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1000-96.-1-1.3
I � f Fl CJ. GRADE EL. 42.0 2" THICK o- TRAFFIC BEARING SLOPE 1/2" MIN. O F.F. EL. 42.6 TRAFFIC BEARING TRAFFIC BEARING 5/8" DESIRED WEARING COURSE "i o C.I. COVER EXISTING ASPHALT N C.I. COVER `C.I. COVER ` ROADWAY SURFACE 3/�" MAX PER FOOT / II p O � / FINISHED GRADE i \ EL. 42.5 6" R.C.A. , �p 0 1' MIN. - 2' MAX. r' d ., . a MIN. 1 ¢• 1 , ••a,.'. •'• • ' ' • • .' � 1?� ` � 4" (0 . MIN. EL. 37.49 00 24" 24" R ''' " 1. :' ': d S E EL a i a" 1' TRAFFIC BEARING F (V SAWCUT EXISTING c - _ _ _ __ / U est/ 39.07 38 77 4.. LIQUID LEVEL � -A ROADEDGE AS DETERMINED - II-III-III-II�II�III-III-1-II PAVED O R' P Q EL = 4"C�D1/8"PER FT. QO G -I I MFEI II J11= I= - - - Q �0 6 38.27 EL ❑ ❑ ❑ 'p � BY HIGHWAY DEPARTMENT III=I - DRIVEWAY Qj IZ'16, =25.00 37.19 4'INLET I w P� p901< STABILIZED 11 SUBGRADE �� Q, � --I zl* L 21.03' ❑ ❑ ❑ ❑ I7/4SLOP PER FT. 1R /- I o O01 C)� / C�� .:.,..,Q • Lj C7 �/ DROP TEE I � �jlj� \ Q Q- �' EL 31.19 _a FA /�F� SECTION A-A • + ::•• O 3' MINIMUM TO HIGHEST LI C 9T BACKFILL WITH CLEAN SAND & GI AVEL EXPECTED GROUNDWATER I- - - - J O CC^ A O ST �'T REMOVE EXIST. 8' DIA 6 r-- G O BELGIAN BLOCK CURB I SEPTIC DETAIL WIDTH OF PAVEMENT � �� k0$ & CONSTRUCT PROP. \ tib �° 5' ASPH. APRON / SEPTIC TANK DETAIL S"� G). - / �'Q \ � -) , Fx/sr 3• c of kk 4'gTFR (1200 GALLON TANK) Of Q• � �� Mq/,V .T1 O_ lt TOPSOIL PROPOSED TOPSOIL ' • TO hl `�� TRAFFIC BEARING O • \, C.I. COVER ROP \ o & SEED ASPHALT APRON & SEED O � c,°` � �\_ E FINISHED GRADE OPS RP SYST. No. 1 O• c,• � Q H 3 TOP EL.(40.3) o� 1.36 �41.45) 4 ,(�P� GPS N /�REINFORCED PRECAST �QD��R O�p �c��.P�O NZ �� X� \ CHIMNEY (AS REQUIRED) G F/�/C " �j 45. MINIMUM SLOPE D REINFORCED O� I 0.2i4 Q P� 1/8" PER FOOT x r TRAFFIC SLAB 92F f \ I I G MIN. WIDTH 24' � 4�8 q-pp GQ INLET NOTE: _ _11 / \l� 56 I' .� .� o sF� �/ PIPE TO BE MINIMUM \j KEY MAP MIN. WIDTH 30' X Ag yY RSO IL, � ,o �/;;,, 40 g \ < o% ® 2400 CLASS PIPE � NN\ J -, �. 0 / ®®L- 0- o A O,NC ~ $YST. NO. 5 'P , N cn % ®®®� 300 SQ. FT. o SCALE: 1" = 600' PLAN L. r�4? �.�' 3' MIN. ®®=®t �'V 425'1•'/L I S ( C ) TOP EL.(41.0) � �o L.P. O - COLLA ®®®®� MINIMUM > , o ASPHALT APRON DETAIL x422' ®®®®mE PROP �U + ��c_3 9`s \ ®®®�®®®� w 15'-0" FIRE GATES Q o RB o s ®®®®®I=®®� J ®®®®®®®®�/ `° 16'-0" (ENTRY GATES) � SYST. No. 2 TC(4 N• L P,-� ,� � TOP EL.(41.5) o C 42 r� PROP. ( A � 6' MIN. PENETRATION DOUBLE SWING GATE o PROP CC41• CONSTRUCTION \©/ 3' MINIMUM TO HIGHEST 8'-0' DIA. (TYP.) 6' M A VIRGIN STRATA X • Q 2/w � EXP. r, J ENTRANCE (SEE \ EXPECTED GROUND WATER OF SAND AND GRAVEL 35 ti 9 SP DETAIL SHEET 2) `` \ 45' 01PEN)GA T / k1 ® o ac,cs PROP ���� SANITARY LEACHING POOL PROP. �42 D.W. EL. �' Q L.P. TC`42 KEYPAD '���� 5 GQ' ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL A X 1 42.3) 20' MIN• O ) a . ti WITH A 3' MINIMUM COLLAR t - �l , ____ i III PROP. H.C. W + • X3.2 \ $ I • 1 RAMP z / \ . ID RAIL 20� \ POP. ,ti � 1 PROP. lw + /KYPAO Sp I L.P / 11 i a YST. No. 1 °fs 4� KEYPAD -� ROP. Gq vN C o O 10 /I� OQ•G J& o x�� f 41• o TOP L.(41 ) 8• ./ Q/ < \ `� TC *��� � \ �> \ F� � /O L.P. kyo 4 / � POP. 8'0�� 2) j i� \, �� 1 �� O� / T. +PROP. \ If a PROP w'��K �`� ���D- - ��' \\ �O 0. '/� Q �0 co �0 _ `- 'Q _- SYST. No. 12 \ \�� GF` ��'7�v -O LLJ �'/ / 0.0 41 TOP EL.(41.5) • sI \ 9� u \ -, , GATE STOP I I Rlp�f / PRO c 4,04 %, �y>j ��%s� s�F �G/�'�I�L O/ Y_ N Cy�� P. MiN �- ti Qi A 43 3 a '` -.1 \ ST F(O R 0 S, . ~R�D�f ' D.W. EL. \\ c,k 6 If- . �/0 I I I I �, vN \ 0 F OFF, o c UNf (41.8) \ COVERED j a k SrOR'gGE O R e /c� \ �Jo \ 1'9i\ EXISTING CHAIN LINK FENCE GATE ENTRY / ER a1. � D.W. ECS Fs \ 20' WIDE N �� 6 l \ - -'\ t 1\0. U " •1) \ UTILITY HEALTH DEPT. APPROVAL STAMP c, �4 Q o , \ 0 00 56 Q \\ //+k�3 `\ ,� ° °' • k ���� \ ` *- , EASEMENT CAST IRON • >! �Q -06;;4Ig M / \ / Q \\ i � gQ OPEN GRATE O ' / ( y �- 4" CONCRETE COVER � � t,)- � / ,y� EXIST � / \ � • \ O FINAL GRADE FWHERE APPLICABLE (p , ��5 QS YST. N6. 3 +�• LIGHT \ � / j \ / Al \ / °j :" o (p� TOP ELl(41.9 TO BE ni $ � No. \ ���' � s , L.P. CONCRETE BRICK WITH j `� $1 / R REMOVED ucrsir a TOP EL��F1.$) \a\\ \ J �l MORTAR & 1/2 P.C. MORTAR O , m A•3' POLE ( 00 p \ ( ' #5 BARS ® 6" EACH WAY O • � TO BE O p-, \ �Qo \--•,/ O N Cj_' / O�O REMOVED,,ti6 00 • 1h' \ \ L.P. I S o' o O I O +°� DaW. E 9s►' ' /-6" PVC ROOF DRAIN 9°' �g O O �� D.W. EL. \ (4$.0) \ . .. . . 12" ADS SEE PLAN & STRUCTURE 0 M \ /. .. . I . H 2 O Q (42.0) R 9 �G _ N-12 SCHEDULE FOR MORE INFO. kk� N �O Q �O a:- \ \ o P� /,� \ aJ .> + 0J I U � \ \ 9 . W v I 4 \ • / R cv �m G� e co IK a NN, �'F o w O ;� Q W J � + \ \ ' I I :. :''..I OO � OI, Q i- �6 STORM � \ Q O P \ \ A . �z .. I ®L DRAIN I D.W/ EL. W Q � Q o o \ ( � U- ®� 3'-0" WIDE SAND & GRAVEL - O � \ O- ®�L RING I COLLAR ALL AROUND k N \(421.1) 2 O t„ O \ P \ \ / / . ,mooLL.X I ®�. \ / O l/j,` �'� O• \ w ' • I rnc9®c Ico o w �' �' SYST\No. 1 `� ' w ®In®®G. 4" � ' � 0- Z \ (n I''•:: . I ®®®®®L .''I \ c�• C) h \ OP EL�(41.8)�° ®c9®®®a ®c9®®®®Ir I L.P. // \ 20.0 i ®�®®®®�` I '' • . 5 "� I \ K /�' . \ a ` \ / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . 1? Gf �� -. � w"Go a \ + �6' \ o \ GROUNDWATER N . . SEE:DRAINAGE`CALCS: , ' ' 90 L 11• &.0v N � ~ QT %, ,�t,�� \ �\ oa & �° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / � __ vti \ + . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . / a �, \ 2 \ \� \ . . . . . . . . . I . . . . . . . . . . . . . . . I . . . . . . . . . . . . . v I +�� � D.W. EL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ • . ;./ /� / '44, • (42.15) \\ h ` \y, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE ALL DRYWELLS SHOWN / _ -_ `1% \ . TO BE EQUIPPED WITH AN 4 COVERED t� �/�// � ``o \ Q`,� �O`mss \ Q�- . . . \. DRYWELL OPEN GRATE SHOWN THUS "•" ENTRY Q 4 __ __ _ _ 0' cF O' \%DEW L. . . . . . �. . . . . .. . . .. . .. / _ SYST. No. 1 \ � . • �� / o --+_ �, TOP EL.(41. \\ SYST. No. 10 �y1 (. .' . . . . . . �� . . . .%./ . . . . . . . .j. . . ./ / gg Q / o T.H. TOP EL.{42.1) �ti . . . . \ . . . . . . . . . . . . . \. / . / . / �� �, • , , \ Q� . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . .�.. . . . . .� . . . . ./ . ./ / SYST. No/ 4 LO _ k \ . . .Ck. . . . / \ 4i TOPEL.(1,41.9 R \ \ o ./ , .� . . / � \ \ . . . F�(b . . . . . . . . . . . 0�. . . . . . . . . . ./ . / • / \ . . . . . . . . . . . . . . . . . . . . . . . . . .o: . . . . . . . . . N . . . . . . /. . . �\// . / \ ,M ® EXIST . . . . . . . . . . . . . . . . . . . . /. . . / / + / • D.W. EL. LIGHT POE 0 / I + . . . . . . . . . . . . . . . ./. . OSP / / \. . . . . . . . . . . . / . . .� ./q,) // p� .O (42.1) TO BE / I R • �' �'�o° co / REMo/ve6 kti� D.W. EL. `L . / . . . . /,l / \ Z 3S 0' / (41.9) \ ' . i . ll: /l ' l Kroh �+ \ �.26 ® / R QPG�`' // G �� / �. 6./. . G� .�` - 47.01 / . . / 1 ✓ / moi' l�' / 141 '` , <\�e / \+/ / ^ \ \ L.P.p,3 63 ' D.W./EL. ,�� / + 0,�) e P3 . / . . . / � _ y y 47.43 MEET (4 / o F // ,<p GF, P� <Z :�p� p, / . y y . �. y y 36.,�c \ FA ��O \ EXIST. -� G� �. - �\�p9 / pQ�po�`��PG�P,�O �P�-l1 /� 'p�oc�` .y �. . ' /y /�Cp\\ p 5F 6 k5' � Q / Q� � `O HO kyo � G y I'll / �>z� ss \ \ SYST. No. 1 +Nkti/ \�\ 5� ��. �Q� / tiF h �. /, . . y �e a TO EL(41.9) F �,- \ / �, •y. / '69 q.�- 30.0. / �1 �N ��, I �'p �F' ,`!vim / t . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . .114 . . . . ./ . . / \+ \ -i I E a 4 • R \ %_D�6 ,P / � . . . . j y . j - . // . / \ \ _Q RIDGE 45 , ID \ 1p p GFS / . . . . . . . . . . . . . . . £kIST. . . . / . . . / �6. / \ 0 . . . . . . . . . . . . . . I . . . ( . . . ' . . . . . . . . . . I . . . L 1(0 c -7 /�D* �° \\ <�AQP / /,.1. . : /./. // FQ 47.13 / . . . . \ a `� %_) 7 / \\ tip SYST. No. � . . . . . . . . . . . . . . . . . . . . . ,o . , . . . . . . . . . . . . . . . ./. . ' . .�. - . ./// 1l 47.54 . . N . . . .°. / 1 4:r__SPACE \ TOP EL.(4/1.9 . . . . . . . . . . . . . . . . . . . . . . . . :o . . . . . . . . . . . . . ./. . . . . , . ././. . . / \ . . . . \ "p%�s • y I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I / . . . . . . . / . . / / Fq G . . . . . .. . . Q of a, h +kh� \ ti• tip. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . . . . . . / . . . / / 4117 . ACX �0 .4�6l\• •• * . • • • • • • * • Q'Oc \ �Q, / ' '\ . . . . . . . . . j. . . . . . . . . . . jy ,\ i .j/ / / I EL. 43.9 . . . . \ `.I'� . . . It- \ / �. . . . . kti. . BY McDONALD GEOSCIENCE 6, S. \ \ �. 9 �. . `. i.� .+. . /� . / 12/4/2020 FA �.,. k�3g 0. SYST. No. 6 /. , . . . . . . . Aj \ . . . . . . . .' . \. �. k5 P EL.(41.9) \ _ p' �,�N . - !. . . . . . /. . . ... MIXED SAND o \ . . . * . ., * 0 . . . . . . . . . . . . . . . \ �g1 D.W. EL. / . . . . . . . ,t�00. . . . . . . . . -.- - .- - y - . . . . . . . . / / �' / LOAM, GRAVE . . I&I \. . . .. . . . . . . . . . . . . . . . . kgs ec,O (42.1) .. . . . . . �c��.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ 00 / BROWN p . \\ \ FNC �Q�� ��/ ✓/. F, j. Q p��o SILT (ML) vi •t. . \yF p / / . . . . �' 47.36 / \. . . . . . . . . . . . . .\. . . . . . . .\ . . . . . . . . . . . . . . . . . . . . . . \ ,y0 /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . ./ / . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � �,�, % � h� /. . . . . . . LEGEND \. . . . . . F,. . . . . . . . . . . . . . . I . . . . . � Ilk /10 . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . ./. . . \ . G .RF. . .r. �� ��• L Vry: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I/ . . /c 47.70 " o. . . . . . . . . . . . . . . . . . S ��� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . SAND & . . . �. . F +ked S�. tl \. .I /�. // �Q�P / 1� GRAVEL o PROPOSED LANDSCAPING p` A; . . \ / ( . . . . . (p \ . . . /. . GJP / � (SP) �1►` PROPOSED WALL LIGHTS IF \ . . . . . . . . . . . . . . . . . \.\. . . . . . . ./. /. . . . . . . . . . . . . . . . . . . . .o _70 �O it . . . . . .\. . . . . . . . . . . . . �. . . ././. . . . ,,/ / kQ F% Fs \' . o s O- D.W. EL. g . .\ • . • . . ' . ' . . .. . : . : . : . : . : .: . : . : . . . . . . . .I . ./. •. . . . �-a- PROPOSED SIGNS R> / .O 41.9 J� \ • PROPOSED CONC. FILLED BOLLARD 61 . . . . . . . . . . . . .\.` / . . . / . b . . . . . . . . . . . . . . . . . . . .A . . . . . . . . . . . . . \ . . . . . . . . V /I, . . . . �y . . . . . . . w �• . . . �' • ' ' . / /.�° . . . . . . . . . . 'L EN GRA gQ . . /' FT] PROP. TRANSFORMER PAD \. . . . . . . . . (T�•) P \ / / �Q / NO WATER ENCOUNTERED 9� k5° QQ' \ O / . y j 47.57 /. . . . . . . . . . . . . . . . . . . . . . . . . . . . Q� . . . . . . . . . . . . . . . . . . . .\. . . . ; `� / TEST HOLE a PROP. DUMPSTER . . . . . . . . . . . / . . . . , . . . . . . . . . . . . . . . . . . . . • . . . . . . , . . . . . . . . . . . \ . k�.ky . . ,i. / . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . + . ka . . .�/. . O,aC 47.92 /. . . . . . . . . . . . . . . I . . . . . . . . . . I . I . . . . . . . . . . . /. . \* - * ` ` -, ` ` - - , - , • Fq ��h SYST. No. 8 . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . .j . . �r . NOTES .. . . /. . . . . . . . . . . . . . . . . . . SYST. No. 7 . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,* . . . / . (� /O / R6, 1. . . . . . .• . . . U,;x Q �' TOP EL.(42.1) �. oPy . . . . . . . . . . . . . . . . . . TOP EL.(41.9) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ p• / °`� 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON . . . . . . . . /. . . . . . . . . . . . . . . . . . . . . lip. . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . . / �1 �, /, O. MAP OF NORTH FORK INDUSTRIAL PARK. 'r� pp. . . �0�s \ . FAss . . . I . I . . . ./ . • . . . . . . . . . . . . . . . V�, . . . . . . . . . . . . . y° off,.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . . . / ) 2. THERE SHALL BE NO ACCESS TO DEPOT • • • • • • • • • .� . . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • ./. . . . . .. h <V-" Off' / LANE .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tiF &e . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . ... Q �A' 0 s . . . . . / . : . .Cl)_0..: . . . . . . . . . . `� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O/ 3. STORAGE BUILDINGS DO NOT CONTAIN • . •/ , •. � .o � � � � � � � � � � � � � � � � � • POTABLE WATER OR SANITARY FACILITIES. • • • ' ' • ' ' • • . • • • • �'. ' ' ' ' ' ' ' ' • ' ' ' ' ' ' '�� ' ' • • • ' • • ' ' ' ' ' ' ' ' • • ' ' ' ' ' ' ' ' . . . ../ • ' ' ' 0y 47.6 ` /i �_ 19 P 1 / SANITARY CALCULATIONS 4. SOLAR PANELS TO BE INSTALLED AS /. . . . . . . . . . . . . . . J . . . . . . . . . . . . . . . . Ooo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� ` l`) / DESIGN FLOW AREA OF SITE = 3.7386 ACRES PART OF PHASE 3 `G� ./. . . . . A �,` / 1, / ARTICLE 6 ZONE DESIGNATION = IV 5. THERE IS NO GAS SERVICE PROPOSEC FOR THIS SITE. ,b� ��? �+ / /1, 48 02 / ALLOWABLE FLOW IPER ACRE = 600 G.P.D. / . . . .� • . , . • . • . • _ / DENSITY = 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE __1010 'l ye . . . . . . . . ��. . . . . . . . . . . . . . . . . .+' . . . . . . . . . . . . . . .s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ // / DESIGN FLOW Osrj ( . . . . . . . . . . . . . . . . . . . . . . /z 00 / // 48.2 NON MEDICAL OFFICE SPACE = 300 S.F. x 0.06 G/S.F. = 18 G.P.D. p� �� �S !A. /./ �Q / / ��h SEPTIC TANK s sr �. • • • ' ' ' ' / � REQ. CAP. = 18 G.P.D. x 2 DAY FLOW = 36 G.P.D. DRAINAGE CALCULATIONS s \ _"Q•. �Z. � * / / // Q PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. SYSTEM No. 1 �grrj a� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +k'$. �.� FQ / / / LEACHING POOL PAVT. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. .mss � . . . • • • . . . . • • . . . . . • • . . . . . . • • . . . . . . . . . . . . . . . . . • ' • ' ' ' • OD' • • ' • • ' • • ' • • ' ' ' ' • • • ' ' ' ' -y ' - / / / REQ. SIDE WALL = 18 G.P.D. _ 1.5 G.P.D./S.F. = 12 S.F. USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. \ _ _ p- • } �c 47.90 - _ _ i �P��9+�� p �Y EFFECTIVE DEPTH REQUIRED 12 S.F. = 25 S.F./V.F. = 0.48 V.F. /' � / USE 2-8' DIA. 6 V.F. EFFECTIVE DEPTH SYSTEM No. 2 -- / / . PAVT. AREA = 2625 S.F. x 100% x 2/12 = 437 CU. FT. • • • • • • • • • . `� • • • • • • • • ••.001 • • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • / / 8.17 / IIx°' 0 PLANNING BOARS I HEREBY CERTIFY THAT THE WATER SUPPLY(S) USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. / . / / / �� TOWN OF SOUTHOL� AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS ' - - � / v �` PROJECT WERE DESIGNED BY ME OR UNDER MY SYSTEM No. s 3 & 4 �' • • • / /F, / / 0C' DIRECTION. BASED UPON A CAREFUL AND PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. J _ -- • • • ' ' ' ' 9 j O • • � \ / /c 48.40 DATE a o`� \ THOROUGH STUDY OF THE SOIL, SITE AND ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. Q ' ' ' ' ' ' ' ' ' ' ' k5. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' .+. .i /� // O GROUNDWATER /I \\ CONDITIONS, ALL LOTS, AS TOTAL REQ. CAP. = 1202 CU. FT. �> . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�! /� / �� 1�.J DEPARTMENTOOFOHEALT� SERVICESTHE OLK CONS�RUCTION UNTY USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. . / FA i O G STANDARDS IN EFFECT AS OF THIS DATE. SYSTEM No. 5 >z k . O // ___�_ __._. _ PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. �'� , • k0. • EXIST.• . • I. • • • • • • ' ' • • • • ' .�_ . . . 6 / - � / •/ +. . . . . . . .WELL.O . . . FORMER.TEST.WELLS i . . . . tx• .__--_______�_________________ USE 1-8 DIA. 12 V.FT. = 507 CU. FT. ACT. CAP, o R,� `� . . . . . . . . . �Q ,� / / 3/19/2020 HAVE. BEEN. ABANDONED I. ` SYSTEM No. 6 F. R, .I . . . . .. -��. /! / �;��/ I SIGNED DATE PAVT. AREA = 3440 S.F. x 100% x 2/12 = 574 CU. FT. ESTIMATE OF QUANTITIES 's I. ,..� _/_ 48.03 ���� THOMAS J. BECKMAN, P.E. USE 1-10' DIA. 9 V.FT. = 616 CU. FT. ACT. CAP. y �o y_ / CONSULTING ENGINEER SYSTEM No. 7 COBBLESTONE CURBING 702 L.F. . . . . . . . . . . . . . EXIST. • • , • • •I • i • . . • . • • • , Hy / ���/ RECEIVED SUITE1814 MDDDLE COUNTRY ROAD WELL . k6� • . . . . ././ . . . . . . . . / ,,{ 48.31 �O I------ --------- 1]PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 CU. FT. CONCRETE CURBING NONE A . . �L_•_ _ _ _ _ _ _ o / / RIDGE, NY 11961 ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. ASPHALT PAVING 50,009 SQ. FT. ro . • . • • . . . . . . . . . . • . . . . . • ' • +; � . . . . . ' • . / / / FEB 1 8 2021 TOTAL REQ. CAP. = 698 CU. FT. WALKS 50, S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / I USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. / / / -- ---n NOTE: FENCING 114 LIN. FT. F / / �c 148.54 SautIii_c cl Tuv�rn ALL BUILDINGS WITHIN 150' OF PROPOSED SANITARY F61 61, ° • • • • • • • • • • • • • • • • • • • • • • • ' ' ' ' ' • • • • • • ' ' • • i , / I Planning Board SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. SYSTEM No.'s 8. 9 & 10 DRYWELLS SEE DRAINAGE CALCS. � >z 48.10 /�; I PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. �s C� ro • . . . . . . • . • . • . . . . . . . . . . . . . . • . . . . . . • . . 1� / 1� A. .�- TOOF AREA REA. CAP867 S.F. xC100%U. x 2/12 = 645 CU. FT. SITE DATA `R� p ' • • ' • ' ' ' ' • • ' ' • • • ' ' ' ' • ' ' ' ' ' ' ' ' ' I �Q tx // /�kx\ / �&L6� 1-1/2" 1-1/2" ASPHALT OF N USE 2-10' DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. ' ' ' ' • • • • • • • • • • • • • • • • • • • • / F/�p��, / '°G 0* OWNER: c�'\�'- H. AREA OF SITE 162,852 S.F. �' y 1- SYSTEM No. 11 FLOOR AREA OF BLDGS. 45,775 S.F. Fo o Bhp O� 0 ,y / / 65 COMMERCE DRIVE, LLC , �Jc? f.F-,�r ��� PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. TOTAL AREA OF BLDGS. 91,550 S.F. >z O& �� R. / N . 4 A . . °• P.O. BOX 946 .. ,, z 6' B 7 •� G 74, ' Q � ° ° • °BINDER COURSE° ° . \ ° r- i zI „-,4•,'-f- �t ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. TOTAL PERCENT OF LOT OCCUPANCY 28.1 w1l �F. •� s 25 L=l 20.23 J / o •° ° a . . CUTCHOGUE, NY 11935 f' TOTAL REQ. CAP. = 1460 cu. FT. AREA OF LANDSCAPING 6,62.7 S.F. OR 4.1% 0 y/ / i ° • ° ° • o. � ' ° ° 1 USE 2-10 DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. � y /c 48.42 j - :� � ; i O SYSTEM No. 12 AREA OF BUFFERS 59,606 S.F. OR 36.6% 0� O ,G-0/ Ix� �' � ,> � AREA OF PAVING 50,009 S.F. OR 30.7% � y y �' �� / NYS DOT BASE C URSE PRELIMINARY SITE LAY�U,T PAVT. AREA - 5258 S.F. x 100% x 2/12 - 876 CU. FT. B �' �i ,� � -\ USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. SCHOOL DISTRICT MATTITUCK �' >z� �F GONG �� ��✓ ��� / 48.68 \..< cl , 1� - POSTAL DISTRICT CUTCHOGUE R'•.p T� ���I /I /I I /��/\�/ /��/��/ /\�/��/��/��/��/� NORTH FORK SELF STORAGE , 3 SYSTEM No. 13 `�> �' eC 4 4 WATER DISTRICT S.C.W.A. 4 ' 2 / / STABILIZED, COMPAC ED SOIL PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 CU. FT. lrj �05 CONC. CURB / 1 48.85 SITUATED AT FIRE DISTRICT CUTCHOGUE �� TYPICAL SECTION - ASPHALT PAVEMENT CUTCHOGUE ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 CU. FT. s �6 TOTAL REQ. CAP. = 2257 CU. FT. TOTAL PARKING REQUIRED 94 SPACES `� / / �� G�ag�'1 NOTE: AS PER TOWN OF SOUTHO D SPECIFICATIONS USE 3-10' DIA. 11 V.FT. = 2258 cu. FT. ACT. CAP. TOTAL PARKING PROVIDED 94 SPACES // 48.34 � � TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SYSTEM No. 14 EXISTING ZONING LI y / F, y s� J� S.C.T.M. 1000-096-01-001.3 PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 CU. FT. USE PUBLIC STORAGE - � 0 48.60 O� 0 ROOF AREA = 6200 S.F. x 100% x 2/12 = 1038 CU. FT. / </ R=1" PREPARED BY: PREPARED FOR: TOTAL REQ. CAP. = 1724 CU. FT.. PARKING REQUIREMENTS- i� /// �� 4878 y� GOGG FINAL KENNETH H. BECKMAN, L.S. MARTIN KOSMYNKA USE 3-10 DIA. 9 V.FT. = 1847 CU. FT. ACT. CAP. 47.54 � GRADE SYSTEM No. 15 OFFICE SPACE = 300 S.F. - 100 = 3 SPACES 0 m SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 CU. FT. �_ � / ���' CUTCHOGUE, N.Y. 11935 / STORAGE SPACE = 91,250 S.F. _ 1000 = 91 SPACES � / �, x 1814 MIDDLE COUNTRY ROAD ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 Cu. FT. TOTAL SPACES REQURED = 94 SPACES / COQ 48.910 ADJACENT SUITE 1D TOTAL REQ. CAP. = 931 CU. FT. tx PAVEMENT Z > `. rx0' RIDGE, N.Y. 11961 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. o G l SYSTEM No. 16 TOTAL SPACES PROVIDED = 94 SPACES REVISIONS: PAVT. AREA = 5515 S.F. x 100% x 2/12 = 919 CU. FT. V. 2 19 819-19988 CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. 7" SCALE: 1" =20' REV•, 2019 B19-19968 / REV.s/3D/2mB REV.2 ,r D2D B2D-20,03 DRAWN BY: KAK REV.7/25/2018 REV•2/18/2020 B20-20103 . REV.8/10/2018 �_,•_2/2612020020 820-20184 REV.8/15/218 1 Q�, CHECKED BY: KHB REV.11 27 2018 818-19380 REV. /29 2020 </ / DATE: MARCH 2 018 REV.2. 019 819-19578 REV.12 2020 820-20652 TOTAL REQ. CAP. = 1033 CU. FT. ROLLED ASPH. CURB DETAIL REV. /2/2019 _ USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. / / I F _ - i DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 2 I I --. - - III i_ . - - __ 00 T.H. Ntri o�19 of 1 � LANTING SCHEDULE WOOD STAKES AS SPEC. (TYPICAL) 0 - O QUANTITY SYMBOL COMMON NAME BOTANICAL NAM SIZE/CALIPER 10' HEIGHT FOR LARGE TREES '?� 3 m 24 6 NORTH n 6 HEIGHT FOR SMALL TREES l ` �� ERN RED OAK QUERCUS RUBR 2 1/2 -3 CALIPER CIV AND EVERGREENS / U SQA 146 BLUE SPRUCE P 3-4' HT. �`' WIRE WITH STRAPS AS SPEC. r7 v:::: 10 O �sr- QQ`Q �/� ICEA PUNGENS C� 3" MULCH AS SPEC. 0 Q5 ��v QT , ` � PLANT 15 O.C. QO G � N= m gy =25.00 5 FLOWERING DOGWOOD CORNUS FLORIDf� 2 1/2"-3" CALIPER PO Oy�/<< 6" HIGH SAUCER o 0 �O ,q � L 21.03 �G _ w 0�1 / �� � � -4 O 11 3 GAL. CONTAINER �'O FINISHED GRADE N= \/ :'.Q • Q � LOWBUSH BLUEBERRY VACCINIUM ANGUS (FOLIUM PLANT 6' O.C. O / I TOP OF BALL TO BE LEVELC14 I G' >? F WITH SURROUNDING GRADEL %-,, Fl ° 6, 3: i N TES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAPING �s�OF (SEE SLOPE PLANTING DETAIL) I Go ST J Q -1 SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATE OR APPROVED EQUAL. 9y\ '�- PLANTING SOIL AS SPEC. • 6" MIN. 6" MIN. / �/�0�� I COMPACTED SUBGRADE F oa PROP. 5' I ° O ASPHALT / SITE °� F] L-6�� MIN. 6.. MIN. v,Z F�'/S Q-' 1 3: �`� -� 42 M '� w T kq APRON G. EVERGREEN TREE DECIDUOUS TREE • Q, � Rq� FR Mq/N I A\ PLANTING DETAIL p �'�`'� P\, Rop p' �G G �`5/11 00 CPQ RP�� 3 a o f 1.36 �� O r".�. GPS \���,� FO O FNc. 4,145 \ � o�P 0.25 ,5 d cu ���, f a 1, � � 10 MIN. �` GQ LATH AND 56 KEY MAP FLAGGING X �0. R�OGE U � o b \ ON 3 SIDES 3 NE � 4 0 � �O �� FNC SANDBAG 0. Ar SCALE: 1 = 600 0 O I �' BERM A25 Q. C 422 G I L. LATH AND II a o , PR n Amp c, ( \ A A FLAGGING 4 Q o CURB + ��G 4 Sirs NOTES. a , o' L.P. 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS OL--G-f 1.SANDBAG I o C 42 PROP. (/ &* IS REQUIRED IN ALL LANDSCAPING. o PROP C�41. CONSTRUCTIbN ® 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE 10 MIL PLASTIC LINING �� X � 0 9 1 EXP. � ENTRANCE \ �/ WATER SOLUBLE TOTAL NITROGEN ITR G IS NO THE MIXTURE THAN 20% O �� I �1ti SPAC fS 3. A MAXIMUMPERMITTED' OF 1 LB. OF NITROGEN PER 1000 SQUARE __00 O O to \\ 1 o ROP. / PROP. FEET IN ANY ONE APPLICATION IS REQUIRED, WITH A a /�//\ BERM w P' J� KEYPAD G GQ CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. 11.E -� -^ -�\��\^�\��\N� 4N 2p' MIN• • `� ,L PER 1000 SQUARE FEET PER YEAR; 10 MIL PLASTIC LINING rL \ / 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING • fig. \ �j \ NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN PLAN VIEW SECTION A-A 20' \ POP. � PROP. \ K�YPAD �'��' 9 Sp � L P ♦<< \ NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; �,("�P,RR0P \ ES p.� > / 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER 0KEYPAD PRO(? + o qC / ® G+ , \ \ IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR 0 � x GA � 0 10, . Ra< J� \ \/ 'CIONCK SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE \� 0 8` l N Q \� ASHG b A� � J ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE L.P. o / i :_ \ 0 O BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE -1 P OP. 8.0' '11Z i RHEA g. j '0 �_1 0 PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, Section View WovenWuroFence / \ •T• +PROP. 6. >' • S C 0\ E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE M.11 i2 c Fence 6•M<.h ,. Filler Fabnc O / pROA. 11/ OKEYeAD- J \ p. �,A 6� /fes 0� MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH 'It • CO \ qtk ( _ \ 71 AN �L� x\ 36"M 6 A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF H"=< + + R F2 � '9 �` 0 A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST + t + + + _ 36"Mm FmcePost Max Slope 3:1 ++++++++++ � / \ 100 0' ` - \\ SA \�F 9i�1 , ,,P INDICATES IT IS NECESSARY. M + + 4 + + / Flow + i + + + i t + r + + + r + / P T / 0 + + + + + + + + \ ROP 10, s 1 + . . . . . + X3.1 x / \ ,Sr FCo 300 S MIN. \ �c� e �� A> % V LEGEND g,�g � � \ 2 OR F \ x y 7 0 Embed Filler Fabric COVERED a / \ STOR�GE 0 R or-/ �N s \\ G � \ • Min.6"in Ground • / ENTRY / +°�"`\ OBER ! y0 \ 9'� EXISTING s 4: EXISTING TREES . w A / \ L is.o, � q \ 20 WIDE tl 2 ,(/ / \ � -- - _,� 24 o , \ ° UTILITY PROPOSED 3-4 BLUE SPRUCE Perspective View ` xava ed TopSoil O & Q� \ / :y \ O ) 0) R1 \\ \ P � t� / To be Planted orTatped / k ' h / \ / + rn \ PROPOSED SHADE TREES 2 1/2"-3" CALIPER ati \ EASEMENT Woven Wire Fence ,I, •vim I/ •v O � 0 �3 I a / \\ // \ \ / ~ g0 �L `V a EXIST \ / \ ( O . -1/ ,V •1/ V/. (� 2 d 15 Q / .y.r LIGHT \-- / \ \- / 2 3t _ _ - Filter Fabric plaid on inside, 0 Q� I ©AJ' / TO BE EXIST \ \ \ \ L.P. facing lop soil pile. / O- 5N / REMOVED LIGHT � . \ '� b .r� O c� [' A�' / POLE \ \ ( \ L W W Groundlevel O / � TO BE a b O\\ \ A'P( \ / W .I',;/. W Wd /y W yW a W W W W '. �� (�• O O REMOVED ,ti 0 1h' \ L.P. C`fG �, Y W 9 0, / p Cu O +n�2•`� \ ykN . 05i160 ,", � � �4iz Q \ \ \y SILT FENCING AROUND STOCKPILED FILL • ' ' ' • ' Not to Sole (� ' a / �/ '^�O �O O \ \\ 9 A � �1 \ / . . . . . . ` V,-. 1 Z(f V/ 1 Q_ / N� mW �J (-CV Q R +p15 \\ n 4 . . . . . . . . . . . . . . /, : \ l T0Q�jl�_ d \ / \ \ /� '�6 . . . . . . . . . 0 � ��z � 'ToJ 'T P 1P0 _ ( x6�• � . C \ / Ooo o� 0) �O \ o- O� . . . . ./. . . . . . . . . . . . . . . . . 4. L.P. a / \ a� cl �'O Q ' \ \ o g • /- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - -- - - -- - - a \ �� 3 200, \ \ g a / ^ o \ © / b, \\ in f ro 2 \ IIP \ / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + \ cd,00 �-- \ + �6. \ d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ego / I- \ c�j rho \ . \ yo 05 �o / \ + � +�1 __ R2) 4, COVERED -_ -_ 1'0 \ �- \\ ° . \. . . . ENTRY a / � \ •O. \ / 0' . I . . . . . . . . . . . - �� \ \ /Z / o �_ �� \ . . . . . ,. . . . . . ./ . . `C/ i. ./. . / / Ari 9� / ° \\ 1:� / . / . / / `( k \ �. � . . . . . / . . . . ./ . ./ / / \ \ ./ . . .. . . . . . . . . . . . . . . . . . . . ./ . . . . . . . . // LU / r \ A. / \ \ . .,�, F-6 . . . . . . . . . . . . �O . . . . . . j. i/. / .O' . . . . . . . . N . . . . . . /. \./ . . / !v .M / EXIST / \ \/ \ z a LIGHT POLE 0 / I / ! \ . . . . . . . . . . . . . . . / . . . P/ ./ // \ ��p // TO BE I REMOVE ( /• . �• - cj, Ir .�. . . . . . � . .��, -- / \ 2 35.0, // +�ti c1� I . .�. . . . . .. . . . . . . . . ./ / - / 6 � \ . G \ 2 / � ' / G / . . O V/ + ��� / ��QP // 5 ����\�G \,�0� / �. � ! +,�% . G. �`� 47.01 Fid / I / +a2' S , G- / / �\� \ / / \ / LP.t�3• / / r, 0J G`Z`�P / . . Q.. . . . . . . . * . /. - / // \ \ 47.43 \ MEET a o 4 F. 0 F/ 1)Ci O /y. 36�\ \ o �o EXIST. IN40 - O,( �> 61-1 \ p,55 `\ / Q��C, O�p�'Pp�P D`�o <<P� / . ' . ... .� / / CA \ �> �s \ \ / + +kR�/ \�\ G'F F�''+ �P� / ( . ; . , .' . . ; . . tel . /./. // o� \ A, 6 30.0, / �� I 5� c�• F. O / �. . . . . . . . . . . . . . . .�./.!. / �Q �O P + Q 4) \ �, h O . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . ./. / 1 \ \ /5 �s.0 o \ r, PGS / . . . . . . . . . . . . .EXIsT. wo . . . . / . / �6' / L.P. \ ���6 ® � a ��' `LG \ � 11`�Q / . . . . . . . . .j . . . . . . . . . . . . . . . . . . . . /. .fie' . . . ./, - • // FQ 47.13 �o . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . / / \+ . . .\ V . .�. . / 1 \\ �, / . . . . . . . . . . . . . . . . . . . . . . . . . . ./P . . . . . . ./ . . . / / CV / SP'AC', \ // � �. �. p, ././ ././. // �( 47.54 FA � 6, \ . . . . . . .. . . . Q p. ,5ti \ I . *. . . . . . . . . . . . . . . . . . . . . . . . . / . / / / \ z.. . . . � . . . . . . . . . . . . . ,-1 . . . . . . . . / �5r 9 \ * �5, � i / . .1, . . . . * . . . . . . . . . . . . . �. . . . . . . Q .S. . . . . . . . . . .\ \ > / . . . -_ . / / F, FA A . . . . . . k� 9 ' l /. \ r !. . . +p. . . ./ . . . �! \ . . . . . . . . OQ..�. . . . . .. . . . . . . . . . . . . . . . . . . . . . . / / / . . . . . . . �Q . . - - � - - ' . . . . . . . . . . / / /' �. �/�. \. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . k5. \ / �Gj�r . . . / . ./ fp / . . . . �\ . \ . . . \ FNC \ ✓/ . . . .' .�'� . /. ��. \ .\` ` . . . .��. \\ \ .L. .� \\ AGO // . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j�. Fe 47.36 / . . . . . . . . . \ . . . . . \ . � . �h / . . . . . . � . . . G�RF rp. \ / . j!. 47.70 . . . T.F. .o. .5. . *. . . . . . ! . ��. A . . . . . . / . . . . . . . s D� �/ \ . . . . . . . . . . . . . . . . �.\ ( sA j. . j/ JPQO / X11 Fo A \ /. �. .off y00s �O \. �(,� /j ' j/ G �Q �jV 1 . CONSTRUCTION NOTES FOR FABRICATED SILT FENCE \.\ ' . ,.- , - , - , - , - , . ,. , `- , - ,- , - , . . . . �y //oG. . . . . . . . . . . . . .�O . . . . . . I . s/. o \ _P . . . . . . . . . . .*. . .\. / . . ., �Q Q . . N. / j FENCE POSTS WITH WIRE TIES OR STAPLES. ' ' e- 9�C a5. i 47.57 / 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN . . . . . . . . . / . . . . . . . . . + QUO *.. . . . . . \. ,. . . . ' . . . ' . . . . . . . ' .' . . . • . . . . . . . . . ./ �. . / WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP . . . . . . . . . # . . . . . . . . A, `\ \ ,,/ . I-,. O MID SECTION. . . . . . /. . . . . . . . . . . . . . . . . . . F \ X3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN F0 �. 2� ` 6PI /a� /Z. ` 47.92"s �. . . . . . . . . . /% 6 ()�/ I -_ EACH OTHER THEY SHALL BE OVERLAPPED BY a6, \. . •/. . Jj; .� \ . / /�• � PQ / SIX INCHES AND FOLDED. C' .fl ' ' . . . . . . . 0 �' 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED `R> . . . . . . . . /. . . . . . . . . . . . . . . . . . . . . . /yo0 . . . . . . . . . . . . I r' . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . . . . . . . ./� .y��" 7?� �\ . AND MATERIAL REMOVED WHEN BULGES DEVELOP `S . . \ . . . . . . / IN THE SILT FENCE. FA S� . . . . . . . . . ./. J . . . . . . . . . . . . . . . . . 0�� �G CP' . . . .\ . . . . . . . . . .%. . . . . /je / u> �. 2� * . . . . . . . . . . . . . . \ . �. pF1 / h / 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, O . . / 4 I � OR APPROVED EQUAL. A9 . . . . . . ./ . . O". . . . . . . . . . . . . . . . . . . . . . . . . 1. 1 . \. . . . ,% Q "1 ��` �0 WHERE FENCING IS USED AROUND STOCKPILED FILL: /. . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . .* 1 . 1 . 1 . 1 . 1 . 1 . 1 . 1 . 1 . 1 . . . �... . . . . . . �p O// P `'1 6. FILTER CLOTH AND WOMEN FABRIC ARE TO BE PLACED . . . . . �. . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . ,y� *. ��. . . . . . . . . . . . . . . . . . . . �/ 47.6 0 / ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. ?� / . . . .O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q•" / t / 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) `�,& /' .. c \: / / OR IT IS TO BE COVERED WITH A TARP. �. . .1 . . . \C. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /�� � " 1� " x 1. 11 �, . j / //c 48.02 / POSTS: STEEL EITHER T OR U s TYPE OR 2" HARDWOOD � . a . . . . . . . . . T. . . . ' . . . . . .+ . . . '. . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .// / ` / FENCE: WOVEN WIRE, 14 1 2 GA. .0 5: • •� 6" MAX MESH OPENING O A> ( . . . . . . . . . . . / . / /// t 6 FILTER CLOTH: FILTER X. MIRAFI 100X. O� , // �s ! . • . . . . . . . . . . . . . . . . . . . . . .i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .// Q �G / 48.2 STABILINKA T14ON OR APPROVED EQUAL Iso R \�' • / • c� / / , PREFABRICATED UNIT: GEOFAB. ENVIROFENCE OR Ftx A 4 `Sr' Qa . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *. . . . /. t1.5 / / // / Q APPROVED EQUAL. d ,t,$ ' ' ' ' /' WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, R,S � � • . • . • ' • • • . . • . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� . ;O + !`Q / / / / MAX. 6" MESH SPACING. X O . ./ 10' MAX C. TO C. �1 \ � . 0 �c 47.90 - - - i/ / 36" MIN. FENCE POSTS. DRIVEN MIN. � .` `.` *. // / // / �,�-16" INTO GROUND 6 . `G. . . . . . . . / / / 48.17 / �°'�0 . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / �� . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . x •/ / G %�• . _ . . . . . . . . . . . ./ . /,, / / . . f o -_ � - 1 9. /' v / /^ 48.40 �5. . . . . . . /. . /�, // . . . + . . . . . . . . . . . . .. 4 0 i . . . . . . . �__l E. .. . .-% . . . . . . . . . . . . . . . . . . . . . . . . .. . . < . . . - ��E . . . . . . . . O� sz> Nb-. EXISL. I. . . . . . . . . . . . . . . . .I . . . . . . ! . 60 �/ �G +. . . . . • . •WELL•O . . . . . FORMER.TEST.WELLS / /g R BY A, 1 HAVE. BEEN. ABANDONED I. . . . . t1 � - - -T f':9 i®0 �� L7 i _` ,,14 %� F.0 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !. FQ `/ / / PERSPECTIVE VIEW 7> . . . . . . . . . . . . . . . . . . . . I � . . . . . . // / �0 PLr�' NNI!NG BOARD /s i !. . . . . . . . // 48.03 �� A _ 36" MIN. FENCE POST . . . . . I. . . . . . . . . . . . . . . . . . . . ,i. . . . . . . . . g lel / arb• /ED WO6.VEN WIRE FENCE (14 1/2 GA. MIN., MAX. • • • . . . . . . . . . . . . /. . IVa / SOUTH W MESH SPACING) WITH FILTER CLOTH OVER . . . . . , . . • r TOWN OF SOUTi HOLD -- F k' -� y O WELL . . f . 0 . . j j Hy / / 0�<�/ 6 @. .� � �_ t:J . . J. . . . . . . . . . 77 V-- _'_ _' _ _ • 48.31 e Z �6 - - o.. . . . . . / DATE I �F ad � FED 188 2021 m >� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+.°�. . . . . . I • . . . . // / / / l C14 NDISTURBED GROUND A FA . . . . . . . . . ''I // / 48.54 6 O I Sc5ut fold Town FLOW a' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I � i Planning Board 11 .EMBED.FILTER CLOTH Z >S �� 70 190 �11tx // 48.10 /�\; / _ I __ / 4&, 69 MIN. 6INTO GROUND A / /yah ,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I FQ / "� / txoj•1 E OF N -7 y . . . . . . . . . . . �? // Amo BGG°� OWNER: c P j I•I SECTION VIEW <% O B/C' _ • • • • • • • • • ' ' ' c, O / / / 65 COMMERCE DRIVE, LLC / �N� �sN �,� � SILT FENCE DETAIL , oGV, �'��� G4 R,�4•25' L=1 20.23' JQ `�°' /� / P.O. BOX 946 \ :`� 1 � D :i o CUTCHOGUE, NY 11935 tT ; ;,l'ir .:,,. y _, j.t i v � 5D' � � // /c 48.42 -,�, CONSTRUCTION SPECIFICATIONS EXISTING ED 00 ❑ ,� '/ °ci F,' ° `{' \ -'' PAVEMENT 3 m�� �� /y �,�� / EROSION CONTROL AND P�ANTINGI�L�AN STONE SIZE - USE 2" STONE, aR RECLAIMED OR RECYCLED CONCRETE . X CO i�� 48.68 EQUIVALENT. . - '�>•� T �. � y�Z` f LENGTH - NOT LESS THAN 50-FEET (EXCEPT ON A SINGLE RESIDENCE LOT '.:..%:.. •�'"+�••' ���\�� ��\��\ `�>� �'� eC 4)•42 // / NORTH FORK SELF STORAGE 3 WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. MouNT(OPT BERM1r__1CONC. CURB / <v 48.85 THICKNESS - NOT LESS THAN SIX (6) INCHES. (OPTIONAL) LTER CLOTH DS / �� �6 SITUATED AT WIDTH - 24 FEET - PROFILE // 48.34 / �\� G�`���1 CU TCH OGU E FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING z GROUND / G OF STONE. / / TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- b �/ SOA 48.60 I p� \ 0 S.C.T.M. 1000-096-01-001.3 STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING / IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. *Z. // /'�'F -1��� G GJ� i PREPARED BY: PREPARED FOR: MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION EXISTING �'2''MIN. \\/\\/\ /\ /\ 47.54 / 48 78 0� KENNETH H. BECKMAN. L S MARTIN KOSMYNKA WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC G RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED AVEMENT N ❑ m / I SURVEYING AND LAND PLANNING P.O. BOX 946 ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. •;,,,• y� / /'//'//� `" / CU TCHOGUE, N.Y. 11935 WHEN WASHING IS REQUIRED, IT-SHALL BE DONE ON AN AREA STABILIZED '• � / `U 48.91 SUITE1814 MDDDLE COUNTRY ROAD WITH TONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING PLAN VIEW t o > A�CD °�' tx S RIDGE, N.Y. 11961 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED o 0G SCALE: 1 =20 REV. 7/29/2020 DRAWN BY: KAK AFTER EACH RAIN. / " REVISIONS: REV. 12/22/2020 620-20652 STABILIZED CONSTRUCTION ENTRANCE DETAILS // / DATE: MARCH 2020 CHECKED BY: KHB - - / i \ DRAWING: BB1-6564 JOB No. B20-20184 SHEET: 2 OF 2 o g �' c 0 DAA 3 N,A DiGiovanni & U Associates Q R=CS ' Architects Q v Sro �R Q o ��� �� ��`< 26 preston avenue sea cliff, ny 11579 Q / � �F (516) 671 - 3624 / fax(516) 759-7138 $O per, c a s FNc ` PROJECT 1q--20 °2s r Ge�y PO LOCATION �ERED q _ `- -` fro �� �p P• / � 0,�C„_ � � L.P. Yo WIMF 69 P� / CL \ f 0 ,IQ r L.P. NE _.,% \ `O <E1' MAF / 9 SPA CBS PROP. \ 1 5 5 L E D 'q6% KEYPAD + „ ° �Q•PROP, 00* PROP. H.C. 1/211/20 TOWN PLANNING DEPT RAMP z � PRO \ KEYPAD 9 SPACES (EYPAD,� PRO? CA re \ L.P. + „ PROP WA(K PROP. \GAS. l9 Alt \ COVERED M ENTRY m \ EXISTING 20' WIDE N Q \ UTILITY O \ � EASEMENT oIn \ \ O1 01 \ \ L.P. o Co �' BUILDING A \\ 1 o N PROPOSED 2 STORY \ \ LP. 41 O MINI 5TORAGE BUILDING \ y 18,8'75 5.F. Ist FLOOR \ `� ry 18,815 S.F. 2nd FLOOR 0 5-7,150 F EL F.F.F +42.6 \\ \ (NO WATEWSANITARY) 1 L.P. O \ \ 0-11 \ COVERED ENTRY z 46.91 47.35 441 \ �, .M b^ C7 (O Q + ��p2 O \ \ • SPO „ Z .0� \ b6y0 / + -� BUILDIN6 B O �Q 47.01 / \ \ 0 PROP05ED 2 STORY 9 MINI 5TORA5E BUILDING Q / + MEET 26,900 S.F. Ist FLOOR \ x 47.43 FA \ EXIST. 26,900 5.F, 2nd FLOOR 5380 EL +42.6 S.F. AL \ / " + \ (NO WATEWSANITARY) \ \ L.P. , O'� _. I , 47.13 / VO � / x \ + \ 54 N / \+ BUILDING AREA ANALY515 s 1/13/21 ADD BLDG AREAS �i Q 47.36 / BUILDING A REVISION S TOTAL OR055 AREA = (2)Flrs ® 18,8'15 sq/ft = 31,150 s'/ft cq FF / P /41,70 TOTAL NET AREA = 30,135 sg4t (18.6 Loss factor) P50 / JK THESE PLANS ARE AN INSTRI MENT OF 5ERVICE AND ARE THE BUILDING B PROPERTY OF THE ARCHITECT.INFRIW2EMENT5 WILL BE FA As TOTAL OR055 AREA = (2)Flrs a 26,1100 5q/Ft = 53,800 5q/ft RECEIVED AWED. , TOTAL NET AREA = 45545 5Q/Ft (15.3 Loss factor) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND Q� �Q b�\ / FEB 0 4 2021 DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT 47.57\ ` T .NO ALLaIW2 SKkL BE MADE South.old'fawn ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 47.92 TOTAL BUILDIN6 A $ B Planning Board NE6LECT ON HIS PART. cl �A 69s Q �6 GRO55 AREA = 31,150 (bldg A) + 53,800 (bldg B) = 111,550 sq/ft b^ TOTAL NET AREA = 30,135 (bldg A) + 45,545 (bldq B) = 16280 5a/Ft FAy, s3 � � ib.l � TOTAL Loss Factor A9 �� �� � �Qb /��J� North Fork 47.68 ,,0/ / A48/ / Self Storage ,f�^p 41 n® „. /48., " b0 65 Commerce Drive T1N-'UriDM s �� GNM MPU Cutcho ue NY FA a O1 �Q b / 2L'�-i31(I),ACKNO E uF�?AlligT THE C0 MOLD T013Ti COiTw SEC7TON g APPROV A's if 47.90 / / 1 / I 1 &:L AL SET FORTH L�;THE R1:�7LG �TTONS or T11E SI .... ., „ AREA 'TION O� TE PLAN CCEPTED APPPGVAL DATED / (SEE CON/ MONS ON RESOLUTIO, ,�C ta.t7 / GbOb��ryPRMR"f A ME �i�rlly 'vl / �f 48.40 0G ""l"LI D SIGNATI rR I I PLAN TITLE DATE TOWN O'YfOLDPLAN-."G BOgRp OF r; /48.03 / 0Cf~�F i�+0\SIG\ATI'RF, �„;/2021 S o+ / NOTE:The a ; DATE 4/10/20 p / 6.3, e j ITE I I fracas thePd o fci d 1opmeat plan shall be Wid fora period � 6e I PLAN`� PF val as per code section 280-132A, of ti�htecn(1L) D A T E 48.54 56' ° A49.10 /?� 9G / SP- s c A b��b y�t�� 4aL69 A5 NOTED ON Oho / ado b��b S C A L E 1 OF / Fq G eG`p 74.25' oh O / CRAM BY b 69j GG�IF �� G,o I�0JQ@cd G o x 48.42 [CHL-r-r-EP DD 10 0�0 co 0 --D "IS [3 13 DAA 0.0 OD 0 DiGiovanni & Associates .0 OD Architects 0 OD OD 0 CALCULATION SUMMARY D OD OD D LABEL GALL. TYPE UNITS AVERAGE MAXIMUM MINIMUM 26 preston avenue 0.0 0 OD 0.0 L-OD OD 0 D 0.0 0. sea cliff, ny 11579 D OD 0.0 O. 0.0 PARKING LOT ILLUMINANCE F r- -2.1 5.0 .01 (516) 671 - 3624 FNC OD fax(516) 759-7138 Q2S GQ �p0 0 0 OD OD OD OD OD OD OD .0 OD 0 OD \QD 0 D OD OD OD OD D OD OD 0.0 OD 0.0 D O. .0 Qt.C. N.DI D OD OD 0. OD D OD OD OD 0 0.0 OD .0 LUMINAIRE SCHEDULE OD 0 OD OD 0 0 .0 0 0.0 0.0 0.0 0.0 OD TYPE GUANITY LABEL ARRANGEMENT TOTAL LAMP LUMENS LUMENS WATTS LLD LDD DESCRIPTION MOUNT HEIGHT 0.0 OD D 0.0 OD OD OD OD OD OD 0.0 00 OD D D OD\ OD D NPLED13Y �20 A SINGLE 1,51-7 15-2 .76 :76 RAB NPLED15Y 5,000K WALL 13'-0" W OD 0 0.0 0.0 0 OD 0.0 OD 0.0 OD OD 0. 0 0 0 0.0 0.0 0. 0.0 .0 0.0 0.0 .0 -0.11 .11 03 03 A3 .0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 .0 O. OD 51NOLE -2,461 -2010 -76 -76 RAB NPLEPIaY 5,OOOK WALL 15'-0" NPLEPIaY 11 RAB LI&HTIN5 LED MODEL NPLED15Y 5000K 1 5 SAJ E V WALL PACK LIGHTING FIXTURE; MOUNTED L2'-O" OD 0.0 05// 0-5- 0 0*it OJb OD 0 0.0 OD 0.0 OD OD 0 TOTAL LUMENS = 5-7,411 (ALLOWABLE = 25,000/acre 3.72 cirsras x -25,000 q5,015) 5-7,411 total lurnenS, < q3,015 0110NOble, ABOVE 45RADE - HOURS OF OPERATION / 1� - - 1 1/21/20 TOWN PLANNING DEPT DUSK TIL 10:00 FM 0. 0. -3 1.1 3D 1. 3 0.6 0 .5 .15 OD OD OD OD OD,, 0.0 0.0 0. 0\.O"+,;3, RAB NPLED15Y FIXTURE �,- ARE FULL CUT OFF TYPE FIXTURES ARE IDA "PARK SKY" APPROVED FIXTURE (TYPE "A" TYPICAL FOR 0.0 0.0 1 w % RAB NPLEP15Y FIXTURE -20 - SEE= ELEVATIONS) aq 0-3 .0 0.0 08 OD OD 0. 0.0 D OW, ALL FIXTURES ARE ON TIMER TO BE OPERATIONAL FROM DUSK TILL 10:00 PM 0-- IOD 0.0 OD OD OD OD \OD D 0 OD 0.0 0. 0.15- .2 NOTE: 0� 0.0 9.1_ _0j NPLED15Y WALL PACK 0.0 0 -7 7' Oj�- -0.6- cq OD 0\0 MOUNTED L2'-O" A.F.F. HAS A COVERED ,1::f t I \N, \ - \ 1�1 0.0 ENDW .1 1.4/ )Ok� 0,16 MAX. 5.56 fc THE FIXTURE 0.15, --O3 0.4 -0-5, 00 Ox-\ OD 0.0 P. 1 01 1 -12� 5.6 is 0,6 0.4 )4' '2D 11q 1O OD D O V 0 h�y OD O. .1 X03\/,1.5 ------ 0.4 �16 04 1 3 0.6 �yq \,O 0 0 0 OD 0.15 - - D /0- QUILVIN6 A 0. OD OD .11 O.,�/ 1VO PROPOSED 2 STORY T Surface Mount 6.14 05" O MINI STORAGE BUILDING O-� �D 0\0 Configuration 16,575 S.F. Ist FLOOR O. Ilb 0. P-61 P.2 1b,615 S.F. 2nd FLOOR 0.1�, (0.1( "12 15) 1\4 V OD 5-7,450 S.F.TOTAL 0 , OD yQ F.F. EL +42.6 5 L A 2! .0 -3 5 0.0 44'- 4.0 '\Oh dA 1 0.. L.P. I I I 0.0 O. 0.4 a --f5 /0/5 6.4 0.0 -F 0 0 aw, A= �2=D 0 -b,5, Oy 9'1 26 15/ OD 0 / 114 37 L- 1, . f OD 1. OD - ------ COVERED 3 4 q p35641 ENTRY I r, - - N C� PA 141 0.0 \D.15 OA b3 (�-3 0 \O� 0 4691 0.0 0 -1S/ `01- 0-3( .�--' III U� �3 0.0 0 • OD 0.0 LIGHT DETAIL O.p P- \ --603 0.4\ OZ 3.0 0 0.0 0.0 OD 0.0 OD 0 NTS *0 OD \0 OD t;�o 0.. 0.4,�, Q0 0-3� F /0.3 / 10- -1-9\ 1 0 .15 OD OD 0.0 OD 0.0 OD OD D � O Q gbh 0) BUILDING D PROPOSED-2 STORY \1 47.01 L.P.\ 12 o.18y U-5 1 04 1� MINI 5TORAC7E MILDIN5 -2. 03 .1 0.0 OD 0.0 OD 0.0 OD OD OD D + lfi- - \ \ -, .2bdrOO S.F. Ist FLOOR 4. x 47.43 OD 14 ID 26POOFLOOR e-3 01 1 53000 S.F,TOTAL -2.6 .1 OD OD 0.0 OD 0.0 OD OD oD OD 01 OD 0. D *\ I/ F.F.EL. +42.6 OD .1 Op o--)/ 41- 4\0 5 0.1 OD 0. OD 0.0 OD QD.......OD.. 0.0 OD OD OD OD V + .1 1.0\ 4 i 1�2� -;-0, 03 0.0 OD 0.0 0.0 .0.0 0.0 OD 0.0 OD **"OD QD-. OD .0 L.P, 0 j / `IS � '&-\ \ �-, 99 \ 47.13+ 0.08 0-0\1-,D-1 wi113 _2.4 3.9 2. 0 OD OD OD 04 OD 0.0 OD 0.0 OD 0.0 OD OD .0\ \ N \ \ z x 4/.b4 0.0 OX. O.O\ 01� M 15 -1,01 J.. 0 + 0.0 OD OD OD 0.0 OD 0.0.: OD OD OD OD OD D .......... .................. .0 0.0 0\0 1:10, 0 0.0 0 00 �,OJ2 OJ4 Oj- 1 I. 0.4 .15 OD OD .-OD 0.*0 OD OD 0.0 OD 0.0 0.0 0.0 D OD 0.0 OD ON OD OD \O-0 OD OD \Q..1 C 3 .2 OD OD, OD OD 0.0 0.0 0.0 OD 0.0 OD 0.0 0.0 OD OD OD OD 0.0\ OD 0.9�, 0,2- 02 D 0.D 0.0 OD OD OD 0.0 0.0 OD 0.0 OD 0.0 0.0 47.36 0.0 0.0 OD OD 0 OD 0.1 1.0 N [2/14/20 PER TOWN (OMMENT5 4.q 1j, 6 05 0 OD ....6.0 OD 0 OD 0.0 0.0 OD 0.0 OD 0.0 OD 0.0 /47.70 ods �i OD 0.0 OP. 0.0 OD OD 0.0 Ob FZ E V 1 5 1 0 N 5 5 50 1 0 0 .0 0.0'.. OD OD OD 0.0 D OD 0.0 OD 0.0 OD )D • 0. 0.0 OD 01). 6.0. OD OD I \0ss \ . I. .0 h V.V 0.0 0.0 Off, OD OD 0.0 OD OD OD OD THESE PLANS ARE M[*TRKW OF SERVICE AND ARE THE 0.0 D ORD 0.0 OD 0.0 0.0 OD .6.p. OD .1 .4 q �4 'to 0.5 0.0 0.0 PROPERTY OF THE ARCHITECT.[WRINOEMENTS WILL 13E , 4. dr 0.0 OD 0.0 OD OD OD OD OD OD OD 0 47.57 PROMOTED. In -0 qq CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AM 0.0 0 OD OD OD 0.0 0.0 O'D 0.0 0.0 0.0 .2 1 2.q 3.q 2. 0 D.1 0.0 0.0 10.0 OD 0.0 0.0 OD OD 0.0 OD 0.0 x 47.92 DIVIE60%AND SHALL BE RESPONSIBLE FOR FIELD FIT OD 0.0 OD 0.0 0.0 OD 0.0 0.0 .%OD 0.0 0.0 -2cl e) AND QUANTITY OF�M.NO ALLOWANCE SHALL BE MADE .15 1 O. .15 OD 0.0 0.0 0.0 0.0 OD OD OD 0.0 0.0 0.0 0.0 0.0 V. ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 0.0 OD 0.0 0.0 A RAB LIGHTING LED MODEL NE6LE6T ON HIS PART. ��q.o OD 0.0 OD OD 0.0"..... OD 0.0 0.1 0.1 02 .3 0. Oh '0 OD OD .....6.0 OD OD OD OD OD OD OD OD OD OD O. NPLEDI&Y 3000K WALL PACK LIGHTING FIXTURE; MOUNTED 15'-0" 0 0.0 oD OD%0D 0.0 0.0 OD OD 6D OD OD OD Oo OD 0.1 .1 .0 0.0 .0.0 OD 0.0 0.0 0.0 0.0 0.0 OD oD oD 0.0 0 GRADE .15 0 47.68 ABOVE C HOURS OF OPERATION 0 0-0 OD 0-0,6� OD 0.0 OD 0.0 0.0 '-..0.0 OD OD 0.0 1Q.0 0.0 OD O. OD 0.0 OJO OD 0.0 DUSK TIL 10:00 FM (9 0.0 0.0 0.0 OD OD OD OD 0.. North Fork 48.02 (TYPE "B" TYPICAL FOR 0.0 D OD OD ltk 0.0 0.0 0.0 OD Ob...... OD 0.0 OD 0.0 0.0 0.0 0.0 oD 0.0 0.0 0.0 0.0 OD OD 0.0 OD OD 0. 11 - SEE ELEVATIONS) C<)27\/ --p /41.. Self Storage < 0.0 OD OD OD 0.0 OD 0.0 OD OD OD OD 0. OD OD OD OD 0.0 OD OD OD OD OD OD OD OD O. �� , , a9. D 0-0 0.0 OD 0.0 OD OD OD 0.0 .,-0.0 OD OD OD OD OD OD '10D OD 0.0 0.0 OD OD OD 0 47.90 mECEIVED 65 Commerce Drive OD 0 OD 0.0 0.0 0.0 OD D. D ..."-0.0 OD 0.0 OD 0.0 ..-0.0....... 0.0 OD .0 OD 0.0 0.0 0.0 48.17 NOTE: NPLEDI&Y WALL PACK FEB C 4 2021] Cutchogue, NY 0.0... 0.0 0.0 0.0 0.0 48.40 MOUNTED A.F.F. HAS A 0.0 0-0 0-0 0.0 OD 0.0 OD OD %-0.D OD OD 0.0 OD 0.0 OD Soutlilold- MAX. 4.qci fc. ® THE FIXTURE Town Fq 0.0 .0 OD 0. 0.0 0.0 0.0 0.0 OD 0.0 OD 0.0 0.0 OD 0.0 0.0 0.0 0.0 IV' L Planning Board SITE LIGHTING PLAN FA ,r9 0.0 0.0 OD OD OD OD OD OD OD OD OD OD 0.0 OD 0.0 OD .0 AND PETAIL5 OD 0.0 OD 0.0 OD 0.0 OD 0.0 OD 0.0 OD 0.0 0.0 OD 0.0 /48.03 0.. OD 0.0 OD OD OD OD OD 0.0 OD 0.0 0.0 OD OD /48.31 0 6111, APPROVED BY /48.54 SITE LIBHT INO PLAN PLANNING BOARD 4/10Z20 0% ago 0.0 OD 0.0 OD OD OD 0.0 OD OD OD 0 48.10 481. 9 TOWN OF SOUTHOLD DATE 0.0 0.0 0.0 R= 79f 2�-q 0-0 OD 0 4 /o,", 6p 0.0 0 120 _9 db 0 DATE A5 NOTEE 0& .0 09 0 Sr-A L E OF x 48.42 0 DRAM BY •p 0 0 CoNr 48.68 CHECKED BY Do DAA0 DiGiovanni & Associates Architects 1001-01, a01-011 551-0" 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 1q--20 r Z N� I ♦� 'y t g GENERAL OFFICE AREA o ry 155VED L 7/2q/20 TOWN PLANNING DEPT 0 --------------- m O O O O 0 MECH. ROOM MEGH. ROOM 0 Ln Aj P `r 11P 0 o pCIL— o WALL PACK LIGHT FIXTURE (SEE SITE LIGHTING PLAN FOR MORE INFO - TYPJ 1/15/21 ADD BLDG AREAS R E V 1 9 1 0 N 5 FIRST FLOOR PLAN THESE PLANS ARE AN INSTR KNT OF 5ERVICE AND ARE THE A–IPROPERTY OF THE ARCHITECT.INFRIN5EMENTS WILL BE BUILDING — A 3/32" = 11-011 PROSECUTED. CONTRACTOR 5HALL VERIFY ALL FIELD CONDITIONS AND DIME6ON5 AND SHALL BE RESPON51BLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE BU I LD I N5 A - 15t Floor Areas NESE y AR CONTRACTOR FOR ANY ERROR OR TOTAL 6R055 AREA = 18,875 sg/ft - CORRIDOR = 2,150 sgft - 5TAIR/ELEV/MECH. = 720 sg/ft North Fork TOTAL NET AREA = 16,005 sq./ft 152Yo loss factor) Self Storage 65 Commerce Drive RECE�------ _ VED - -�- Cutcho NY FEB � �� zoz� ue g Southofd Town Planning Board 15t FLOOR PLAN BUILDING - A APPROVED BY PLANNING BOARD 4/10/20 AKI TOWN OF SOUTHOLD D A T E FIE AmA 00 DATE $ 2© 7 � A5 NOTED SCALE _2 OF 1 DRAWN BY jb CHECKED BY 00 P% Apt 130 UAA DiGiovanni & Associates Architects 1001-01, e01-011 551-01, 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 Iq 20 ,- EREO qRc N. P � .1 Z (PP NEW O N 155LED 1/21/20 TONN PLANNING DEPT o m O S g 0 ON u% v N 1/13/21 ADD BLDG AREA5 R E V 1 5 1 0 N 5 SECOND FLOOR PLAN THESE PLANS ARE AN►NSTR NT OF SERVICE AND ARE T>f A-2PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE BiJILDING - A 3/32" = I'-O" PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE 5U I LD I NG A - ,2nd Floor Areas ON M BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE6LECT ON HI5 PART. TOTAL G-RO55 AREA = 18,&15 sq/ft - CORRIDOR = 3,625 5c/ft - STAIR/ELEV = 520 s�/ft North Fork TOTAL NET AREA = 14,130 50t (21.1% loss factor) Self Storage RECEIVED65 Commerce Drive FES 2021 Cutchogue, NY L gouti-;oiu l own-- F}Iannin a c)oi rd .2nd FLOOR PLAN BUILDING - A APPROVED BY PLANNING BOARD 4/10/20 TOWN OF SOUTHOLD1% DATE DATE A5 NOTED 2 r SCALE �� 1 DRAM BY jb CHECKED BY DD DAA 13 El E3 0 DiGiovanni & Associates Architects q 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 1q--20 �&�STERED q�9 OQ`041 ID A.D �0 Z � <� ss NEW Y�P� 199L) ED 0 o 1/2q/20 TOWN PLANNING DEPT N 0 0 O O O MGH. ROOM MEGH. ROOM LP J 11 11 UP LAT 0 0 0 0 0 WALL PA.,K LIGHT FIXTURE (SEE 5ITE LIGHTING PLAN FOR MORE INFO - TYPJ q 1/15/21 ADD BLDG AREAS R E V 1 5 1 0 N 5 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRIW00ITS WILL BE PR05EURED. FIRST FLOOR FLAN CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND CA' DIMEN510N5 AND SHALL BE RESPONSIBLE FOR FIELD FIT _I AND QUANTITY OF M .NO ALLOWANCE SHALL BE MADE BUILDING - B 3/ = I -O ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. BUILDING B - 15t Floor Areas North Fork TOTAL OR055 AREA =26,g00 5q/Ft - CORRIDOR = 2,800 54/ft Self Storage - 5TAIR/ELEV/MECH = 660 Sq/ft TOTAL NET AREA = 23,440 5q./Ft (I2.q% loss factor) RECEIVED 65 Commerce Drive I ---- - --- Cutcho ue NY FEB 0 �� 202 L- g So�uthoTa Town Planning Board_ 15t FLOOR ®LACI BUILDING - B APPROVED BY PLANNING BOARD 4/10/20 TOWN OF SOUTHOLD DATE Am I O ;gd% DATE 2G2-I A5 NOTED SCALE 4 OF 1 CHECKED BY DD DAA DiGiovanni & Associates Architects 001-011 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 a e �G�STEREO ry �PJ�O A•�/ �9C' G m v n IDA z � � 8 EFW YOph 1 5 5,IJ E D 0 N 1/2q/20 TOWN PLANNING DEPT O J J 11 O O O O O DN 16 DN q 1/13/21 ADD BLDG AREAS R E V 1 5 1 0 N 5 THESE PLANS ARE AN IN5TM MENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS MLL BE PROMWED. 5 E C-,O N D FLOOR PLAN CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND EA-4BUILVIN& AND OUANTITY OF W .NO ALLOWANCESHALL BE MADE — B 3/32" = I -O° PM. THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. BllILDING B - .2nd Floor Areas North Fork TOTAL GR055 AREA =26,q00 5a/ft - CORRIDOR = 4,275 sq/ft Self Storage- 5TAIR/ELEV = 520 5a/Ft TOTAL NET AREA = 22,105 sq/ft (11.8% 1055 Fodor) RECEIVED ' EIVE® 65 Commerce Drive FEB 2021 Cutchogue, NY Southold Town Planning Board .2nd FLOOR PLAN BUILDING - 5 APPROVED BY pLAN!NMIG BOARD TOWN OF SOUTHOLD 4/10/20 DATE DATE ,2 `aD 2 --- Aml G * p2� A5 NOTED � SCALE 5 OF 1 DRANK BY Jb 6;;r-KED BY DD 0 DAA DiGiovanni & METAL ROOFING (TYPJ Associates 5 N Architects 4'-0" X 4'-0" WINDOW� 12 WEATHER VANE (TYPJ 5 N 5 N IN METAL FRAME m QI2 AS SELECTED (TYP. ALL SIDES) O.H. O.H. METAL STANDING SEAM 5 N ED- 26 Preston avenue ROOFING (TYPJ El sea cliff, ny 11579 � ® (516) 671 - 3624 fax(516) 759-7138 L2 3(- 12 13 TO PLATE TO PLATE Ln �q 20 �STER�D EL. EL. +20'-O +20'-O� �G q P O � O G �r m ry 0 v C) m - - - z a- 0 z m N 7 TO *2nd FLOORLn i TO 2nd FLOOR 0 �V 9 EL. +I0'-5" EL. +10'-5" N Y OP's a s ❑ F1 ❑ ❑ O TO Ist FLR SLABTO Ist FLR SLAB DATUM EL. +0'-0" 1 5 5,U E D METAL 510ING(TYP) METAL LEADERS d WALL PACK LIGHT 1/28120 TOWN PLANNING DEPT GUTTERS 40'-0" O.G. FIXTURE (TYP) (TYPJ NEST ELEVATION A-5 BUILDING - A 5/52" = 1'-0 " METAL ROOFING(TYP) N 5 N 5 N s WEATHER VANE (TYP) �12 z? 4'-0" X 4'-0" WINDOW A5 SELECTED IN METAL FRAME 5% (TYP. ALL SIDES) METAL STANDING .H.SEAM OO.H ® ROOFING (TYP) L2 Fffl L2 3�— 111H HIM11 1111111 11HIM I TO PLATEM1TO PLATE EL. +20'-0" O ;fl I v - N F - m O aJ r I a- m N T n FLOOR 02d L TO 2nd FLOOR EL. +10'-8" cqzz TO Ist FLR SLAB TO Ist FLR SLAB DATUM EL. +O'-0" I 1 1111 111 11 DATUM EL. +0'-0" METAL WALL PACK LIGHT METAL LEADERS b SIDING (TYP) FIXTURE (TYPJ GUTTERS 40'-0" O.G. (TYP) 2 EAST ELEVATION WALL PACK LIGHT LEGEND A-5 E3UILDIN6 - A 5/52" = 1'-0 " A 0 RAB LIGHTING LED MODEL NPLED13Y 3000K WALL PACK LIGHTING FIXTURE; MOUNTED 12'-0" ABOVE GRADE 12/14/20 UPDATE LIGHTING HOURS OF OPERATION 8/12/20 UPDATE ROOF5 DUSK TIL 10:00 PM (TYPE "A" - TYPICAL FOR Ig) R E V 1 5 1 0 N 5 B O RAB LIGHTING LED MODEL WPLEDISY 3000K WALL PACK THESE PLANS ARE AN IN5TRMNT OF SERVICE AND ARE THE LIGHTING FIXTURE; MOUNTED LZ-O" PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE ABOVE GRADE PR05ECUTED• HOURS OF OPERATION CONTRACTOR 5HALL VERIFY ALL FIELD CONDITION5 AND 1L1.21 5NDUSK TIL 10:00 PM DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT (TYPE "B" - TYPICAL FOR 13) AND OUMTITY OF WORK.NO ALLOWANCESHALL BE MADE 2 5 N ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. METAL STANDING SEAM El METAL 5TANDING SEAM , N ROOFING (TYP.) ROOFING(TYPJ METAL SIDING (TYP)12 North Fork 3I 12 1.23 L2 Self Storage 13 31 3 �3 T71 TO PLATE TO PLATE EL. +20'-O" EL. +20'-0" 65 Commerce Drive - - O v N = Cu chogueN Y s ��I � - Ln �- T n R TO nd FLOOR TO.2n d FLOOR cr 2 + '- " + '- " FEB 0 4 2021 EL. 10 8 EL. 10 8 Lsoutho�_--lu-< T-- - awnELEVATIONS Planning E3 o o oarci TO Ist FLR SLAB TO Ist FLR SLAB 5ll LDIN O A DATUM El DATUM EL. +0'-0" \ WALL PACK LIGHT `—WALL PACK LIGHTpp�O�ED Q METAL----/ FIXTURE (TYP) FIXTURE (TYPJ Y 4/10/20 510INO (TYP.) PLANNING BOARD D A T E 3 NORTH ELEVA710 1 SOUTH ELEVATION TOWN OF SOUTHOLD A5 NOTED A-5 BUILDING - A DATE 1 �2��� 5 G A L E b OF l E301-DIN6 - A 3/32" = I'-O" DRANK BY jb CHECKED BY DD DAA 0 0 ® DiGiovanni & Associates L L2" 5 METAL ROOFING(TYP) Architects L2 METAL 4 N METAL STANDING SEAM WEATHER VANE (TYPE1[72 � 4'-O" X 4'-0" WINDOW l2 s " 12 s N 26 Preston avenue ROOFING (TYP.) A5 SELECTED IN METAL FRAME I2D LD METAL 5TANDING SEAM sea cliff, ny 11579 g a (TYP. ALL SIDES) ROOFING (TYP) (516) 671 - 3624 fax(516) 759-7138 3f p PGI STEgF J1D A. 9 TO PLATE EL. +20'-O" a O ,.0 'i h m v- O m ti TO 2nd FLOOR � �• W +x EL. +10'-&" 0 155VED TO 1st FLR SLAB DATUM EL, +O'-o" q/20 TOWN PLANNING DEPT METAL---jWALL PACK LIGHT 51DING (TYP) METAL LEADERS d J FIXTURE (TYP) METAL ROLL UP GUTTER5 40'-0" O.G. (TYP) DOORS (TYP) NEST ELEVATION A-6 BUILDING - B 3/3.2" I'-O" S N METAL ROOFING(TYP) 12 I2 D N 5 jl�2 L2 4'-0" X 4'-0" WINDOH� alt WEATHER VANE (TYP) METAL 5TANDING SEAM m A5 SELECTEDMETAL 5TANDING SEAM � IN METAL FRAME ROOFING(TYPJ (TYP. ALL 51DE5) " 8"ROOFING(TYP.) � �1,O.H. O.H. 3� �12 3 TO PLATE 7111111111111111111111111 . . . . . . . . HHHH 111111111111111UHHHHHHk HHWH HHHHHIHIIII EL. +20'-0" p O v - m N m O m TO.2nd FLOOR EL. +10'-8" TO 15t FLR SLAB DATUM EL. +0'-0" METAL HALL PACK LIGHT METAL LEADERS d SIDING (TYP.) METAL ROLL Up—/ FIXTURE (TYP) GUTTERS 40'-0" O.G. DOORS(TYP.) (TYP) WALL PACK L16HT LEGEND EAST ELEVATION 0 RAB LIGHTING LED MODEL A-6 WILDING - B3/32 I -O WPLED15Y 3000K HALL PACK " LIGHTING FIXTURE; MOUNTED 7-0" ABOVE GRADE HOURS OF OPERATION DU5K TIL 10:00 PM 12/14/20 UPDATE LIGHTING (TYPE "A" - TYPICAL FOR Iq) B 8/12/20 UPDATE ROOFS O RAB LIGHTING LED MODEL R E V 1 5 1 0 N 5 WPLEDISY 3000K WALL PACK LIGHTING FIXTURE; MOUNTED 12'-0" ABOVE GRADE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE HOURS OF OPERATION PROPERTY OF THE ARCHITECT.INFRIN6EMENTS WILL BE 1121 DUSK TIL 10:00 PM PR05EUTED. ONT2 (TYPE "B" - TYPICAL FOR 13) CRACTOR 5HALOND L VERIFY ALL FIELD CITIONS AND &12 DIMEN51M AND 5HALL BE RESPONSIBLE FOR FIELD FIT ORKMETAL AND OVANTITY OF W .NO ALLOWANCE SHALL BE MADE METAL STANDING SEA l2 METAL 5TANDING SEAM ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR ROOFING (TYP) SIDING ROOFING (TYP) NE6LECT ON HIS PART. [Ell North Fork 312 �3 Self S TO PLATE TO PLATE TTIT T EL. +20'-0" o EL. +20'-0" - � o u, 65 - - Commerce Drive �r m tr O m ry - - m s O B B m Cutcho ue NY T n F R g TO 2nd FLOOR O 2 d L00 EL. +10'-&" EL. 10 8 _ - ELE VAT I ON5 0 o TO Ist FLR SLAB TO 15t FLR SLAB DATUM EL. +0'-0" DATUM EL. +0'-0" 5 J I L D I N5 e E3 METAL WALL PACK LIGHT WALL PACK LIGHT r- 51DING (TYP) FIXTURE (TYP) FIXTURE (TYP) �►PPCC �dcD B� PLANNING BOARD 4/10/20 RECE ED T01dNPJ OF SOUTHOlD DATE 0 3 NORTH ELEVATION SOUTHELEVATION [ ---- DATE Z- � I202� A5 NOTED A-6 BUILDING - B 3/32" I'-O" 4 FY 2021 5 G A L E I OF l BUILDING - B 3/32" I'-O" `� f,.� LS�Out"01-6-To-- wn DRAWN BY p Planning Board re-HECKED BY DD OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ' N, ; Southold, NY 11971 ff (cor.Main Rd. &Youngs Ave.) `,n . Telephone: 631765-1938 Southold,NY P q www.southoldtowuny.gov coy PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 12, 2021 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Site Plan Approval: North Fork Self Storage #3 65 Commerce Road,,Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolution was adopted at a meeting of the Southold Town Planning Board on January 11, 2021:' WHEREAS, this Site Plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic, the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on April 6, 2020, Martin Kosmynka submitted a portion of a revised site plan application; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and WHEREAS, on August 3, 2020 and August 14, 2020, Martin Kosmynka, owner, submitted additional site plan application information for review; and WHEREAS, on August 10, 2020, the Southold Town Planning Board accepted the application as complete for review; and North Fork Self Storage #3 Page 2 January 12, 2021 WHEREAS, on August 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on August 15, 2019, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on September 14, 2020, a Public Hearing was held and closed; and WHEREAS, on October 20, 2020, the Suffolk County Planning Commission (SCPC) provided comments regarding the proposed action; and WHEREAS, on October 28, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on November 13, 2020, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS, on December 2, 2020, the Southold Town Engineer reviewed the proposed application and determined that revisions to the site plan were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and Drainage plan; and WHEREAS, on December 2, 2020, the Southold Town Fire Inspector reviewed and determined that the buildings were required to be constructed with fire suppression sprinklers, and that there was adequate fire protection and emergency access for the site; and WHEREAS, on December 4, 2020, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, at a Work Session on December 7, 2020, the Southold Town Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on December 7, 2020, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on December 22, 2020, the Suffolk County Department of Health Services (SCDHS) granted approval for this project under their reference #C-20-0011 for "Mini- Storage at 18gpd"; and North-Fork Self-Storage #3 Page 3 January 12, 2021 WHEREAS, on January 4, 2021, Martin Kosmynka, owner, submitted a revised site plan, grading & drainage plan, photometric plan, and SCDHS plan for review; and WHEREAS, at their virtual work session held on January 11, 2021, the Southold Town Planning Board reviewed the revised site plan, revised photometric plan and the approved SCDHS plan; and WHEREAS, on January 11, 2021, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 Site Plan Approval of the Town of Southold were met; and WHEREAS, on January 11, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed Warehouse Mini Storage as a permitted use in the Light Industrial (LI) Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "North Fork Self Storage #3" prepared by Kenneth H. Beckman, L.S., dated March 2018, and last revised December 22, 2020, and authorizes the Chairman to endorse the plans listed below: Sheet 1 —Site Layout (dated 3/2018; last revised 12/22/20) Sheet 2 — Erosion Control and Planting Plan (dated 3/2020; last revised 12/22/20) Elevations — Building A (dated 4/10/20; last revised 8/12/20) Elevations— Building B (dated 4/10/20; last revised 8/12/20) 1St Floor Plan — Building A (dated 4/10/20; last revised 7/29/20) ; 2nd Floor Plan — Building A (dated 4/10/20; last revised 7/29/20) 1St Floor Plan — Building B (dated 4/10/20; last revised 7/29/20) 2nd Floor Plan — Building B (dated 4/10/20; last revised 7/29/20) Sheet SP— 1 a Site Lighting Plan and Details (dated 4/10/20; last revised 12/14/20) Conditions 1 All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced by the property owner with the same species and size as shown on the approved site plan during the next planting season for the particular plant material. Any change in tree or landscaping species must be approved in writing by the Planning Board. Norfh Fork Self'Storage #3' Page 4 January 12, 2021 Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: 1161 r�NC� �U'��/� , Applicant Signature Date: G 2 ®� l OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 m� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) awn Southold, NY Telephone: 631 765-1938 d www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 6, 2021 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Extension of Approval - Site Plan for North Fork Self Storage #3 65 Commerce Road, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 5, 2021: WHEREAS, on January 11, 2021, this Site Plan was approved for the construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District; and; and WHEREAS, on March 25, 2021, the applicant requested an extension of site plan approval with the knowledge that the approved project would not be completed within the eighteen month site plan approval granted; and WHEREAS, at a Work Session held on April 5, 2021, the Planning Board reviewed the application and determined that the Site Plan remains in compliance with current rules and regulations; and RESOLVED, that the Southold Town Planning Board grants an Extension of Approval with Conditions, listed below, from January 11, 2021 to January 11, 2024 of the site plan entitled "North Fork Self Storage #3" prepared by Kenneth H. Beckman, L.S., dated March 2018, and last revised December 22, 2020. NFSS #3 Page 2 April 6, 2021 Conditions 1. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced by the property owner with the same species and size as shown on the approved site plan during the next planting season for the particular plant material. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. NFSS #3 Page 3 April 6, 2021 If you have any questions regarding the above, please contact this office. Respectfully, 6 D�j- Donald J. Wilcenski Chairman Encl„ cc: Building Dept. Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY �� Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 9, 2024 Mr. Marc Slayton Good Friend Storage 50 Commerce Drive Cutchogue, NY 11935 Re: Extension of Approval - Site Plan for North Fork Self Storage #3 65 Commerce Road, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Slayton: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, January 8, 2024: WHEREAS, on January 11, 2021, this Site Plan was approved for the construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District; and; and WHEREAS, on March 25, 2021, the applicant requested an extension of site plan approval with the knowledge that the approved project would not be completed within the eighteen month site plan approval granted; and WHEREAS, at a Work Session held on April 5, 2021, the Planning Board reviewed the application and determined that the Site Plan remains in compliance with current rules and regulations; and WHEREAS, on April 5, 2021, the Southold Town Planning Board granted an Extension of Approval with Conditions, listed below, to January 11, 2024 of the site plan entitled "North Fork Self Storage #3" prepared by Kenneth H. Beckman, L.S., dated March 2018, and last revised December 22, 2020; and NFSS #3 Page 2 Janua g 2024 WHEREAS, on December 5, 2023, the applicant requested an extension of site plan approval for 36 months (3 years) due to reasons detailed in the January 8, 2024 work session staff report; and WHEREAS, at a Work Session held on January 8, 2024, the Planning Board reviewed the application and determined that the Site Plan remains in compliance with current rules and regulations; therefore be it RESOLVED, that the Southold Town Planning Board grants an Extension of Approval with Conditions, listed below, from January 8, 2024 to January 8, 2027 of the site plan entitled "North Fork Self Storage #3" prepared by Kenneth H. Beckman, L.S., dated March 2018, and last revised December 22, 2020. Conditions 1. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced by the property owner with the same species and size as shown on the approved site plan during the next planting season for the particular plant material. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. NFSS #3 Page 3 January 9, 2624 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, )C%-0_,I H, James H. Rich III Chairman Encl. cc: Building Dept. Town Engineer Town Hall Annex � - ,,, MAILING OFFICE LOCATION: P.O. BoxLING ADDRESS: '„. 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) � ' �� Southold, NY ���r Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 3, 2024 Mr. Marc Slayton 137 Riverside Drive, #6B New York, NY 10024 Re: Approved Site Plan for North Fork Self Storage #3 65 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Slayton: The Planning Board has found that the requirements for the 53,800 sq. ft. storage building (aka Building B) of the above-referenced Site Plan have been completed based on the January 22, 2024 Planning Board work session and the subsequent site inspections conducted January 31st, February 29t" and March 26, 2024 regarding exterior lighting. This building is in general conformance with the approved site plan entitled "North Fork Self Storage #3" prepared by Kenneth H. Beckman, L.S., dated March 2018 and last revised December 22, 2020; and, the Planning Board supports the issuance of a Certificate of Occupancy for this building. Please note that the 37,750 sq. ft. storage building (aka Building A) has not been constructed and will require a final site inspection when completed; a site plan approval extension will be necessary if site work is not completed by January 2027. Additionally, the Planning Board allowed the following as-built changes to the Approved Site Plan as shown on the as-built plan dated March 2020 and last revised January 5, 2024: • Relocation of two (2) ADA compliant parking stalls from nearest the entrance of Building A to nearest the entrance of Building B; • Relocation of front yard fencing and entry gates to secure the site in relation to the location of Building B. All fencing must be compliant with Building Department rules and regulations; • Activation of an internal cross access driveway to SCTM#1000-96.-1-1.2 under the same ownership (North Fork Storage LLC). NFSS#3 Page TWO April 3, 2024 Please note that there are ongoing site plan conditions. This letter does not condone any changes from the Approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Respectfully, James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer [FIN. GRADE EL. 42.0 SLOPE 1/2" MIN. 1 1/2" THICK o o TRAFFIC BEARING / WEARING COURSE O^ ^ F.F. EL. 42.6 TRAFFIC BEARING TRAFFIC BEARING C.I. 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N +k2 2 ito / / \\ / _ / 24, O '95) �. \ G�' UTILITY r Z FINISHED GRADE i-1 I o:, �., 1 O Q / \ p� ai a OQ•� >°, \ X O. 1 i 1=III-) I I . ,p -I O ,, 6 a � / \ / Rti. \ / . r QR �� \ �, EASEMENT z W I I I-I I 1=I I I=I I( • '• .: • •: . • . -I I I Q A5`J / \ / + \ cr) • R 6 P <<e' \ 4, rn~ • �-III=III=III=III-III-III A' .. ' c COMPACTED GRAVEL FILL BASE (v O / / • P \ 0 g0 �=III=III-III I I I- 1 I- III TOWN NOTES: CAST IRON � �.p1 Og h M / \ / i OPEN GRATE O A3' \ / 15 GP - •° ' F4" CONCRETE COVER �� / / PROP. ,p X -III"' I -� - (- FINAL GRADE WHERE APPLICABLE ` cr �[ D.I. EL. \ i Gpp \ �F, . \ � -III�I III- I 1 1-,) 1. IN NO CASE SHALL THE RETAINING WALL g15 a SYST. NO. 3 i 15" M EXP. J/ -I I -III-III- EXCEED FOUR (4) FEET IN HEIGHT. rn � 4 (©� (43.35) / a SYST_ No. UNDISTURBED VIRGIN SOIL TOP E/(43.7 ) � o \O� PRO . 1�\'ui� L•P• ` 2. ALL REGRADING AND CONSTRUCTION SHALLETAINING WALL CONFORM TO THE CONCRETE BRICK WITH () j Cv �� $� �.. ,n TOP EL. 3"f 5 \� �\S.T. v i � � RETAINING WALL SECTION TOWN OF SOUTHOLD SPECIFICATIONS. - MORTAR & 1/2 P.C. MORTAR O �• � A�• D.I. EL /a �- �QQ- � � \ ( \ #5 BARS 0 6" EACH WAY O � �' " o �. • / 15 CPP , - o (43.35)26 0 h�\\ �,o' O \ \ L.P. O I I S.0' g QQ p0 0 +° p / ® 6 P� +&2 \ �� PRO . E 6" PVC ROOF DRAIN 0 v l O O ry �, O D.W. EL. \ P�. L.P. \y/y 12" ADS SEE PLAN & STRUCTURE �6.0' IX ? 4 Q m ? (43.85) \ 0 6y \ • • • • • _ N-12 SCHEDULE FOR MORE INFO. a1 / N O O� o o W O / \ P\� AVC \ 9sA 9 �y \ / ' Cu Z ov I 1 \ ® / / N maW 0 � �� m / \a� +11h \ v \\ 90F >W STORM I I OC�� CuO�tiQ �CuO \ 17 C' R i� g6 /. . . . . . . . . . . . . . . . I--z �L `DRAIN I 3'-0" WIDE SAND & GRAVEL \^ D.WJ EL. / ��J Q m Z / \ p. \ • \ ( 0 A� w¢ I. I ®®L RING I COLLAR ALL AROUND k o \(43!95) O O zi O O 6'. �p \-� / . N ®�®� 4„ . 7 ; I T Q Z CO �. m �,, 2 a \ D.W.SEL. c�4 oo , I.'': •• I r MMLmr-ImmmrI \ `Q m 4' o p /� (O \ (43.85\ o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ®�®��L I +. . L.P. //1 /I \ / ��^� ^ j 20 0 .t M \ ®�®��®®� © �' R/ate 'b,6) / \\ O co^ O � 4 \ +°� .\6 13 \ /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GROUNDWATER N .' SEE .'D RAINAGE`CALCS; , . . .) � �go m IjRr ., \ \ - aj- O 9 kq!- '��'J� \ �\ �O oe I �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / a/ � �3 W� SNF I \ % Y T. No. 1 . . v / I +� , � ,44\ � D.W. EL.� R", \\ 1 TOP �L.(43. 5 . . . \ / NOTE ALL DRYWELLS SHOWN / i / / - \ • (44.0) \ �`'S \ �� . . : : . . .. . DRYWELL TO BE EQUIPPED WITH AN " < COVERED l� l -_ a `�. \ Q`1l 'pi��i.0 %\ Q!�` '��. \. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPEN GRATE SHOWN THUS •" ENTRY Q 4 / �__ - CL O' F \ . . . . �. . . . . . . . . . . . . . . . . . . . . . . • / 111. p SYST. No. 1 y \ . <I- . . . . . . . . . . . . . . . . . . . . . . a / D.I. EL. ^ / 'S _� TOP EL.(43. \ E` . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . � . . ./ . / O CpP a, \ SYS No. 10 Ohl . . . . . . . . . . . . . . . . . . . . . . x /. ./. . / / 439 a / (43.35) co / ® � ` T.H x• \ TOP EL.(43.95) Q`�� , , , , , , , , , , , * • . • • . . . . . . �� .�./. ! .� // SYST. No' 4 / 40 \ . . . . . . . . . . . . . . . Ck. . . . . . . . . . . . . . . . Q� . /. / \ W TOP EL.�/43.75) s'p�c R \ > • cy . ' . ;/* : /'/: / ry / \ tD QQ . .�' . . . . / / +� ® �� LIGHT� / G . . \ ./I. \\// . c,�r� co / 15,. D.W. EL. POLE I �� . . . . . .+ . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . '. . . ./. �P./ / / • � �;- / + \ ��0� .a Q4 CPP ® (43.95) TO BE / I • A� \. . . . . . . . . . . . / . P/,b \ CTS h / REM01/IE6 n2lb / D.W. EL. • • • • • ' . . . . . . . . . . . . . . . . . . . . . .�. / . .`Z., // ZZ / D.I. EL. 35 4' G�� // + 6"P G (43.75 %./. `z1 -1 -� �� \+ • / (43.35) eP / -1 G o`� / 16 G. > �,� 47.01 N ./ . . L.P.A363 D.W./EL. / � ,P\ // + r,;\d C'N eYG �". / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. - � // � ��lc 47.43 \ (43./95) / o �cF / ,4 GF, Q0 F.P \ / ; . �. / 36P N Fo °J.0 + / G� �y p0 / Qp��P -.? C3 `,�h /� >O . . . . . . . . . .; . .; // ��C � 913r 6 \ ^. / / +,v,5 's: SYST. No. 15 Q 1\ / Quo Coo,oj�) N .,.)13 .; // / A \ 2/ \Z\\ + yF / �� ss \ ��6 a / g M/ / �,oTOP EL.(43.75 +aA' ( � el.��. // �,� ;"I. / . / \ A 3o,Q, / � GF`' 1R 6"pVG 0500 F� / .bt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ . 11 . ./ . / \ � �/ °' AQP • 0Qi , �� / . . . ' . '. �/ . / �� / N , \ \ \ s�Q RIDGE1 �'� \ 45.0, I o \\ r0, 4o PO�� / . . . .E. I'- WOp . . . / . // Q �6• / \ L.P. 1 \ / `I I O. 4 . . _ /. / F. . . A3�(� Z . .\��r �� � ti \ . '1 / . . /. . . . . . ./ . / 47.13 / 71 . \'J MEET ` \ 0°'0 YST. No. � . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . ./� . . . . . . .; - . ,// / \+ • , ' , '\ \ � 1 s *0 \ TOP EL. ,0.7 . . °. . . . . . . . . . . . . . . . / . . . . . . . / . /11 �t 47.54 \ EXIST. PAce \ (/ .. . . . . . . . . . . . . . .. . . . . . . . . . . . . ./. . . . . . . / '�I • ,yh . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . . ./ - - . / / FA � Gq \ .. .\ . . . . . . . . . Q . ' .' . . . . . . cF °. �y1 +b,b? \ by . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . . . . . . /. . . / 01 �� op'r \ 1 \ ,� 1 Q Q . . . . . . . . . . . . ., . . . . . . ./. . . . / / t . G / . / / F, EL. 43.9 '� �`9 \ \ �0� . a.p Q \ A- �� .� . . . . . . . . . . . . . . . !. . . .. . . / . Q •�' 6„ � \ �'� �'• ' ' ' ' ' ' • • • • • • • • • • • • • • • r +°2 •// BY McDONALD GEOSCIENCE F`q X17 . . . . . .. . . . . . . . . . . . . . . . . . \ , R. . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . !. . Q' AA g9 0 . 'OV 6'P VC 9 / . / 12/4/2020 r__1 , \ \. \. °�' . . . . . . SYST. NO. 6 C \ gl D.W. EL. °� O\�N�. _ . . . . . . . . . . . . . !�. /. j MIXED SAND o �> . . . . . . . . . . . . . . . . . . OP EL.(41.9) \ 'S . . . . . . . . BOO. . . . . . . . . .- . .-- _ ` - - - . . . . . . . . . . . / . / 0 LOAM, GRAVE �`� 43.95 /' _ Ci s. . . . . \ �5. ,ac ( ) . . . . . . . . �. . . . . . . . . . . I . . . . . . I . . . . . . . . . . . . I . . . . . . . . . . . . ./ �6�� / BROWN O bt- � \. . .\ FNc . . . . . . . . . . . . . . . . . . . . % F . . . . . . . . . . . . . . . . . . . . . . / SILT (ML) ri �. \.\. �. ��NF 00 �1 j �Q 47.36 / \, . , . . . . . . . . . . . . . \ . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . �� ��F. �Y � /�/jh1 j / LEGEND %F. . :�. . . . . . . . . . . . . . . . . . . . . > , ��. MEET .., . . . . . . . . , 47.70 .\, . . . . /.F. . .o. . . . . . . . . . . . . . . . . . . V ��� EXIST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . .;i . .; P\� SAND & F,o . . . . . . . . . . . . . . . . . . . . . ,1A . . . . . . . . . . . . . .S. el/ . .\. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / �Q� / ^,�'. GRAVEL o i_ PROPOSED LANDSCAPING 0 1z, . . . . . . . . .\\ . . . . . . / . . . . . . . . . . . . . . . . s . . �. . . . . . . . . . . . . . . . . . . . . . . . . /. / P / rx (SP) - >> \ �. . /. . . . . . . . . . . . . . . . . . . y °1 / . . . . .\. . . . . . . . . . . . . . . . . � . . . . . . . . .//. , GJ �Q 11W PROPOSED WALL LIGHTS '�-� \ . . . . . . . / . . . . . . . . . . . . . . . . . . . .0 0F. 01., d'p .o /. . I �s �o s •p. D.W. EL. 0 / . . \ . / / . . . . / -v-u- PROPOSED SIGNS sz� . . . . . . . . . . . . . . . \ . . /. . I . . . . . . . . . . . . . . . . .o L 43.75 J1 /. \ . . . . . . . . . . . . ` - . . j. . 76, . . . . . . . . . . . . . . . \. - / . . . . . . . . . . . . . . . . . . . •p n� ( ).G/ .. . . . . . . . . . . . \ . . . . . . . . . . . . . V�. � . y / " . / '1�` / • PROPOSED CONC. FILLED BOLLARD �• . .` I. 9�' �O Tl P GRA P�Q`Z`,. ./� Q oK FT PROP. TRANSFORMER PAD R5o q0 O ( ) GQ Q_ /�. \ / // 47.57 / NO WATER ENCOUNTERED ❑ . . . . . . . . . . . . + o , . . . . . . . . . . . . . Q0 . - . -. • . -. . . .. . . .. . . .. . . .. . . .. . . .. . . .. ' . - ./ . . . . . �. . ' . . ' . . ' . . ' . . . . .' . .' . ' . Qom, . . . . . . . . . . . . . . . .\. . . . . ; . . . . . . . . . . . . . . . . . . . . . ./ . . / TEST HOLE ❑D PROP. DUMPSTER / 6 R ® /. \ ,,. . . /./ • a e./ . . /. 0 6"PVC / . . . . . . . . . . . . . . . . 0. . . . . . . . . . . . . .. . . .. . . .. . . .. . . +ja. ./ cd 47.92 Fq \ . . . . . . . . . �. . � . SYST. No. 7 I�`� SYST. No. 8 / . . . . . . . . . / . ��. / 1 �/ NOTES: R . . . . . . . . . �,. Q ( . - . • . . . . . . . . . . . . . . I . . . . . . . : . \ . . . / . 0 c� . . . . . . . ./. � . � . ' .' . ' .' . • .' . ' .' . ' . , . � . � . ' . . . . � - . . TOP EL.(43.95) TOP EL. 43.9 . . . \ . !. . / . p• Ro / 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON lR, ° . . . . . . . . /. . . . . . . . . . . . . . . . . . . . . . moo . . . . . . . . . . . . . >o�s / . . . . . . . . . . . . . . . . . . . . . . . . . . .\\ . . . . .' . ' .' . • . . . . . . . . . . . . . . . %/. . . . ./. �1 / /�'`i� / . MAP OF NORTH FORK INDUSTRIAL PARK. F,o ss . . . . . . . . . .If ' .� . . v . . . . . . . . . . . . . . �o I .cp, / I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . j!. . . . . . . V �(� / �� / 2. THERE SHALL BE NO ACCESS TO DEPOT Q ' ' ' ' ' / ' ' , G h • • h �/ a / 0. • �". . . . . . . . . . . . . . . ti h .! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . ! . . x ,/ 0 / LANE �9 . . . . .•.• . . .. ./. . • . . 0..� . . . . . . . . . . . . . . . �F � ., \ ,� O / 0 3. STORAGE BUILDINGS DO NOT CONTAIN /. .o / . . . . . . . 0 l POTABLE WATER OR SANITARY FACILITIES. . . . . . /. . . . . . lZ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'�,-u* //. . . .. . . . . . . .. ..... . . . . . . . . off . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��`°/ 47.6 ` //oJ�O / SANITARY CALCULATIONS 4. SOLAR PANELS TO BE INSTALLED AS / . . . . . . Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s !. . . . . . . . . . . . . . . o° . . . . . . . . . . . . . Sc ` l / DESIGN FLOW PART OF PHASE 3 �G /. .o /! . ani, AREA OF SITE = 3.7386 ACRES o . . . . . . . . . . . . . . . . , . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ARTICLE 6 ZONE DESIGNATION = IV 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. O _0� 1 , • , . • • • • . . .�, 'rR. ! �- X48.02 ALLOWABLE FLOW PER ACRE = 600 G.P.D. . . �T. .+' s`r /./ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /./ / / / DENSITY = 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE Fq '7 5$ . . . . . . . . .T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �`s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / /� / DESIGN FLOW x . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. O / NON MEDICAL OFFICE SPACE = 300 S.F. x 0.06 G/S.F. = 18 G.P.D. DRAINAGE CALCULATIONS. �O ; �`�• �" . , �6 // ,a�48.2 �> \ tS�I . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q / / / '.� SEPTIC TANK NOTES `rO. A- \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j. c� ��\ / / ��' REQ. CAP. = 18 G.P.D. x 2 DAY FLOW = 36 G.P.D. 1. ALL DRAINS ARE CONNECTED WITH 15 CPP �c. s Q.' ' ; i p1' / / / / Q PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. 2. ALL ROOF LEADERS ARE CONNECTED WITH 6" PVC A3F o J� > +R°$ i �Q / / LEACHING POOL �s . . . . . . . ° . . . . . . . . . . . . . . . . . . . . . . . / / REQ. SIDE WALL = 18 G.P.D. - 1.5 G.P.D./S.F. = 12 S.F. SYSTEM No. 1 O •/ / PAVT. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. /7� \ • •O� ' )' EFFECTIVE DEPTH REQUIRED 12 S.F. -�- 25 S.F./V.F. = 0.48 V.F. 90 USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. �/ - - ' ' ' ' ' ' ' ' ' ' ' ' ' ' /' �I - _/ - - � USE 2-8' DIA. 6 V.F. EFFECTIVE DEPTH SYSTEMNo. 2 . . . . .` ` . . . . . . . . . . O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�/ / // 8.17 / p°' PAVT. AREA = 2625 S.F. x 100% x 2/12 = 437 CU. FT. � \O / �. ti0 I HEREBY CERTIFY THAT THE WATER SUPPLY(S) USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. . . . . . . . . . . . . . . . . . . . . . . ' . , . . ' ', j ' ' / / / / �` �• R=1" AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS '• / �ri G� FINAL PROJECT WERE DESIGNED BY ME OR UNDER MY SYSTEM No.'s 3 & 4 . T - • ' / • /� / 48.40 O GRADE DIRECTION. BABIED UPON A CAREFUL AND PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. '/ v / GROUNDWATER 1 59 . /. AF, // OGS CONDITIONS,SALL LOTS, AS ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. X . . . . .� +. . . . . . . . . . . . . . . . . . . . . . . . \ TOTAL REQ. CAP. = 1202 CU. FT. ..� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • . • • • • • • • • • • • • • •� �\ / ��.b M ADJACENT PROPOSED CONFORM TO THE SUFFOLK COUNTY USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. FA �. � �0`I' // / F PAVEMENT STANDARDSTIOF N EFFECT AS OF SERVICES DATETRUCTION SYSEM No. 5 Ir . .a . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . i / 0 � k6. exlsr.' . I. 6 -r PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. R •1, +. . . . .EWELLXISTO FARMER.TEST.WELLS i . . . . tK - - / " USE 1-8 DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. . . . . . . . . . . . . . . HAVE. BEEN. ABANDONED I. . . . . . . ' . .' . . . . . . . . . . . .'. . . . . . . . . . . . . / 7 1-11 4/5/2022 Q i SYSTEM No. 6 rr ' ' ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' ' • .1-1 . . . . . . I / I' / �% / SIGNED DATE PAVT. AREA = 3440 S.F. x 100% x 2/12 = 574 CU. FT. I y / 48.03 ��' ROLLED ASPH. CURB DETAIL USE 1-10' DIA. 9 V.FT. = 616 CU. FT. ACT. CAP, ESTIMATE OF QUANTITIES `S I' ' • • j�' / / �\/ THOMAS J.CONSULTING BENG NEER P.E. , �,EXIST. , •I I � / / ,��� 1814 MIDDLE COUNTRY ROAD SYSTEM No. 7 COBBLESTONE CURBING 702 L.F. WELL o �' / / o / rk6 .i. 48.31 � SUITE D PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 Cu. FT. CONCRETE CURBING NONE A6, , . . . . . . . . . . . . . . . . . . . . �- . 7--.-. - ��. / 0 1-1/2" 1-1/2" ASPHALT RIDGE, NY 11961 ROOF AREA = P. = S.F. x 100% x 2/12 = 200 Cu. FT. ASPHALT PAVING 50,009 SQ. FT. �s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+. . . . . . . . . . // / / / TOTAL REQ. CAP. = 698 CU.752 STONE BLEND PRIOR TO FUTURE DEV. 18,875 SQ. FT. / / / NOTE: USE 1-10' DIA. 11 V.FT. = 7�2 CU. FT. ACT. CAP. >c 48.54 1 / WALKS 835 S.F. A Fo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . , . . . / � ALL BUILDINGS WITHIN 150' OF PROPOSED SANI A � n SYSTEM No.'s 8. 9 & 10 FENCING 114 LIN. FT. .'s >z6, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �tx 48.10 /�;\' / ° A . E C E�_�__'__- �- SYSTEM ARE CONNECTED TO PUBLIC WATER SU P _- PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. C' • • • • • . . . . . . . . • • • • • • • • • • • • • • • • • • • • • / \',F' \ ° ° 'd BINDER COURSE" °' •° DRYWELLS SEE DRAINAGE CALCS. tK ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT. A ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q / y8�' / 4$),6� i 4,c ° . ' . • , . 1 :o _ . OWNER: AUG 5 2A2Z I TOTAL REQ. CAP. = 1048 CU. FT. �, �' // �� / G 00IN ° ° ' ° ° ° ° GOODFRIEND SELF STORAGE I USE 2-10' DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. SITE DATA / /�O '� �, 50 COMMERCE DRIVE ,_,,; ,�, , --- O / 0 � NYS DOT BASE COURSE CUTCHOGUE, NY 11935 �!,1.'r ,-u Boar(, SYSTEM No. 11 AREA OF SITE 162,852 S.F. <% o° m �' '� R " " " " " " o`' / / . PAVT. AREA = 3160 S.F. x 100% x 2 12 = 527 Cu. FT. FLOOR AREA OF PROP. BLDG. 26 900 S.F. Ir G ° '�� °c / ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. FLOOR AREA OF FUTURE BLDG 18,875 S.F. "? SIF A�Os GiO X4.25' L=1 20.23 JQ �°' // / I ,\ ,\/,I / ,\ ,\//\//\//\// /\�,\/,\�,�/,�/,� TOTAL REQ. CAP. = 1460 CU. FT. � STABILIZED, COMPACTED SOIL PRELIMINARY SITE LAYOUT TOTAL AREA OF PROP. BLDG. 53,800 S.F. F 1P /48.42 USE 2-10' DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. / TYPICAL SECTION - ASPHALT PAVEMENT TOTAL AREA OF FUTURE BLDG 37,750 S.F. �O ❑ 1'' �/ SYSTEM No. 12 iy \�� / NORTH FORK SELF STORAGE PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 Cu. FT. TOTAL AREA OF BLDGS. 91,550 S.F. B 0 �/ �� L NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS / TOTAL PERCENT OF LOT OCCUPANCY 28.1% �' ,� 2F coNc �� �� I / 48.68 #3 USE 2-10 DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. Aj.� r � i ySITUATED AT AREA OF LANDSCAPING 6,627 S.F. OR 4.1% ��s ° ec / SYSTEM No. 13 C 4 '42 / / CUTCHOGUE PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 cu. FT. AREA OF BUFFERS 59,606 S.F. OR 36.6% szj SOS CONC. CURB / \�F, 48.85 ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 Cu. FT. AREA OF PAVING 50,009 S.F. OR 30.7% •sem / Ix6,, TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK TOTAL REQ. CAP. = 2257 CU. FT. SCHOOL DISTRICT MATTITUCK // 48.34 / \� c,���. S.C.T.M.� 1000-096-01-001.3 USE 3-10 DIA. 11 V.FT. = 2258 Cu. FT. ACT. CAP. POSTAL DISTRICT CUTCHOGUE / Al o WATER DISTRICT S.C.W.A. / s / \�``' PREPARED BY: PREPARED FOR: SYSTEM No. 14 / � PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 Cu. FT. FIRE DISTRICT CUTCHOGUE . °� 48.60 0� 0 KENNETH H. BECKMAN, L.S. GOODFRIEND SELF STORAGE ROOF AREA = 6200 S.F. x 100% x 2/12 = 103B CU. FT. TOTAL PARKING REQUIRED 94 SPACES / �� \`' J� - TOTAL REQ. CAP. = 1724 CU. FT. TOTAL PARKING PROVIDED 94 SPACES a `� // tiF �� o•G SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE USE 3-10' DIA. 9 V.FT. = 1847 CU. FT. ACT. CAP. USE PUBLIC STORAGE D , 47.54 / 48.78 G°� fF NE 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, NY 11935 SYSTEM No. 15 EXISTING ZONING LI ❑ co / F, �� W y0 SUITE D PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 CU. FT. `_ � / �\� `P �N H. gFc ,p RIDGE, N.Y. 11961 ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. � / OQ 48'910 � �'� `r � REVISIONS: REV. 2 28 20 820-20127 TOTAL REQ. CAP. = 931 Cu. FT. PARKING REQUIREMENTS �.�� - � q " ' 3 `9 EV. 3/5 0 pc �/ , � nr1 7 * SCALE: 1 =20 REV. 5/30/2018 EV. 3/3 20 620-20164 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. ' Z � i�. •-�•Z REV. 7/25/2018 REV. 7/29/20 DRAWN BY: KAK 1�G 1 • 1'I REV. 8/15/2016 REV. 2 92/220210 B211-20746 SYSTEM No. 16 OFFICE SPACE = 300 S.F. - 100 = 3 SPACES ) eG r 41,.;" 11 ( � REV. ,�z //222018 B,8-19360REV. 2%1_//2ozz 82,-z,zn 250 S.F. _ 1000 = 91 SPACES Ij''• Y ,1 '� REV. 4f5f2019 619-19578 REV. 4/5 2022 622-21272 PAVT. AREA = 5515 S.F. x 100% x 2 12 = 919 CU. FT. STORAGE SPACE = 91 _. Q •- REV. 7/2�2019 REV. 7/13 2022 622-21625 / / \6� DATE: MARCH 2018 REV. 11/13/20,9 B,9-19968 REV. B/1/o22 CHECKED BY: KHB CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 Cu. FT. TOTAL SPACES REQURED = 94 SPACES1 '`"' J •� �(/ REV. 12 9 2019 819-19968 TOTAL REQ. CAP. = 1033 CU. FT. / Ls Oggg41 �� REV: 2/1/2 zo B20-20103B20-20103 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CPP. TOTAL SPACES PROVIDED = 94 SPACES ` _ _ i/ F� SAND S� HEALTH DEPT. APPROVAL STAMP DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 2 I FIN. GRADE EL 42.0 TRAFFIC BEARING SLO2" THICK O 0 F.F. EL 42.6 TRAFFIC BEARING TRAFFIC BEARING C.I. COVER 5/8P DESIRED to WEARING COURSE 9 o C.I. COVER C.I. COVER _\ EXIST114G ASPHALT " /� /' ROADWAY SURFACE 3/4" MAX PER FOOT �19 / 11 11 " EL 42.5 / \ / FINISHED GRADE \Y,\ 11 6" R,C.A. 'r-� 1 MIN. - 2' MAX MIN. 1 4• i _ZZZ ,A . .: .; . ' •' 1?� S'k 4" 1• 0 EL 37.49 00 24 24' • I N MIN. s A '•' .'. ,„ % ' .., S 1 e• t' TRAFFIC BEARING , N + / 39.07 EL LIQUID LEVEL CD SAWCUT EXISTING " •' t j - - _ - U st/ 38.77 EL 4• "E� "PER FT. QOM ROADEDGE AS DETERMINED - _ - - - - ��- ��- I� �- II PAVED �.-.--.-..-..-.-...- O m 1:• 0(IV � � 36.27 EL ❑ Q Q ❑ J 4 1/8 BY HIGHWAY DEPARTMENT (� - - DRIVEWAY '"� m �� a2rj,QQ 37.1s m 4"INLET I OQ� �p90, STABILIZED P ,c� , O I SLOPE 18' J SUBGRADE "�0 q k65 / L 21.03 O '� I1/4• PER FT. DROP TEE I I o cow /� O / \�� :•....Q • Q //' EL 31.19 'l! SECTION A-A '.•• O O BACKFILL WITH CLEAN SAND do GRAVEL 3' MINIMUM TO HIGHEST - - - o� e�oF C rn EXPECTED GROUNDWATER �qT� .,. Q� J 3 REMOVE EXIST. 8• DIA <9y� A • sTo SEPTIC DETAIL . r G BELGIAN. BLOCK CURB I / NZ" o� & CONSTRUCT PROP. � 00 WIDTH OF PAVEMENT / 0 k F 5' ASPH. APRON / SE TIC TAN K D TAIL �"� rx �-�� _%? kiST 3 ,o p 1k wgTF (1200 GALLON TANK) U- .� R W v• >. MASH CL It `� TCS 41 4j'� TRAFFIC BEARING OPO � o TOPSOIL PROPOSED TOPSOIL • Iro � \, � C.I. COVER R 1 & SEED ASPHALT APRON & SEED '`Qac �o � F�PO� FINISHED GRADE OPO RYN- SYST. No. 1 Q• G• Q Ec o Imo- TOP EL.(40.3) 41 (41.45) O P, GPS REINFORCED PRECAST \OD�,F. �O Dj. 0- j101 / 3 `, 4�' \ CHIMNEY (AS REQUIRED) �G\ FN * `�1GS. , MINIMUM SLOPE D REINFORCED <'9y V� °ZS __N $ w 14GQ P� 1/8" PER FOOT x IF TRAFFIC SLAB F MIN. WIDTH 24' 4N b4 40 + GQ 0 f lts� / � INLET NOTE: � ¶ \/ - - AO`'6 �' m w RID�� Il to o \ Q JY ®L 2400 CLASS PIPE UM - KEY MAP MIN. WIDTH 30' s,, '� 3 UN� * M 4o. g � / ®®L a o /q t F/VC I °v N cn % ®®®h- 300 SQ. FT. o \ N SCALE: 1" = 600' 01 �' T SYST. NO. 5 �. = 3 MIN. ®®®®L MINIMUM � PLAN •> 1 • 43 TOP EL. 41.0 L.P. 0 0 425 a J C(4 S' ( ) 5 COLLAR ®®®®®L F , 5 ASPHALT APRON DETIL AIL 'S �� �� ? ' \ W ®®®®®a w I(TYP.) o P ,1' 1r 0 \ \- ®®®®®®®L U- 2 RB s ®®®®I'�' ®®®t_ 15'-0" (FIRE GATES) S'YST. No. 2 UJI TC( o J L.P. �®®®®®®�� m 16'-0" (ENTRY GATES) TOP EL(41.8) D42.3EL o N C 42 71 PROP. If 4� - " 6' MIN. PENETRATION DOUBLE SWING GATE C(4? CONSTRUCTiOk 8-0 DIA. (NP.) I 0 ) � \�� 3' MINIMUM TO HIGHEST INTO A VIRGIN STRATA X I - /w o 9 EE RANCE (T 2) \ EXPECTED GROU WATER OF SAND AND GRAVEL ,,-5:55 ` �/ *�1ti SPgCes SYS . NO 16 % 1r�, SANITARY LEACHING POOL 1 TC( � N STOP EL 1.8) � �l43 ROP. �;0 � GQ• ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL 4 X ". PROP. H.C. W F * \ WITH A 3' MINIMUM COLLAR 43 ti RAMP z MEET In DAIIII 20' \\ KEYPAD RNti b $ EXIST. �p P -, I Ki J/' eS 0 �'+ �500 �� �� R CA � C 43, N 8.0+ (� Q�`�J� S . No. � F /. I F v s TC /I *'p\� Fi v' \ f O L.P. o r O 2s �� g / i TOP �L.(42. o >, p / V `PROP. � '• . . >� 1'C \O / a PROP• OKEYP�D- \ O.. O 'L1 0 cil o Y l`\ � W� _ -�� D.W. EL. \ \4'�l0 ��L '^,x\ 17/1 O\ • M. � / / \ 1000, ` - - r � r � (42.5) "\ sA \ F/ . '9��S�O\ GATE STOP I I R�D� / / � s �-� F . /� �� O �-5 X � Ly E rn \ � ti �+ \ 'yC4 ro R/ % •37 I I I I 6,.5. a IL � R,D`�NF \\ G �� •A I I COVERED ,� � �a \ "' � "O\ �a s9 \\ 'o• �y% EXISTING CHAIN LINK FENCE GATE - ENTRY / / + \ D.W. ELS c kp \ 4/ti 20' WIDE N *ati / / \ - _ �, .95) \ G HEALTH DEPT. APPROVAL STAMP 0 3 ate/ \\ /�ti:, ` �\ 240 `� °' InQp��' �0, \ X ° EASEMENT CAST IRON •� AQ v. (`N . * � '�) / \ / Q \� ,-- g0 OPEN GRATE O O M 43' �' / / -_ • ( CO r4" CONCRETE COVER ,� _[/ / D.I. EL. `� !� � PROP. � ,p �! \-/ FINAL GRADE WHERE APPLICABLE O �31`b 4 SYST. %O. 3 (43.35) - / SYST_ No. EXP. �JPRO `�• L.P. o � �© TOP E�..(43.7�) .� TOP EL�4`3,f5 ��- \��\s.T. � MORTAR&BRICK2 CWITH T MORTAR 1`Oco w�$, D.I. EL. /a. \ <gQ�\ O � #5 BARS ® 6 EACH WAY O 0 \ ( \ O Q \� 0 N �• s ® / o o z {43.35)ryb oo • �4'� + � ���,G' \ O L.P. 64ij I- " PVC ROOF DRAIN 9°' /O z 4- :O / D.W. EL \ V PROP. \ ' ' ' SEE PLAN & STRUCTURE 05 �6•°' �'?Q ) Q ? (43.85) \ 0P \ 12"-ADS SCHEDULE FOR MORE INFO. Q ,� / N O� �c i�� !•v Q L.P. � ' oU 1 d ® / / N mQ� � v- 0 / a +al"`' �/ 9L, D.W.D.iNEL o� 0 W I STORM I •I o O Q W tiQ d 4i O \ �� (43�5) i g6 . . . . . . . . . . . . . . . \ ,� . z I `-DRAIN I 3'-0" WIDE SAND & GRAVEL �, D.W/ EL. / 0�Q 0 'Q 0 `�m z \ .0- • \ \� iLL. I.. I L RING I COLLAR ALL AROUND o \(4 3!95) a 1O- �O O OO• \ \ "30R�_- I -L, c") . 0 (i / \ \ �' Z \ Iw I... I i� o 4 .I L.P. l \ �� c,~j 2 /� \\ \ o ° ' c90 o I 4 5 v' / 1,0) \� Z �N t,) m v ' 0 \ bP, 6.� ® \ /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + \ GROUNDWATER N SEE:DRAIN-ACE"CALCS: !g f � � n�4J' o- / gl �\ \ +R? \\ �\ T. No. 1 v / + � Q D.W. EL TOP �L.(43. 5,� '.% / / '44, ® (44.0) \ \ �y NOTE ALL DRYWELLS SHOWN / Q / �� � �0 \ Ql � �PjO��S \ �` '��. \.. . DRYWELL TO BE EQUIPPED WITH U COVERED Q 4 / 0, \\ •O,% \ Q . . . !i' . . . . . . . OPEN GRATE SHOWN THUS "®" ENTRY � ' / - _ SYST. No. 1 y Gym . . . . . . . . . . . . . . . . . . . • 4' / D.I. EL. o` �� TOP EL(43. \\ SYST. No. 10 - . . . . . . . . . .%./ . . / / ` 1 g� a� / (43.35) o , ` T.H. j� \ TOP EL(43.95) Lk�y \ J). . . . . . / . . . . . � . . . / 4�. - 1A[ Q / / / SYST. No/. 4 � CO ) • � k . . . . . . . . . . . . . . . . . . . . . . TOP EL /43.75) �' � \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / 4l R \ • � . . . /. / / \ \ / / I / ,/ / o� .M • / D.W. EL LIGHT# / 1 :POLE : : . : : . . . : . : .\ . . : . . . : : : : : : : . j/. . . I 1 / Q OCG' •0 / • (43.95) TO BE / I R • +'.',. .•. \ /�. `�P��� // \ � O / REMOVeG '�j / • / 3S / *ati �( D.W. EL. `y' % ../ . 2 D.I. EL. ° / (43.75 . . . . . . . . /J' � ` Nod 26 ® / / (43.35) PGS`' / -� .\ . I . . I ./ . G& k / - \ 47.01 4 Q / G O / a � . . , /N + \ ✓ / �� / N1. c), ,�� <,'e, / X . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �/ /� � / \ L.P.&526 D.W./EL ,�` // * �, 0J 0` 1:�QG 'S / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i // 3 47.43 (43!95) o / \` / �,F� & P� , ',p / y . �i. � ' 6-1' 6 / \ �� oo / Qo OSP �PG`s <0 /� '\�10�( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . .. . /RCI \ c' �� \ cv / * SYST. No. 1 'L Q \ � � � y / i �� �s 6 a / TOP EL.(43.75 +as / 14� �•c �\, + // F . . . . i !. / / •ate 431 30.0, / II 77% g I . '. �F' 1t` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . ./ . \ I �j\ � J a QPG� • R \ goo �o // ,/. . / / � 4S 1� \ ,`), `°- (p / . . . . . • . . . . . . . . . . . . . . . . . . . .e. r* W /- . / >x6 / \ \ L.P. 1 .\ /h ` ° / O \ AQP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Off* f. /. / e 47.13 \ (® ci h' � `� \ o / / / / fix / / . . 0 ✓ v \. .J MEET \ � \ 0°'� SYST.�No. ,§ . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . � . . . . . . ./- . X147.54 . . + . . ..� , ,' ,' , '�\ EXIST. SPA�c * " \\ TOP EL.(4'3.7 . . . . . . . . . . . . . °o• . . . . . . . . . . . . ./. . . . . . . ././. . // / \ . . . . . \. . . `v h . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / �C- // / Q .kN' /r / / p >. 1OP79 . .6� . ® Q \ �R• �/ . .. . / / Q EL. 43.9 >r, �� \ 45, \ � . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *°til. .// BY McDONALD GEOSCIENCE s. .� Fq �7 . . . . . . . . O, �g . . . . . . . . . . . . . SYST. NO. 6 \ sr. 9 �. .i !. / . / 12/4/2020 1rrN \ \ . .� a5. P EL(41.9) hI �' 0; . . . . __ . . . . . . . . . . . . . . .� . . . . . . . . . . • . i / o 44• o \ °. F .r . D.W. EL. � - � / MIXED SAND �' .� . " \ ►�`� 43.95 . . . . . . v . . . . . . . . . - y. f / `� LOAM, GRAVE r- k5� /� \��. / 0rO BROWN o . . . . . . . . . . . .\-��-� \ F/VC �Q►?" \G Q OTO' / SILT (ML) �i . C. . . . . . . . . . . . . . . . . . . . . yF Op . . . . j 47.36 \. . . . . . . . .P \. . . . .\ . . �\ q �gl /. / LEGEND .\. . ,�,� . :�. I ti �� % MEET •. • . ... . .. . . .. . . /x/47.70 . . . . . . . . . . . . �..,\ . 4T.F o. . . .�. . . . . . . . . . . . . >ts � \O EXIST. j . ./ �P\v / ., SAND & Asn4 \ ,sae•. . . . . . . . . . \. . . . . j. / 1 GRAVEL o - . . . . . . . . . . . . . . . . . . . . . . . . . . . . / a ( ) IV PROPOSED LANDSCAPING �, sr� \ / j �sA / \ / / GJP� Q SP 9 / 'W' PROPOSED WALL LIGHTS FA A .�� \ . \.\. /. / Ay ��`l' X00• D.W. EL. 0 / . . . .\•\. : : : : <�� : : : : : : : : : �./:/ : j/ / F. -o--v- PROPOSED SIGNS Ir..., S \ '. \. . . .( . . . . . . . . . . . (43.75) GJQ/� . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . / • PROPOSED CONC. FILLED BOLLARD >ta, : : : : :\.` / : /�O�' . . . . .. may EN GRA �Q`Z`'/. : : V. . . . . . . . . . . . . . . . . . . •. .i/ ��� / \ . . . . . . o � q0 (T.) P... . . . . . . . . . . . . \ '�:. . . . . . . . . . . . . . . . . . . . . �Q / RECEIVED PROP. TRANSFORMER PAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - +a5• o O ��Q j \ �O /. * f 47.57 NO WATER ENCOUNTERED %' ❑D PROP. DUMPSTER . . . . . . . . . ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . • * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . . TEST HOLE • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + A . . ./�' O MAY 17 2022 \ /. . . . . . . . . . . . . . . . . . . . . . . oo ,47.92 1\' , , * * , , * , , , , * * . ,yh /. N / . % Southold Town • F,� \ . �. .� . SYST. No. 7 Q SYST. No. 8 / I./ . , ., . ��. O /I) I-�/ Planning Board NOTES. >:� ). `��. TOP EL(43.9 !. / c, TOP EL(43.95) \ . . . . . . . . .i. . . . / ��. �/ �> o� 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON �� ° . . . . . . . . f. . . . . . . . . . . . . . . . . . . . . ..�Qo . . . . . . . . . . . . . . I �0�s / . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . ./ ip / �Vi � 0' MAP OF NORTH FORK INDUSTRIAL PARK. F,o S� (. ��� �O' 4'c. d�• /! . . \ 1. . . . . �(' / 1 / 2. THERE SHALL BE NO ACCESS TO DEPOT �� .>�. .2�. . . . . : F �`'� / . . . . . . . . . . . \ . . . . . . . . . < N ` -/� �\o� / LANE /' . . . . . . . . . . . . . . . . . . . . . . . . . . . �. V/ 0 / o . . . . . . . . O.. . . . . . . . . . . . . . . . . . . .o / ,,�, ' 0� �Q �// P l'`ti 3. STORAGE BUILDINGS DO NOT CONTAIN . . . . . .j. . . . . . . . . . . . . . . . . . r_ .4 rpm 47.6 U//��0 / SANITARY CALCULATIONS POTABLE WATER OR SANITARY FACILITIES. /� . . . . . AS ��50 / DESIGN FLOW / . Q /. . . . . . . . . . . . . . .X0°0. . . . . . . . . . . . . �'• 4. SOLAR PANELS TO BE INSTALLED AREA OF SITE = 3.7386 ACRES PART OF PHASE 3 �G . .'. . . . . . . . .� . .o /. . . . . . . . . . . .�; . . . . . . . . . . . . . . . . . . / / ae� / ARTICLE 6 ZONE DESIGNATION = IV 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. O � ,' , ' .' ..,' ,'.'.•.•, •.�. ' '. ' . ... . .. . . .. . . .. . . . .. !. . . �+ / 48.02 / ALLOWABLE FLOW PER ACRE = 600 G.P.D. G . . . . . . . . . . . . . . . • • . . . , , . , , . . . , . , . , . . . . /./ / DENSITY = 3,.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE �i . T. . . . . . . . . . . . . . . . . . .*. /. / '1 i' / DESIGN FLOW' Fq 5. . . . . . . . . .T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / / / NON MEDICAL OFFICE SPACE = 300 S.F. x 0.06 G/S.F. = 18 G.P.D. OIr <u' . . . . . . . . . . . . . V,. ,o6 / �'� 'i \ s . . . . . . . . . . . �. . . . . . . . . . . .. . . . . . . . . . . . . /. / cue / / / /48.�\� - - /s . 3r \u, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. / / >x REQ CAPANK 18 G.P.D. x 2 DAY FLOW = 36 G.P.D. DRAINAGE CALCULATIONS FA p .sem �Q, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . . . ,,-'b . . . . , t�' / PROVIDE 1-8' DIA. 4' LIQUID DEPTH - 1200 GAL. CAP. o i . +a. �. �Q / / // / LEACHING POOL SYSTEM No. 1 x� � ° ./. / REQ. SIDE WALL = 18 G.P.D. - 1.5 G.P.D./S.F. = 12 S.F. PAVT. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. R`s \1 • ' ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' * .* , , , , , , , , , , , , , * , * , * . . ')' ' 47.90 / _ i/ / EFFECTIVE DEPTH REQUIRED 12 S.F. - 25 S.F./V.F. = 0.48 V.F. USE 1-8' DIA. 5 V.FT. - 211 CU. FT. ACT. CAP. 1:_. - _ %' ' �i - -�`- - USE 2-8' DIA. 6 V.F. EFFECTIVE DEPTH . . . . . . . . . . . . . . . . . / / / / •�p • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' ' ' • ' ' ' ' ' ' ' ' • •j �• do I HEREBY CERTIFY THAT THE WATER SUPPLY(S) SYSTEM No. 2 - 00 , � / �£ 48.17 / D°' PAVT. AREA = 2625 S.F. x 100% x 2/12 = 437 CU. FT. USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. ' ' . . /, / / / �` AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS ` /F. �G0 DIRECTIONPROJECT S BASED RE (UPON AGNED Y CAREFUL AND ME OR UNDER MY SYSTEM No.'s 3 & 4 ` _ _ / / G PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. J 9 ',' j�' ' /��; / /c 48.40 THOROUGH STUDY OF THE SOIL, SITE AND ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. X � , .*. . • . • . • • . • . . . • • . . . • • • • • . • . . i , // / GROUNDWATER CONDITIONS, ALL LOTS, AS TOTAL REQ. CAP. - 1202 CU. FT. .> . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�! . PROPOSED CONFORM TO THE SUFFOLK COUNTY USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. �, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. . O � / / G�� DEPARTMENT OF HEALTH SERVICES CONSTRUCTION .o /0� // / STANDARDS IN EFFECT AS OF THIS DATE. SYSTEM No. 5 � T, .a . i.� 60 / PAVT. AREA = 3000 S.F. x 100% x 2 12 = 500 CU. FT. ae ' WELT. (' / ^ - +/ / •� +, .WELEXISL.Q FORMER.TEST.WELLS i . �1• / USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. >t� `� HAVE. BEEN. ABANDONED I. !• Q F,0 >r� . . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . �:'. . . . . . �`' ,! / �I / ) 4/5/2022 SYSTEM No. 5 srj �% / SIGNED DATE PAVT. AREA = 3440 S.F. x 100% x 2/12 = 574 CU. FT. ESTIMATE OF QUANTITIES `s ' ' ' ' ' ' ' ' ' ' • • ' • • • • ' ' ' ' 'I' ' ' ' ' ' ' ' ' • • • • • • • • • • • ✓�/ / / 48.03 / 'el CONSULTING1�1 THOMAS J. BENG NEER P E USE 1-10 DIA. 9 V.FT. - 616 CU. FT. ACT. CAP. /, , , , , , , , , , .(� /j COBBLESTONE CURBING 702 L.F. • • • • • • • • • • • • • •�•�LL• • • • • • .f • a • • • • • • • • • • • • • < . • • • • • • • • H / / ��`'�/ 1814 MIDDLE COUNTRY ROAD SYSTEM No. 7 a6• , �, . , , , , , , , , / / 48.31 �O SUITE D PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 CU. FT. CONCRETE CURBING NONE sro , . . . . . . . . . . . . . . . . . . . . . . . . -.- . . . . . -.,, o . . . , . . . . . /// / �/ RIDGE, NY 11961 ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. . . . . . . . . . . .*. . . . . . . . . . . TOTAL REQ. CAP. = 698 CU. FT. ASPHALT PAVING 50,009 SQ. FT. � � / = 75 CU. FT. ACT. CAP. STONE BLEND PRIOR TO FUTURE DEV. 18,875 SQ. FT. / / / 8 54 NOTE: USE 1 10 DIA. 11 V.FT. 2 WALKS 835 S.F. ,r F+o / ALL BUILDINGS WITHIN 150 OF PROPOSED SANITARY 610/ � 48.10 \� / SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. SYSTEM No.'s B. 9 & 10 FENCING 114 LIN. FT. A� 1� ,-- /� PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. DRYWELLS SEE DRAINAGE CALCS. �s � 190 IX ' // \�� / 4&.69 1-1/2" 1-1/2" ASPHALT ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT. x / 0 o� TOTAL REQ. CAP. = 1048 CU. FT. F' / '1 O F N SITE DATA o �� P E USE 2-10 DIA. 8 V.FT. = 1094 CU. FT. ACT, CAP. ��` ,� �Q-.�� G � OWNER: ���H H &11Q1��O / 0F GOODFRIEND SELF STORAGE �` R,`' 1. SYSTEM No. 11 AREA OF SITE 162,852 S.F. F.o 0 Bic' `Ir ,�, �& /! / c a 4 50 COMMERCE DRIVE �a.. PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. FLOOR AREA OF PROP. BLDG. 26,900 S.F. sra, oGm 7 w G,o R�74.25' _ 23' JQro // o .° o .o 4BINDER.000RSe .e . .4 CUTCHOGUE, NY 11935 r µ�z ROOF AREA - 4400 S.F. x 100% x 2/12 = 733 Cu. FT. FLOOR AREA OF FUTURE BLDG 18 875 S.F. �� lF ��� 20• / o' a - fi `� 1I p / I c C G . a• o 4 c ,. , TOTAL REQ. CAP. = 1460 CU. FT. TOTAL AREA OF PROP. BLDG. 53,800 S.F. �` � /c 48.42 ��� , -.� USE 2-10' DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. 750 S.F. 1<1 ❑ .� 1x// _ SYSTEM No. 12 TOTAL AREA OF FUTURE BLDG 37, � � I,--, �,� ��,F• / PRELIMINARY SITE ,OUB' TOTAL AREA OF BLDGS. 91,550 S.F. � NYS DOT BASE COURSE � PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 CU. FT. ��C, ��G CONC. C✓ \�� 48.68 q v�J USE 2-10' DIA. 7 V.FT. =: 950 CU. FT. ACT. CAP. TOTAL PERCENT OF LOT OCCUPANCY 28.1% 7 , F T NC � 3 , . / AREA OF LANDSCAPING 6,627 S.F. OR 4.1% '� � 0 4 IZED, COMPACTED SOI NORTH FORK SELF STORAGE- " SYSTEM No. 13 AREA OF BUFFERS 59 606 S.F. OR 36.6% , �� BC 4,;;, CONC. CURB // / <c, 48.85 STABILIZED, COMPACTED SOIL PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 CU. FT. sr, / \� SITUATED AT Pj ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 CU. FT. AREA OF PAVING 50,009 S.F. OR 30.7% s� � i,, TYPICAL SECTION - ASPHALT PAVEMENT CUTCHOGUE TOTAL REQ. CAP. = 2257 CU. FT. SCHOOL DISTRICT MATTITUCK / 48.34 I 1�\ G NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS USE 3-10' DIA. 11 V.FT. = 2258 CU. FT. ACT. CAP. POSTAL DISTRICT CUTCHOGUE / TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK WATER DISTRICT S.C.W.A. s / \� SYSTEM No. 14 ! �' � S.C.T.M. 1000-096-01-001.3 PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 Cu. FT. FIRE DISTRICT CUTCHOGUE 0 48.60 O� 0 ROOF AREA = 6200 S.F. x 100% x 2/12 = 1038 CU. FT. TOTAL PARKING REQUIRED 94 SPACES // J v ��`� oJ0 FINAL R-1„ PREPARED BY: PREPARED FOR: TOTAL REQ. CAP. = 1724 Cu. FT. TOTAL PARKING PROVIDED 94 SPACES ��` / G BECKMAN L.S. GOODFRIEND SELF STORAGE a 47.54 0� • GRADE KENNETH H. , USE 3-10 DIA. 9 V.FT. 1847 CU. FT. ACT. CAP. USE PUBLIC STORAGE D / 18.78 0 50 COMMERCE DRIVE SYSTEM No. 15 EXISTING ZONING LI D m / , , . SURVEYING AND LAND PLANNING m \� 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, NY 11935 PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 CU. FT. = / v x ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. Q / OQ 48.910 ,� ADJACENT SUITE D TOTAL REQ. CAP. = 931 CU. FT. PARKING REQUIREMENTS Z \> �� �0� �` F PAVEMENT RIDGE, N.Y. 11961 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT, CAP. 0 _- A G :z 1 p° � OFFICE SPACE = 300 S.F. _ 100 = 3 SPACES „�6 ,p„EVISI ,�,, n6/ p 20 ptp� SYSTEM No. 16 ) 0 7 SCALE: 1 =20 .8�9e ' rzl20 I)20-20 3 DRAWN BY: KAK PAVT. AREA = 5515 S.F. x 100% x 2/12 = 919 CU. FT. STORAGE SPACE = 91,250 S.F. _ 1000 = 91 SPACESV. 20 CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. TOTAL SPACES REQURED = 94 SPACES / yp� a yip 4 1°1�9-�f1�78 REV 1 °20-20652 TOTAL REQ. CAP. = 1033 CU. FT. DATE: MARCH 2018 ° � °�-�2� CHECKED BY: KHB ROLLED ASPH. CURB DETAIL ' °°'°-' REV.2/1 92,_21272 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT, CAP. TOTAL SPACES PROVIDED = 94 SPACES � _ i/ DRAWING: BB1-6564 JOB No. B18-18856 SHEET. 1 OF 2 II . I - I - - I -- I i 2" THICK FIN. GRADE EL 42.0 TRAFFIC BEARING SLOPE 1/2" MIN. �b F.F. EL 42.6 TRAFFIC BEARING TRAFFIC BEARING C.I. COVER 5 8" DESIRED WEARING COURSE c'^ C.I. COVER C.I. COVER EXISTING ASPHALT / N O ROADWAY SURFACE 3/4" MAX PER FOOT / II II EL. 42.5 ! \ FINISHED GRADE / _\ J \\i\�\i\\\ \ \i\\\i\�\i\ i \�\i\�\i\\\i\ \Y�\ 6" R.C.A. /,== I 11 I 1' MIN. - 2' MAX. ()�' MIN. 1 = i a •i 4" 1 • EL 37.49 00 24" 24" ...•. - 1?� 3 m R . ..d '' E N ��_ SAWCUT EXISTING ' a • ..1. 1 ' , - - - - / S� O 39.07 EL s" �' I TRAFFIC BEARING a (! 41 ROADEDGE AS DETERMINED - - - I I-III=I ill I�I I I I=I -��I=I I V R/ Q- 36.77 4" LIQUID LEVEL " o � - I= = I1 I IE - - - PAVED O m R- OP QP 38.27 EL ❑ ❑ ❑ ❑ 4"®1/8 PER FT. �Q ,A BY HIGHWAY DEPARTMENT DRIVEWAY �' ' I -01 III=I - - 1 m �� =25.00 37.,9 o STABILIZED O 4"INLET Q �l SUBGRADE 1 0zl�v L 21.03' ❑ ❑ ❑ ❑ ;n ISLOPE 18��� I °c, () - , / z`/ :...' 'Q C7 �/ 1/4"''PER FT. DROP TEE �R, SECTION A-A Q :. 41 �- EL 31.19 o FA LFF� fi �T O OJ BACKFILL WITH CLEAN SAND & GAVEL 3' MINIMUM TO HIGHEST - - - - J O e CCN EXPECTED GROUNDWATER __ L � A 0 �* � •.•. � 3 I i 9 r G / �ST� `�P BEMGIAN BLOCK CURB � SEP I C DETAIL s' DIA WIDTH OF PAVEMENT �� ,,°$ & CONSTRUCT PROP. \ 0 / �Q�° o F 5' ASPH. APRON S E P TI'C TANK DETAIL S'� �� x, 3• ��" ''� 4 0 of w T �'gTFR (1200 GALLON TANK) LL_ _� a Q 0 Mq1N 0 TOPSOIL PROPOSED TOPSOIL e O TcIro w �.��� P, TRAFFICCOVEREARING ROpO & SEED ASPHALT APRON & SEED s O � 4 O\ �� U o SYST. NO. 1 Q� E � [J, ��QO � � _T IFINISHED GRADE �OP� O RP ,\\� , ~ � TOP EL.(40.3) °1 1.36 �41.45� -!P._ C) REINFORCED PRECAST \0��� �p c�\,P�� FNS + X105. ' `��� \ MINIMUM SLOPE CHREIN REINFORCED IMNEY (AS EOUIRED) OCG p 2� d GQ p 1/8" PER FOOT ,?mac r TRAFFIC SLAB 9'LF a1`' f `�.y c. h MIN. WIDTH 24' bA!b N + �\lp GQ m \/ \i .f p I � \ INLET NOTE: _ _ f Oc�6 R I ,1 p i1'F� � I/ PIPE TO BE MINIMUM \/� KEY MAP MIN. WIDTH 30' Y. 0 L - N � �, 9 \ < --i\/ ® 2400 CLASS PIPE _ J A NC• m j .n i ®®�I, w E \11 co cn SCALE: 1" = 600' PLAN o.� T SYST. NO. 5 ��. N 0 3' MIN. ®®®�MM"M3 MINIMUM w 5� ) TOP EL.(41.0) \d L.P. 0 / ASPHALT APRON DETAIL ! �2 �(4??� COLLA ®®®®®� af o r; o PROP +� f �9 \� � � ®®®®®®®L � �_ 15'-0" (FIRE GATES) 2 o ss . ®®®®®®®� w 16'-0" (ENTRY GATES) � SYST. No. 2TC(4 ; CURB ?J /` 1 ®®®®®®®®� co L.P. ®®®®®®®®� \ TOP EL.(41.5) PROP. � ® s'-o DIA. (TYP.) I o PROP (41, CONSTRUCTION INTO A VIRGIN STRATA DCUBLE SWING GATE o C . A ( k " 6' MIN. PENETRATION t��/cam o ; ENTRANCE SEE \ 3' MINIMUM TO HIGHEST X I ® 4 EXP. \ EXPECTED GROUND WATER OF SAND AND GRAVEL 43, ,'/ k�ti g SFq C DETAIL SHEET 2) `` / \ OPEN G�2A , cels �, �) A^0, D.W. EL. o PROP. I PROP ��� SANITARY LEACHING POOL I N '� 4 Tc KEYPAD �, 0 < GQ' ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL 42.3) 20' MIN. O (4? ) 0, . WITH A 3' MINIMUM COLLAR x 41 PROP. H.C. + �� 0 2k \\ $ 1 • ( RAMP j � \ \ POP. �� PROP. +/ ID AIL 20 \ K YPAD ��� g Sp / L.P ILLJ , PO \ h / + ACfs ( o GO,P o YST. No. 1 O KEYPAD ROP N O 1 �- GQ• J�� 43. -� o x\q £ c 4 1, N TOP L.(41 ) g• . tc / Q�\6 \ F� � \ Q 2 L.P. ° v 4 ( i \ > \ i O I 11 °ti 4 / o POP. 8,0� ?) / i i \ �� � S� O Q / . � .T. +PROP. � � � ,� ',' �' \ =5 - co / a PROP wq�K EYeAD- ° \\ �o �O•. 0, '�F\ 0 �9� • ,,,� {�' \ - _ - _ - - - SYST. No. 12 \ \ •o L�` ��-1/L4\ \O � / \ 40.0 C TOP EL.(41.5) • s• S it) / \ 11 c 4�• ' .o \ 9�s < �q \O 11 I GATE STOP I R/p / P 24) N 0 �y F l� G, GE yy� II \ ROP lo• \ ;: s1>, l �- �3.I3 X a e -� \ 1ST F., *p0 S F MSN. ��R/� \ tic 6 7/ 4/ 1 N 2No R OFF o UN D.W. EL. \ x a G �1� .,z 20 COVERED /l ✓l a � STORq E 0VE /cE lN' \ (41.8) �1% \\ 191 \ CHAIN LINK FENCE GATE ENTRY + ER a \ \ 2 EXISTING _ / \ is � D. ELS `0 \ I 20' WIDE CIVAf \ L •1) UTILITY HEALTH DEPT. APPROVAL STAMP �. +R 2 � / \\ // �\ 0 � 240, ��°' R,�, \\ \ X 0 o Q ti� 1 h \ EASEMENT All. \ � ti � CAST IRON � iT v _* Arl * h / \\ // + ® Q \\ / -, �p OPEN GRATE O b3 / \ / o \ ( O 4' CONCRETE COVER � � Exlsr i \ / FINAL GRADE WHERE AIPPLICABLE ( �Q � / 3�5 SYST. N6. 3 0 LIGHT POLE \ � - � / t j \ ` \_/ �� r 0)CONCRETE BRICK WITH o � 1 1 ©� TOP ELl(41.9 TO BE EXIST TOP ELy�I>l.$ \�'�� �\2J �' L.P'. MORTAR & 1/2 P.C. MORTAR C) - X3$1 / REMOVED POLE a ` ) � G \ ,o <S \ ( \ #5 BARS CSD 6 EACH WAY O co �* � � TO BE O O� \ �O \�/ O N �* / O�O REMOVED+,,ti6 0 ® 1�' \ \ .o \ L.P. . I I ' , . s o' O 0 o +�rA MW. E 9� •. 6 PVC ROOF DRAIN \ „ SEE PLAN & STRUCTURE g 0' �6.0• 40 �2 T D 2.0) \ R {4$.O • • • 12 ADS SCHEDULE FOR MORE INFO. Q � ~ { ) ) 0 0 N-12 W J'b,1 N ~O O �O� \ r 5 \ \ �� \ / a + � ,0 U \ y 00 I � A / R N m� 0 � � eE ' a b` F ww . I I • ��0 �/ + \ . . . . . . . . . . . . . . >.< �L STORM I . .. ( \ D.W! EL. - �0- coo \ ��o \ \ (�X 36 /* . . . . . . . . . . . . . . . 0 z I ®IJ DRAIN 3'-0" WIDE SAND & GRAVEL ( �2 O Q� J \ .0- O w¢ ®®L RING I COLLAR ALL AROUND k \(42/.1) C) O � � �O \-/ / . . L_0 I. . ' I ®®In. \ / o � co l<�' . ILL! I ®®®r I &t 0 0 � \ o � I ®®®®®� 4„ t .•• T\ 2 Z �' �' \ SYST\No. 1 �. . I '.. ' I ®�®®®o I L.P. I � 0 l r° -� TOP ELS 41.8 °° /. . . . . . . . . . . . . . . . . . . . . . . . . . I . I ®®®Im®I�ML GROUNDWATER N ®®®I®®m®®. >` © go Q R�OGF U�� N � \ \ �� �.. ,��o p \ 1 \ S \° . .. ... . ) v / /� a +I'� \ D.W. EL. ' +1� \ \ \ / NOTE ALL DRYWELLS SHOWN / Q � 4s� \ ® (42.15) \\ L��y 'Qi \ h1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DRYWELLTO BE EQUIPPED WITH AN COVERED T 4 O Q ,l O S \ Q�• . . . \. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPEN GRATE SHOWN THUS "®" ENTRY / __ _ SYST. No. 1 �• \\ cF�• %DEW L. . . ' . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ° ti • �� / o �� �, TOP EL.(41. \\ SST. No. 10 1�� {. .� . . . . . . . . . . . . �� . . . . .A . . . . .j. . / / 4-593 Q / c•CID C/) ® T. k \ T P EL.(42.1) `NeV \ \)�. . . . . . / . . . / � . SYST. No' 4 � Q . . . . . . . . . . . / / . '/ / . . 4 \ �. . . . . . . . . . . . . . . . . � . . . . . j. / \ w TOP EL. /41.9 R \ \ o . . . . ./ . . . . .i. / / . . ro . . . ^CO / \ .M / EXIST / \ .6 \. . .. . . . . . . /. .\\�\// . / \ C2 (� co D.W. EL. LIGHT 0 / I . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . .//. v�/ / / + \ ��0� .0 ® (42.1) TOPOLEBE / I R ! +I'.. . . . \. . . . . . . . . . . . /, . . . 'P/'b / \ ��o / REMove6 1 . . . . . . . . . . . . . . . . . . . . . . . . .�. . . /! . .�k,14. // • / 3 , / +�ti' D.W. EL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ S 0 / I (41.9) % . ' .' �\G%J I w \ q.2 e / R O i. O .4\ -'� \ ,� (O 6 / �QP� // O�,A�G 0& +,,••j . . . . . . �� 47.01 L.P.43 63 ' D.W./EL. 'l .p�� // + `1. 0J�\' PG��PG �tiy� / . . . . . . . . . . . . . . . . . . . . . . /. . . . . i // 11 47.43 MEET (42./1) o o O F. 0 F, AO x . �. . . " / 6,,� FA ��° \ EXIST. / vy 1-1 �G✓\ ��y oo // QO��PGG'�P�\.��0 �-l1 /� 'Pik i/ j. . ' // /��p� o �� 0 ^� / ,,55 el Q \� / Q �� O�O� OSP�0' �P XF / •� \ 6 / SYST. No. 1 � , � Q\Z\ 5� \. +,-,P41P / GtiF . . . . . . . . i! . /. I/ R s � bl3�6 a 30 / TOP EL.(41.9) + I �F �F�.�`' ��� / % . . . . . . . . . . j / . A QPG • R \ X00 �O �P / s . / \ � / \ s� Ft1DGE.\ + -1 / 4s.0, '�� \\ ��0' h�� ��O PG�`o / . . . . . . . 'iEXIST. �yOQ ./A / .. //. // Q �O� \ L.P. ( (:-� V R I tl �O I \ _Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / e /. / �c• 47.13 666 . . . \ . . a3` '� C ,��?-' \ �1°'0o a SYST.\No. . . . . . . . . . . . , . . . . . ... .,�ti/ • i f' /// / / + . . . v . .a � 1 sP � *0 \ TOP EL. 4'1.9 . p. . / . . . . . . . /! . / it 47.54 N / qCf ,Q� �, \ i (/ o• . ./. . . . . . . ./. . . . / / �c. G4 \ \ . \ Q • . . . . . . . oc�p, �5ti \ �,y �j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /�. . . . .// C� A " \ . . . . . . . . . . .RS \ \! G �j��h + \ �� Q Irl: . . . . . . . ./ . . . . . . ./.! . . / / . A // / vx l . . . . . . . . .\ . . . kg 6�. . . . e Q \ sr• I / . .� . . . . . . � / . .. / EL. 43.9 X) 9 \ ,� . .S. . . . . . . . . . . . . . . . . . � \ 1 /./. . . . ..� \. . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . � . . . . +°- - . ./. . . BY McDONALD GEOSCIENCE FA >z 0.,. . . . . 44 39 °. SYST. No. 6 \ A• /. �. / . / 12/4/2020 �� \ . . . . . . . . . . . . . . . . . . . .�. "5 . P EL.(41.9) \ J' °' . . . . . . . �N . . . . . . . . . . . . . . . . . . . . . . . . �i / \ yl D.W. EL. °0- __ . . . . . . . . ... !. . . . . . . . . / / MIXED SAND o p5� �'� (42.1) /./ ; p. y .i .y . . . . . . . . . . ! .// 6 LOAM, GRAVE .. .. .. . . .. . . .. . . . X\\�. I. I . I . FNC `\\Q b °cF ✓ . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . /. °. SILT (ML) o . . . . . . . . . .< . \ �. ��NF O /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . . �l 47.36 / \. � .\. . . . . . . . .\ . . . . . . . . . . . . . I . . . . . . . O �/ /. . . . . . � . . . . . . . . . . . . . . . \ . . . . . . � �� % � � t- . . . . . . I . . . . . . . . . . . . . � / LEGEND \. . . . . . F/R . A �� /�, . . . . . . . �. . . X47.70 G L �`1' . . . . . . \ . . . . 0q. F. . .>�. �� \o . . . . . . . . \� . . . . . .\ \ . T.F. .o. ��. xs S Q SAND & F,o +, S \. . . . . . . . . . . . . . . . . . j/. . / Q� ,� GRAVEL b Tl PROPOSED LANDSCAPING n Aj \ . . . . . / ( . . . . . . . . . . . . . . s . . . j . , JQ� / I (SP) ri '�I►` PROPOSED WALL LIGHTS `R> ,I \ . . ' \.\. . . . . . . ./. . (. • . . . . . . . . . . . . . . . . .o yp� dol \. / , . j/ G FQ Fq �s / o,� s o• D.W. EL. \ /. . .�. .' . / -�� PROPOSED SIGNS R� . . . . . . . . . . . . . . . \ . . . ./. . . ( . . . . . . . . . . . . . . . (41.9) GJ� . . . .\ . . . . . . . .`` \\`(�. / • PROPOSED CONC. FILLED BOLLARD ',�O �/. EN GRA C7Q / N T PROP. TRANSFORMER PAD \. . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �5° � •) P . . . . . . .\. � . ./ j. �Q / NO WATER ENCOUNTERED I + COQ' \ .�O / / 47.57 D PROP. DUMPSTER . . . . . . . . f . . . . . . . . . . . . . I . /./. / . Q . . . .. . . ./ . TEST HOLE ❑ . . . . : . . . �. . . �. �, . . . . . . . . . . . . +. . 0,x/47.92 \'Fq \ . . . 1. . . . . . . . . . . ' . ' . . . ' . . ' . ' . .� . . SYST. No. 7 � I� SYST. No. 8 . . . . . . . . . . . . . . . . . . . . . . �./ . . . �6. pl I'- � �/ NOTES. 70 . . . . .1. . . . . . . . . . . . . . . .`�, . Q TOP EL. 42.1 , / P TOP EL.(41.9) ( ) . . . . . . . . . . . . . . . . � . . . . . . / p• 1 �° lo 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON o�R, ��' . (. . . . . . . . . . . . . . . . . . . . . . .o . . . . . . . . .. . . . . . . . . . . .. . . . . . . . I 'Pi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . . j%. . . . ./. �1 /�j i / 0� MAP OF NORTH FORK INDUSTRIAL PARK. FA •ss . . . . . . . . . . ,/ . . . . . . . . . . . . . . . . . . . . . . . o0.. . . . . . . . . . . . . . . �° ooF�• . . . . . . . . . . . . . . . . . . . . .� 1. . . v / _ / 2. THERE SHALL BE NO ACCESS TO DEPOT �. .� .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. . . . h ` -�V/ p�� / V LANE R,9 �. . 0 . . . . . . . . . . . . . . . . . . . . . . �F C. \.\ . . . . . .j! . . . . . Nip / 3. STORAGE BUILDINGS DO NOT CONTAIN . . . . . .I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . `poi �Q P/, P � ,,� . . . . . �� 47.6' ��,/��� SANITARY CALCULATIONS POTABLE WATER OR SANITARY FACILITIES. ./ �.s o. . . . . . . . . . . . . . . . . . . . . . . o 4. SOLAR PANELS TO BE INSTALLED AS / . . . . . . .Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l X00 / / DESIGN OF SITE = 3.7386 ACRES PART OF PHASE 3 � . ./. . . . . . . . . .�: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �i� ,o . . . . . . . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ARTICLE 6 ZONE DESIGNATION = IV 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. �� ��? . . . . . . . . . . �+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / 48.02 / ALLOWABLE FLOW PER ACRE = 600 G.P.D. Q. �. �J� �i% • +� • • .A J • • / / ` f DENSITY - 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE ___010 '1 5� . . . . . .^N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '`s . . . . . . . . . . . . . // / // / DESIGN FLOW . 11 �O 7 (�tP. . . . /. X06 // /48.2 NON MEDICAL OFFICE SPACE = 300 S.F. x 0.06 G/S.F. = 18 G.P.D. CIO \ tS . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . // c�Q / / / \h SEPTIC TANK so. '�� \ . . . . . . . . . . . . . /• y\ / � REQ. CAP. = 18 G.P.D. x 2 DAY FLOW = 36 G.P.D. DRAINAGE CALCULATIONS Fq a 101� �Q'• • • ' . ' • • • ' • • • • • •a,,a • • • • ',�• • Q N�. / / / / Q PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. �� .*. I . / / / LEACHING POOL SYSTEM No. 1 RS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ,�� . . . . . . . . . . . . . . . . . . . . . ./I / / REQ. SIDE WALL = 18 G.P.D. - 1.5 G.P.D./S.F. = 12 S.F. PAVT. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. 1�5 - _ _ �` �c 47.90 - _ i EFFECTIVE DEPTH REQUIRED 12 S.F. 25 S.F./V.F. = 0.48 V.F. USE 1-8 DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. %' / i -/ - / USE 2-8' DIA. 6 V.F. EFFECTIVE DEPTH SYSTEM No. 2 .\ .O . . . . . . . . . . . . . . . . . . . . . . / / PAVT. AREA = 2625 S.F. x 100% x 2/12 = 437 CU. FT. ' • ' ' ' • • ' ' ' `� �. . • • ' ' ' • ' ',�00• • • • • • • • • • • • • • • • • • • . • • • • • • • • . • • • • • • • • • • • • . • • • • • • • • • • . . . / x 48.17 / ��0�0 I HEREBY CERTIFY THAT THE WATER SUPPLY(S) / / / / 0' AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. / / �G G� PROJECT WERE DESIGNED BY ME OR UNDER MY SYSTEM No.'s 3 & 4 -�_ _ - /� / 48.40 0 DIRECTION. BASED UPON A CAREFUL AND . . . . . . . . . . ,� \ / I THOROUGH DY OF THE OIL, SITE 5�. / /�� // GROUNDWATER CO DITIONS SALL LOTS,AND PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. \, ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. X � � � � � � � .� .+?� �• .� \ TOTAL REQ. CAP. = 1202 CU. FT. �, � . . f / . • .I- �� / / �cb• PROPOSED CONFORM TO THE SUFFOLK COUNTY USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. , DEPARTMENT OF HEALTH SERVICES CONSTRUCTION oR ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . O �Q`° // ��' STANDARDS IN EFFECT AS OF THIS DATE. SYSTEM No. 5 p 1 . b6.• . EXIST.. . . I. . . . . . . . . . . . . . . ./ . . . 0 PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. l */ +. . . . . . . .WELL.0 . . . FORMER.TEST.WELLS . i . . . . tx / I - - -T � / USE 1-8 DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. HAVE. BEEN. ABANDONED I. . . . . . . . . . . . . . . . . . . . . . . . . . .i!. . . . . . / / FA '�� . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . . , . . . . . . . Q / �F, ) 3/19/2020 SYSTEM No. 6 7> .` . . . . . . . . . . . . • . . . • . . . . j 'l. . . . . . 'l/ , / SIGNED USEPAVT1 10' DIA. 9440 V.FT.S.F. = 616 CU x FT. ACT. CAP,CU. FT. �s y / /48.03 \'\/ �-•gym -- THOMAS J. BECKMAN, P.E. DATE ESTIMATE OF QUANTITIES o I' ' 1-1 j�' ' j / a � � CONSULTING ENGINEER SYSTEM No. 7 COBBLESTONE CURBING 702 L.F. • • • . . . . . • . . . . .WELL • . . . . .f o �. • • • . . • • . • • / / 0•��/ (J _-] 1814 MIDDLE COUNTRY ROAD PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 CU. FT. CONCRETE CURBING NONE Ar L. _ _'_ % 48.31 SUITE D �-` - -•��° / / � FEB 1. � 2QZ1 RIDGE, NY 11961 ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. ASPHALT PAVING 50,009 SQ. FT. � + // / / / TOTAL REQ. CAP. = 698 CU. FT. WALKS 835 S.F. / / South-Town USE 1-10' DIA. 11 V.FT. - 752 CU. FT. ACT. CAP. FENCING 114 LIN. FT. Fq / 48.54 Planning Board NOTE: !10ALL BUILDINGS WITHIN 150' OF PROPOSED SANITARY SYSTEM No.'s 8. 9 & 10 DRYWELLS SEE DRAINAGE CALCS. . A 48.10 J� / SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. PAVT. AREA _ 2417 S.F. x 100% x 2/12 = 403 CU. FT. �`r �'� �p • • • • • • • • • ' • • • • • • • � 1° // /�`' / 4&y69 1-1/2" 1-1/2" ASPHALT ROOF AREA 3867 S.F. x 100% x 2/12 645 CU. FT. A1 Q / TOTAL REQ. CAP. = 1048 CU. FT. SITE DATA .�� . • . . • . . . • • . . • • • • • • • • . • • • • • • • • �, // ��� / °���1tK �E O F NEt'1, USE 2-10' DIA. s V.FT. = 1094 CU. FT. ACT. CAP. AREA OF SITE 162,852 S.F. �• � ° / � ° OWNER: ,\P ' �MH• 6 . O SYSTEM No. 11 FLOOR AREA OF BLDGS. 45,775 S.F. Fo Blo Og O ," / 65 COMMERCE DRIVE, LLC )�� * �I ;� �ci� PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. TOTAL AREA OF BLDGS. 91,550 S.F. A O& �� R�7 � / N . ° A ' • . . . °' P.O. BOX 946 w �i• .' 4I °. ROOF AREA = 4400 S.F. x 100% x 2 12 = 733 CU. FT. 0 Oj x�'� G 4.2 ' ' Q � \ ° ° °BINDER COURS Q . \ �`;., r . ul �' ° A 5 3 J / ° ° �( . ° o CUTCHOGUE, NY 11935 r- D. a.,-' / TOTAL PERCENT OF LOT OCCUPANCY 28.1 0 lF •� L=1 20.2 / 1. 'r , .�z TOTAL REQ. CAP. = 1460 CU. FT. AREA OF LANDSCAPING 6,627 S.F. OR 4.1% p °A / 48.42 I ° ° ° ° • °' 4 ° ° ° 'I '�' �`�?� .", USE 2-10' DIA. 12 V.FT. = 1642 Cu. FT. ACT. CAP. AREA OF BUFFERS 59,606 S.F. OR 36.6% <<o ❑ '� q,�� �7- � t' �U SYSTEM No. 12 AREA OF PAVING 50 009 S.F. OR 30.7% � i5' p"�'' \�� / �r NYS DOT BASE COURSE 841 PRELIMINARY SITE LA OOT=---'� PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 CU. FT. Bp 2 C �� G/ k 48.68 ( `}� SCHOOL DISTRICT MATTITUCK R� F ONS �� 7• \'� / \.q,tin S USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. Xj.� r i POSTAL DISTRICT CUTCHOGUE 0 4 / \��\��\��\��\��\��\��\��\��\�� ��\��\��\��\, ,/\ NORTH FORK SELF STORAGE 3 SYSTEM No. 13 WATER DISTRICT S.C.W.A. �� 6C 47 42 / / PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 CU. FT. FIRE DISTRICT CUTCHOGUE 'r> og CONC. CURB / ��F. 48.85 STABILIZED, COMPACTED SOIL SITUATED AT ROOF AREA = P. = S.F. x 100%F x 2/12 = 1533 Cu. FT. TOTAL PARKING REQUIRED 94 SPACES s� / \ °°°� TYPICAL SECTION = ASPHALT PAVEMENT CUTCHOGUE TOTAL REQ. CAP. = 2257 CU. FT. / �Q G ��' NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS USE 3-10' DIA. 11 V.FT. = 2258 cu. FT. ACT. CAP. TOTAL PARKING PROVIDED 94 SPACES // 48.34 ,� G EXISTING ZONING LI / s / �� \� � TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SYSTEM No. 14 USE PUBLIC STORAGE '0 �� S.C.T.M. 1000-096-01-001.3 PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 CU. FT. 48.60 O 0 ROOF AREA = 6200 S.F. x 100% x 2/12 = 1038 CU. FT. yZ // J 'L�C. -��\� GJ� FINAL R-1 PREPARED BY: PREPARED FOR: TOTUSEAL REQ.3-110' DIIA.P9 V.FT.24 184FT.U. FT. ACT. CAP. PARKING REQUIREMENTS �� 47.54 // 4878 GONG GRADE KENNETH H. BECKMAN, L S MARTIN KOSMYNKA SYSTEM No. 15 OFFICE SPACE = 300 S.F. - 100 = 3 SPACES ❑ co / �, SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 CU. FT. STORAGE SPACE = 91,250 S.F. - 1000 = 91 SPACES `� Z / ll� 1 1814 MIDDLE COUNTRY ROAD CIUTCHOGUE, N.Y. 11935 ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. . / OQ 48.910 1 i) ADJACENT TOTAL SPACES REQURED = 94 SPACES tx I PAVEMENT SUITE D TOTAL REQ. CAP. = 931 CU. FT. * z ') `� 0*. � r RIDGE, N.Y. 11961 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. 0 G SYSTEM No. 16 TOTAL SPACES PROVIDED = 94 SPACES �° REVISIONS: J 2'8,q.-19968 7" SCALE: 1" =20' REV.r 2019 019-19966 DRAWN BY: KAK PAVT. AREA = 5515 S.F. x 100% x 2/12 = 919 CU. FT. / REV.'7/30/2018 REV..2 11/2020 820-20103 REV.7/25/2018 REV..2/18/2020 820-201 D3 REV.8/10/2016 REV..2/28 2020 82D-20127 Fr CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. REv.B{1s/Zole o.s o02 / DATE: MARCH 2018 REV. /20,6 B,6-'936° E�•3�/ °2°B2°_2°'64 CHECKED BY: KHB </ REV.4 /019 819-18578 RE V.7"29 2020 TOTAL REQ. CAP. = 1033 CU. FT. / ROLLED ASPH CURB DETAIL ' /2/2019 REV.h /202°820-20652 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. ` _ - �/ DRAWING: BB1-6564 JOB No. 1318-18856 SHEET: 1 OF 2 I T.H. o0 O / � PLANTING SCHEDULE OP � O Q ANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPER WOOD STAKES AS SPEC. (TYPICAL) Al 24 a NORTHERN RED OAK QUERCUS RUBR 2 1 2"-3" CALIPER 10 HEIGHT FOR LARGE TREES _- cco t tk / 6' HEIGHT FOR SMALL TREES _ 4_ AND EVERGREENS / U Sr'sr� 0 146 BLUE SPRUCE PICEA PUNGENS PLANT ,15'T. p� WIRE WITH STRAPS AS SPEC. D Q A- OPG �Q ,A , =25.00 5 FLOWERING DOGWOOD CORNUS FLORID 2 1/2"-3" CALIPER O 9 % M O / I- 3" MULCH AS SPEC. N I- m 4Y � / P p 0 6" HIGH SAUCER 00 '' 11<1</ L 21.03' I 3 GAL. CONTAINER �pc w 1-w O O� Lj � - O 11 LOWBUSH BLUEBERRY VACCINIUM ANGUS IFOLIUM ° = C FINISHED GRADE N= / ��/ Q �Z �' t� PLANT 6' O.C. E SFA Qi�'�iF� `V TOP OF BALL TO BE LEVEL \ ` + �' P. / O • f� c�` N TES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAPING � WITH SURROUNDING GRADE �qT O °�' SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATE OR APPROVED EQUAL. 9� 1 (SEE SLOPE PLANTING DETAIL) ii • S`�O AQP i PLANTING SOIL AS SPEC. " C)o / �/ �" j 6" MIN. COMPACTED SUBGRADE 6 MIN. NF oe PROP. 5' \ �� ° Q ASPHALT / SITE L. 6„ MIN. 6.. MIN. ��e� 2-: Fk/Sr APRON C) 3 C o lT. q TF i EVERGREEN TREE DECIDUOUS TREE • Q• �°,��, R Mq/N IV �'` I o PLANTING DETAIL O ��°� / Ci, ��Po�� I pPo RP RpP �' oi 1.3 \�O O C &1• GP l �\Oo\, Fo1 G\C,\,p\� PNC. d �1 45. ' \ o �.�� \,off 0 25 ® �Q P F 8� +A�5 /r � a Q NN G 10' MIN. LATH FLAGGING x ,,°56 ,D - � ,� ° \ KEY M A P ON 3 SIDES & Cca & 1dT �� SANDBAG O 0.� z � T G •/ SCALE: 1° = 600' O D 6,256 . Q 42 , G G L.P. BERM �� to ?) G G G G .o ( \ I LATH AND �o Rol? Ov G + �� 1, \ NOTES: b s :bl FLAGGING 2 o RQ G �& 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS En I C > AL- n- t A SANDBAG I o C 4 ,1 PROP. �� L ( © h� 2. ONLY IS REQUIRED USE NOFLORGANIC CFER11LIZERS WHERE THE O I o PROP X41, CONSTRUCTIbN \-/ WATER SOLUBLE NITROGEN IS NO MORE THAN 20% 10 MIL PLASTIC LINING X W EXP. ENTRANCE \ OF THE TOTAL NITROGEN IN THE MIXTURE ARE - / I � �3�5 ` +DIN? 9 SPgC fs PERMITTED; O ///�\//\/i\/ 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SQUARE n U O O . \\/ o PROP. / PROP. FEET IN ANY ONE APPLICATION IS REQUIRED, WITH A \\\ a I rv. ,q � L.P. � KEYPAD < GQ. CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. \\,\\,\\,\\,\\,\\,\\�\\���// BERM ` I h PER 1000 SQUARE FEET PER 'YEAR; N 20 MIN A ( * 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING 10 MIL PLASTIC LINING �-, \ I // \ NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN • \ p Op• �f�, / PROP. *// \ NOVEMBER 1ST AND APRIL 1S7 IS PROHIBITED; PLAN VIEW SECTION A-A ' / <� A LOP P K YPAD + ? 9 SP4CFS '/ L. GP,�, \ \ \ / 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER l IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR BELOW GRADE CONCRETE WASHOUT AREA 4� ✓AD R�°. oa I\ o / ° IOM,N CoQ• v�`` \ \/ l�ONCR� %P F. SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE (J r`' 8' QIt. \/ < ASHG A J ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE i �•,), \�0 s, 0 BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE L.P. o / ' \ POP. 8 0' AREA g. j A �� 0 PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, / \ T• *pROp• � 6 �� - S, C 0 E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE Woven Wire Fence Section View ggm 14-12Gwg<Wmax6'M M1 / pROp OKEYP11D- � 1 \ t.0 e ,0 09 MIDDLE OR LOWER IS NOT RESTRICTED. ,PRODUCTS WITH Filter Fabric CO wq(K 1 C � \ 'AQA �' ,nA �L �`/ 0 A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF Mss N.abrih i + • \ �� \000 /� /� / • \ T T 4 + + 36"Mm Fena Po9 Max Slope 3l ++}+++}T}+ ^ - -- A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST M / \ X00 0' R S- 2� '9i '� 9� S 0/ INDICATES IT IS NECESSARY. i / \ \ 440 F� G/ 0� 0 Flo+ . . . . T T + f �3 X \\ ,S RoP. 300 10 MlN• \\ y�ti�,� 6 s' O/ '� LEGEND + >,� L00R S.F \ x �9 Q �0 T a ,cam, � \ S r2Np F�o 0FF� 1 C) \ G �i�� Embed FnlGr�ac • COVERED / \ ORgGE OR I� I% \ � 2'y \ ��I 4% EXISTING TREES ENTRY / +"LfN (IV y \ '2 EXISTING #i i l L 1s. . W ops \ 20' WIDE N k 2 � / \ - - - �0 `' " \ 6 UTILITY PROPOSED 3-4' BLUE SPRUCE l \\ /� \ 240" Q N, \ Perspective view TobatedlantedorlTarpcd O �/ 556 ��/ \ / + R1� \\ rn \\ \ '` � EASEMENT PROPOSED SHADE TREES 2 1/2"-3" CALIPER v � v w / AQ � �W 22&I$ * h ,) / \ / \ � 8p Woven Wire Fence ,V q O 0J \ / \ I- `� �V ,V .V �V �,V ,V / SC t") a / EXIST \ / -_ -_ \ ( O / 'V `1/ `V `1/ (O I '> \� \ 5 42 / 0 LIGHT � � / I � \ \ Filter Fabric Placedoninside, 0) � Q /© A��J1 / 'T POLE \ facing top soil pile. O --i J 11 .t TO BE EXIST \ __ \ • L.P. / �O j 11 43 b\ / REMOVED LIGHT POLE \ I \\ ,c $ (/ y r W W G oundlevcl O �0 co / TO BE o p \ 'p� \ / v W,v;,� y y ,ivy W y W y . O N �' / o o REMOVED+�ti6 O �h +l� \ 9 L.P. . •1• `!• W y `t' . � 9'0' O LJ \ \\ . . . /. . . . SILT FENCING AROUND STOCKPILED FILL Q a �6'0' N o Z T \ \\ `��� \ / Not to Scale .j J�z/ / � J 41) V O 44J 0 \ \ 4 V" / m T ` j co Q '� lk", \ OCA . . . . . . . . . . . . . . + N Q�J �J CIV rC \ + �` \ / ��&) Q0tiQd Z f \ /�� \\ �6 / - . . Q. \ a _� � c�' \ \ ' L.P. a / \\ � �C to �Q 20 , \ \ 0 4 In o� 0 \ /. - - - - - - - .. I . . . . . . . .. . . . . . . . . . . . . .. . .I . 5 / �,6 a� f �• �? \% \ +0, 6. \ /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . iv 1:0 / +�1�__ +y2) \ \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /� / -44\ \ \ \ . COVERED 1'O \\ �'S \ .°. . \. . . . . . . . . . ENTRY a l _ ` 0• \ 0' \ . . /y. . . . / 01. . . . . . . . . ��- . . . . : .� : . . . . . . . . 0 -� /I O �� - to \\ . . . . . . . _ /. . . . . . . .j.. . . / 0:;'5 0 "' \ . . . . . . . . . . . . . . .�� . /. / / � � k �. � . •/ / / / \ C�. . .�. . . . . . / ' . . . . j. . / /. 0 O / 'I / \ . . . . .O: . . . . . . . . N . . . . . . /. . . \\�/ . . �� •'M a / LIGHT 0 / I /. ! � . \ /. �P./ ./ // V / + ��p��i O / TO POLE / I I I ( x ^ �\�! . . . . . . . . . . . . . . . P�'b / c`� ° / REMove6 .oG . \ . . . . . . . . . . . . . . /./. . ��,r� / \ � / 3 / +b"L, / I • . • . .gam �P.�. `� /. /11"� / � . 4 \ .z / s•0 / ; . . . .o°\1. �� . . . . . G�. *. . . . . . i . . �Gr\ � W 26 / PGS / , � . . ,(,� . . . . . �. . . ,�,/ . GO• (\ �� 47.01 L.P. 0• rL G �P / � I/ 47.43 MEET a / / P O . . . . . .. Z I/ -,, '-�, A �• + � . . . .� . . . . . .> . . . . . . / / Cr, ro EXIST. / In gyp• / OQ �pQ-� Q.,`P\'O,�o P� / /. / A 1-1 �, >z� Q \ / 1,55 '` � / QQ' � O `p�'`O DcISo \� *. . . /. /. / + kbl .*. ' �9 4�16 300, / I � Or7�� : �\ . . . . . . . . . . . . . . . . . . . . . ./� . / / M \ \ - QPGF. \ 0Q0 16 �Q� // . . . .�. ,r . . / . / / \ \ sQ45.0pID \ 1�) ��, �O e / . . . .z. . . . . . . . . .eXiST, wo Z. /./. // Q �o. / \ L.P. -� (j / � 0. I \ 4QP . . . . . . . . . . . . . . . . . . . . . j1l/yE. . ./. . . / F' 47.13 \ ® . . . . . . . . . . \+ . . .\ V . . 1C� . . � / SP * \ �Q // ° , 0. .' . ' . ' . ' .• . • ' • • • • • • . - , - , ./� / / / \ o / / . / �1 47.54 . . . . . N ACF I \ / . . .*. . . . . . . . . . . . . / / ' / . . / / / GA \ Q p. k5? \ /. /. . / / ' . / O 10 X10 \ \' . # . + \ /cP *1 . . . . . . . . . . . . . . . . . . j/ . ./. / >rj *1 . . . . . . . . .\ . . . h5 6\. \ R' . .� \ . . . . . . .4. . . . . . . . . . . . . . . . . . . . i. . .�ti^ . . . /. . / �\ \ �j � . . . . + . . . ./ . / FAOsz . . . . . �J �. 9 # \ Q. / . � �. . . . . . . . . . . . . . . . . . .� !. . . . . . . . . / . . O &&3 .#. \ 00• . . . . . . . . F,� � . . . . . . . . . . . . . . . . . . . . . . . . .r . A) \ . . . . .\ .\ °. . . . . . . . . . . . . . \.\� . . . . � . . . , . . . . �. . . /. o - / o� <91. - , . . . . . . . . •1. . X51 \ / . . . . . . . . . . ... . . . . . . . . . . . . .- --.- y - / .// 0 6 / / \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .j!, . �Q / \ I., .., ..,.. . ., .., . . . .�. . \ . p . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47.36 \. . . . . . . . . . . !p . . , ' •\ �. . . . . . . \\ �o' /. . . . . . . . ./. . . . / . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . � . ... . . . . . . . `L / . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . / /c 47.70 \. . . . . ,�/R . i . ���. FA . . . . . �.� %. .\. /. , . / O 1` O >tj \. ' \. . . . . . . / / �s \ / / JPS / I F.A . . . . . . . . . \ . . .. . . . . ,. . . . . . . . . A�QO I0O1s o0, \ /! / / s . . . . . /. . . . *. . R R \\ . ./. . i. . . '�'A ,per GJ \ . . �' . . . . . . . . . . . / . . o . . . . O,o Ay 1`' . . . . . . . .Q�/� . . . . . . . . . . . . . . . . . / . . . �� CONSTRUCTION NOTES FOR FABRICATED SILT FENCE /...goo• • • • • • • • I • • • • • • • • • • 5Q • • • I . . . . . . .\1 • • • • • . . . . . . . . . . . • . . . . . . . . Q � / 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO \. .s�� . �,9 R5o Q.P Off'. / .// F' 47.57 / •V' . . / FENCE POSTS WITH WIRE TIES OR STAPLES. + . • O 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN / '� . . . . . . . . . . WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP . . . . . . . . . . . . . MID SECTION. /. . I". . . . . . . . . . . . . . . . . . . . . . . . . oo . . . . . . . . . . . . . . . . . . . . ./. . . / . O +° °? / t d ,47.92 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN F`,p \ . . . . . /. . ��. �� �. p� / I EACH OTHER THEY SHALL BE OVERLAPPED BY >z �J' *. . . . . . . . . . . . . . . . . . . . . . . . ./ . / . . /°. 1 O PO .- - � SIX INCHES AND FOLDED. 6' /. . . . . . . . . . . �. \ . i. 0 / �� 90 /. . . . . . . . . . . . . . . ,Lo . . . .\ . . . . . . . . . . . . . . //. . . . .�.. ;,�'��� /��/ / �� 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED 1tj . . . , . . O. . . . . . . . . . . . . . .-'3 . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . 19, AND MATERIAL REMOVED WHEN BULGES DEVELOP F S / . . . • . Q. . y4' 61. . . * . \ /. /J��> / IN THE SILT FENCE. . j <� * \ . /. Oh ` \\) / A, F. �. . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . ! �/ 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIRDFENCE, /' '\ ' ' ' ' ' 'j tx /��0 OR APPROVED EQUAL. `9 . . . O . .#. . . . . . . . .* �.` v , . �p� �Q �// P �\ WHERE FENCING IS USED AROUND STOCKPILED F/LL l �,. . . . . �' . . . . . . . . . . . . . . � .-j � ,.I � . . 00��� . . j . /��' 47.6 `�j�OJ�O / 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED p � / ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. / Q. . / / 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) ' G . ./. . . . . . . . . � . . . . . . . • . '#. . - . � , 5/� / OR IT IS TO BE COVERED WITH A) TARP. Q X11 ./ . . . . . . . ,. , . '. . , :. . . . . . . . . . . . . . . . . . . �. . . . . . . ��. . , / /48.02 / POSTS: STEEL EITHER T 0 • . • . . . r� / TYPE OR 2" HARDWOOD Fq .T__% . . . . . /. p0 // /48.2 FILTER CLOTH: FILTER X. MIRAFI 100X. ���'l R��� \ Ste. . . . . . . . . .... * . . . . .# ' . . . . . . /. Z. cue / / / X00 STABILINKA T14ON OR APPROVED EQUAL L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PREFABRICATED UNIT: GEOFAB. ENVIROFENCE OR (�`p s� �. �' ��S / / Q APPROVEDEQUAL. a Q, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . +A. ' . . . . Q / / WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE. �� . • . �0 . . . . . . . . . . . . . . . . . . . . . . . �. . ./ ' /. / / / / MAX. 6" MESH SPACING. RS \ �; / - - / / 1-� . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. /,,G` 47.90 _ i 10' MAX C. TO C. /. / / *. 36" MIN. FENCE POSTS, DRIVEN MIN. � `.\ / i�16" INTO GROUND . . . . . . . . . . . .\ `. . . . . . . . . .�Op� . • . . . . . . . . . . . . . . . . . . . . . . .! / 8.17 / �V ro .. / / .'.'. . .'. . . . . . . . . . . . . . . . �.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IV / 0, . . . .. . .. . . . . . . . . . . . . .. . . . . . . . . . . . �. / / G . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- _ _ �.. . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . ./ . . ,F, / / /^ 48.40 0G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .Y.'.Y..-,,-A. // �� / . . . . . . . / P:� / -r / _ �± _e_- . . . �� ,�� �6.R. exist I. / 60 / A •/ +. . . . . . . .14rELL-0 . . FORMER.TEST.WELLS // . N'1 / - / _ o1 oA\ u . . . . . . . . . . . . HAVE. BEEN. ABANDONED I. . . . . . . . . . . . . . . . . . . . . . . . . . .i . . . . . . �Q / / - �� F�� FA I . . . . . . . . . . . . . . . . . . . . . . . . . f / �, ,----- - - PERSPECTIVE VIEW A . • • . . • . • . . . . . . • . . . . . . / / \;/ . . . . . . . . . . . . . . . . . . . . . . . f . � . � . � . � . � . � . , . , . , . ,.� . . �%. . . . . . . . . I/ 48.03 �� FEB I Z02i 36" MIN. FENCE POST S . . . . . . . I. . . . . . . . . . . . . . . . . . . . i. qq /� 41/ s �---- WOVEN WIRE FENCE (14 1/2 GA. MIN., MAX. EXIST. , / H{ / / �� ouThold town 6" MESH SPACING) WITH FILTER CLOTH OVER , , . . • , . . . . . . . . . • • , ' -' , , . • /' / / e / Planning Board Z76` / . . . . . . . . . . . . .WELL . . . . . . a6�_ . . . . . �!o . . . . . . . . . / 48.31 �� / / - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+. . . . . . . . . . / / PCV NDISTURBED GROUND / / / X 48.54 FLOW X00/ �O�o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I, . � ' 48.10 4; / F OF /V t11, EMBED FILTER CLOTH OtK ,9 1 / /�c• / 4&1,69 i �tc�„� �(2J-- MIN. 6" INTO GROUND R> I �Q // �•, tx I Gj \"• H H' ., O �� .�� // p,��`' / ,��°`�q,� OWNER: ��` 3 �' �'� ¢ Sr �211 65 COMMERCE DRIVE, LLC I , SECTION VIEW FA B o o``o / I } C �4 . >zo OG �R7 R,�4 � / / P.O. BOX 946 1-.t �,_ _ / CUTCHOGUE, NY 11935 ; , ';�� O SILT FENCE DETAIL �� ��F _ 60 '25 L=1 20.23 19 o / �s z o /' ,' �\ arn,, � 50' F � // �48.42 �.� wv CONSTRUCTION SPECIFICATIONS EXISTING (D 1 `�i 1.11 �� ��� / PAVEMENT ° EROSION CONTROL AND PLANTII� SvPLAN " 3' �OoR� 2� CONC /�/ ��✓ ��� / 48.68 STONE SIZE - USE 2 STONE, OR RECLAIMED OR RECYCLED CONCRETE � •. ,:..,., • EQUIVALENT. 5 ' IS, � T LENGTH - NOT LESS THAN 50-FEET (EXCEPT ON A SINGLE RESIDENCE LOT •• ��� ' `,�� �'� @C 4,'4? // / NORTH FORK SELF STORAGE #Q# WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. MOUNTABLE BERM >rj OS CONC. CURB / \�� 48.85 (OPTIONAL) LTER CLOTH •s �, �r0 SITUATED AT THICKNESS - NOT LESS THAN SIX (6) INCHES. v` / NO, . WIDTH - 24 FEET - PROFILE EXISTING 48.34 / ' 4G �� CU TCH OGU E FILTER I TSTONE.CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING � GROUND /// sT / ��l` �G TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- O,� 48.60 p� g S.C.T.M. 1000-096-01-001.3 STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING / J �i �`' J``' / 'y I y�, PREPARED BY: PREPARED FOR: IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. •••. `'t F MAINTENANCE - THE ENTRANCE- SHALL BE MAINTAINED IN A CONDITION •'...., \\�. ///\\'\\ 47.54 // 4878 Gp��' KENNETH H. BECKMAN. L.S. MARTIN KOSMYNKA EXISTING -2".MIN. WHICH WILL PREVENT TRACKING OR FLOWING OF 'SEDIMENT ONTO PUBLIC AVEMENT � ❑ P.O. BOX 946 RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED N u � / \0- SURVEYING AND LAND PLANNING ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. •;••s• y /'�/'�/'�/� Z / \. 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 WHEN WASHING IS REQUIRED, IT-SHALL BE DONE ON AN AREA STABILIZED '• P_ � / `pQ 48.910 WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING z PLAN VIEW z , `� �0. tx \� SUITE D RIDGE, N.Y. 11961 DEVICE. o � .�G PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED o ) 6G SCALE: 1" =20' REVISIONS: AFTER EACH RAIN. REV. %22/2020 620-20652 9/2020 AWN BY: KAK STABILIZED CONSTRUCTION ENTRANCE DETAILS // DATE: MARCH 2020 CHECKED BY: KHB / 71 - - 111, 11 DRAWING: BB1-6564 JOB No. B20-20184 SHEET: 2 OF 2 I 1- $� 0- DAA SS4 DiGiovanni & O Y • OP�P m 0.0 ��.0 0.0 e�7 Associates s' �� Q L �� OO �j� Architects F o .0 0.0 0.0 0. GALGULATION 5UMMARY rye 0. 26 preston avenue ' e .0 0 0 0.0 .o � LABEL GALL. TYPE UNITS AVERAGE MAXIMUM MINIMUM sea cliff, ny 11579 0.0 0 0 0.0 0.0 0 ,o 80.0 0.0 0.0 0.0 0. / (516) 671 - 3624 Op' + PARKING LOT ILLUMINANCE Fc 2.1 5.0 .01 fax(516) 759-7138 'L .0 0.0 0.0 0. 0.0 OA 0 O FNC 0 2S \GQ yI? 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0. 0.0 G�Q'0 1q--20 o. o.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0. o �G\S�ERED Oy .0�• .0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0 0.o LUMINAIRE 5GHEDULE v2 0- 0.0 0. 0.0 0.0 0. 0 to .0 0 0.0 0.0 0.o O.o 0.0 TYPE OUANITY LABEL ARRANGEMENT TOTAL LAMP LUMENS LUMENS WATTS LLD LDD DESCRIPTION MOUNT HEIGHT 9� 78169 o.o o.o 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0\ o.o o WPLEDIBY 20 A 51NOLE 1,517 15.2 ,'76 �6 RAS WPLEDI3Y 3,000K WALL 13'-0'' ��F NEW 0.0 0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0. 0. 0 0. 0.0 0.0 0. 0.0 0 \ WPLEDIBYf T II B SINGLE 2,461 20,70 .16 .76 RAS WPLEDIBY 3,000K WALL 13'-0" 0.0 0.0 .0 0+2 _0.1 .Ib 0.3 0.3 .la .0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 .0 0. 0.0 I55L) ED RAS LIGHTING LED MODEL WPLEDI3Y 5000K \ TOTAL LUMENS = 57,411 (ALLOWABLE = 25,000/acre 3.12 acres x 25,000 = 83,015) 57,411 total lumens < 85,015 allowable WALL PACK LIGHTING FIXTURE; MOUNTED 12'-O" 0.0 0.0 0 5/ o., �.b 0 O� 0.0 0 0.0 0.0 0.0 0.0 0.0 0. l/2q/20 TOWN PLANNING DEPT ABOVE GRADE - HOURS OF OPERATION / / RAS WPLEDI3Y FIXTURE ARE FULL GUT OFF TYPE FIXTURES ARE IDA "DARK SKY" APPROVED FIXTURE O. O. 0.3 / I .5 3.0 I. 0. .3 0.6 O. .5 0.15 O.O 0.0 0.0 O.O O 0.0 0.0 0. OFf DU5K TIL 10:00 PM �'/ ' s (TYPE "A" TYPICAL FOR I I I / ( 3a (/ I/ RAS WPLEDIBY FIXTURE 20 - SEE ELEVATIONS) 0.0 0.0 b \ . l q.1` 4qq� X0:3 .� s o.3 .0 0.0 08 0.0 0.0 0\0 0. 0.0 .0 0.a�Q� ALL FIXTURES ARE ON TIMER TO BE OPERATIONAL FROM DUSK TILL 10:00 PM • 0.0 0.0 0. \ 0.15 /02 e j / 0 �:` 0.0 0.0 0.0 0.0 0.0 \0.0 .0 0. 0.0 NOTE: �l- i r 3 0 /N \ 0.0 0.0 18/03 X02 O F, 5 0.3' , 0.1� O.0 01. 01 O.l i 0.1 g l 0.0 0 0.0 WPLEDI3Y WALL PACK COVERED / / �/� r N FL o MOUNTED 12 -O A.F.F. HAS A o.o COVER 1 /1.4 / r E 2 b•6; O;la ' ols /0.3 0.4\/\ as o\ of o:\ MAX. 3.56 Fc, THE FIXTURE N / a /X �/ -' \ \\\ 1\\ oJ 0.0 0.0 P.II ` is u/2.( 3.8 Is %off /4 /0.4 �.6 �� / 2.\�.e\`Q. lo. 0.0 .0 \ �2 0.0 0. \ \o\\lam s \o.a_- 02'` 8 �o. \L� P 6 3. 6 fv�a o�a �o.0 0 0. 0.0 - - c0 /� I0 0.15 Off/- 0.//0'8 0.3 d.18 �O.IS� Q,l/'0.3,c 02 O.� O. BUILDING A _ \ \ _ Surface Mount PROPOSED 2 STORY � ` \ \ / - \ \ Configuration N 0.0 0.0 I / O.� 10 0.14 / 0.5 V0 \0.iLO 0 0. \0.0 �. 0�0 - _ - O MINI STORAGE BUILDING / z / / / 18,575 S.F. Ist FLOOR I I / P \ \ 1 \ 11 81 -- 0.0 0. {18 p.b �1.2 V 18,8'15 S.F. 2nd FLOOR `Ola 10 1/ (12 1.5 %\4 1 Ofl 0.0 .0 0.0 / 3'1,450 S.F.TOTAL T \ b 3.a > I \ / \ u F.F.EL +42.6 - / / 08 .0 .3\ O�5/ 40 `0�3 / R-lb/V.15 15 0.0 4a S. \ \\ \\ L'aj I51J; X0.61 tl.4 0. /05�C 0S 0-2 O.0 'f`{" _�... .... ..., L.P. 0.0 0.1 /0.4 /01` Q Q ' -(.5 /O� 0.4 / 0.0 Lq LW\ O O l / / / / 114 37) 0:-, 0. �.3� .2/ g l ry� 86 15/ /. C O. l OA 0 ° ' 94. 0.0 I 0.5 ( Ld?/ 2.3) \0.61 02 4 / O. 0.0 )78 74) ' 1235.64) j13U8T]� \ /\ 32 / I I I/ 1' \ 6h COVERED \ � ._,_ � • ENTRY O0 .0 \0.15 \�2 'Y.q /0� A.3//03 0.4 \02 0 3. 1.5 .4 .0 \0.0 0. d ]� \ Q - " / // � / \ / x 46.91 0.0 0. .I j �. b3 �.4� 02' �s ///0/ I.a \ \\\ LI / 0 0.0 0.0 0.0 • 0.0O C� 3 / I s' 0.0\jh - � C�2 \`I�(\ a 4 -�02\0 0.4 // 0.0 0.0 0. 0.0 0.0' / 4 LIGHT DETAIL `t 0.� 103` 112 ab 0.15/ �.3 0.4\\ O O q\ 3.0 0 0.2 //0 0.0 0.0 0.0 0.0 0.0 \o. 0. 0.0 P NTS ' O 0.0 S'0 0. 0.4 /7:0 O7 0 3 0, 15\\ �'�Q 0 3 I. I 0 /.I5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 a \ 3 I h / PROOIS DI 2S TORY \\ �Q 6 / 47.01 \ \ gra 2 0.le� e 2 \o.l _ I I o. 1.5( Q' MINI STORAGE BUILDING _2. �.�\ 0.3 // o.l 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \o.o .o * L.P. / / / - \ i\� \� \ \ \ 26,800 S.F. Ist FLOOR 4, \ x 47,43 uj 1 \ .I� \\\ 26,800 S.F. 2nd FLOOR / \ \ 0.0 O. 0.3 / I. u1 1,4 0 /0.3 �0 2 53,aOO S.F. TOTAL 2.b 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OD 0.0 o.0 0.0 • / r ab ,�I F.F.EL. +42.6 / * \ 0.0 0.1 1 O.�i I .L0 /Y.I / OSj /N �0 5 I. .5 / 0.1 0.0 0. 0.0 0.0 0.0 oA 0.0.., 0.0 0.0 0.0 OD 0.0 ,. o. .0 V � \ G 6 + L.P. .P / 4 8 Oat �o. \II(2 \�.OV, b _ �A:\ \ 0.3 / 2 0.0 0.0 0.0 0. o.o o.b 0.0 0.0 0.0 0.0 O.o o.o o.o o �Q° / "/ / � I /q � 47.13 * 0.0 U O.O\\o.l 0.1-5 11,3\ `1.51 �2.J / Ir �.3' �2 0\5 O I 3.q 2. 0. 0.0 0.0 0.0 0.0 O.O 0. O.0 O.0 0.0 O.0 00 O.O O.0 O x54 0J' 0 0.0 O.O\ 07`\ _ 1.5 J0.�1� 9�6 /I. 0.5 •0 2. I 4/ O.I 0.0 0.0 0.0 0.0 0.0 0.0., ..0.0 0.0 0.0 0.0 0.0 0.0 O lSO \ \ 0. 0.0 0.0 0.0 \6\0 0.0 -0.12 0.14 I 0 I/o.� ( 5 � \ 0.4/ .15 0.0 0.0 ..0.0 0.0 0.0 OD 0.0 0.0 0.0 0.0 OD 0.0 .o / \ + \ - -\� \ \ \\� b qq \ 0 \ 0.0 0.0 0.0 0.0 0.0 \0.0 0.0 0.0 \Q.1 \ .. .5 2 / 0.0 0,0' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / �Flfj o� FCC 0.0 0.0 0.0 0.0 0.0\ 0.0 0.%02 - \2� 0 . .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OD 0.0 0.0 0.0 .0 �Q 47.36 12/14/20 PER TOI^!N COMMENTS ilc 47.70 G� .0. 0.0 0.0 0.0 0.0 0 0.0 0.1 1.0 .5 4 q _�1`\ 6 0.5 / 0.1 0.0 ..6.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 R E V 15 I O N 5 / 1 .q9 ¢ p'• 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.1 O.b 5 3.q 3.0 I. 0. 0. / t/0.0 0.0., 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 OD 00 0.0 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE A,s 0. 0.0 0.0 0. o.6 0.0 0.0 0.0 I \\0. I. 1� 0 2 o.b o 0.0 0.0 0.0 0,.0 0.0 0.0 �� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE � e,�` / PROSECUTED. o 0.0 0.0 0.0 0.0 0.0 0.0, OD .I \ .2 .4 /2.9 4. 1 \ �4\\ N.0 0.5 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. � 47.57 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND �) / + DIMEN51ONS AND SHALL BE RESPONSIBLE FOR FIELD FIT ms.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \ .2 1. 2.q 5.q qq 4 0 2. 0. 2 0. 0.0 0.0 .0.0 0.0 0.0 C o.0 0.0 0.0 0.0 0.0 0.0 0.0 �Pb x 47.92 AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE Fq �� ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR c A9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.o o.o o.o Is\ o. / 2.q .0 0. 15 0.0 0.0 O.o o.o o.o O.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. j �� NEGLECT ON H15 PART. n / /q RAS LIGHTING LED MODEL FAF� S� 0.0 0.0 O.0 0.0'x.0 0.0 0.0 0.0 0.0 0.0 ., 0.0 0.0 0.1 0.1 0.2 0.3 \ 0. 0.6 0. /� .I 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o. o`' \�% WPLEDIBY 3000K WALL PACK I- F9 �, \ 9 LIGHTING FIXTURE, MOUNTED 13 O o. 0.0 0.0 o.o�0.0 0.0 0.0 0,0 0.0 6.0 0.0 0.0 0.0 o.e 0.0 ` 0.1 Is I 0.0 0.0 o:o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o 47.68 \ ABOVE GRADE p � HOURS OF OPERATION North Fork \ / DUSK TIL 10:00 PM 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o O.0 0.0 O.0 0.0 'P.0 0.0/ 0.0 0. 0,0 0.0 o.o O.0 0.0 0.0 0.0 O.o 0.0 O.o O.o 0.0 0.o a8.oz „ Fq A8 SGT \ / /� (TYPE B TYPICAL FOR Self Storage 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OD 0.0 0.0 0. 6 � II - SEE ELEVATIONS) c`0r; � C48.2 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 D. F � �e 65 Commerce Drive AS 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D /1791 / / NOTE: Cutchogue, NY 0.0 0. 0.0 0.0 0.0 0.0 0.0 C. .0 ''O.o 0.0 0.0 0.0 0.0.1, 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0 aa.17 / � tie WPLEDIBY WALL PACK eo°� MOUNTED 13'-O" A.F.F. HAS A 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 as.4o MAX. 4.qq fc @ THE FIXTURE /V i i 51 TE L1C�TIN5 PLAN F 0.0 O O.0 0. 0.0 0.0 O.0 O.0 0.0 ' D.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 .O o O /boy A / A AND DETAILS CSF >� d^6 / � O.O O.0 0.0 O.O O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 .0 � / FA R9 A,S �x 48.03 / F O.O O.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 D.O 0.0 0.0 / / vs 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FA SITE L I (5 H T I N(5 FLAN .G� . _ 4�10�20 48.54 Fso. F 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.�a 48.10 /�' I I __ �_r'-€_8 R � DATE ICUs C�v 90 Q a'1 / 4 Z �✓ u 0.. o.o o.o R= 7 . q o.o o.0 0. �� o�a I = 32 ( 1 �z� �o JAN 2021 1 A5 NOTED <% °o� °AFF>a 0.0 0.0 I?a 3 0 O.c� �� 0 l - clt'.I"1 -� l o�`'. I OF I SCALE s, e�F 20 Go J / !- PI .nnll''g eoit� DRAWN BY Ib N� x 48.42 _e_ .. J r � �G a �`r' / GHEGIGED BY co�A 48.68 DD FIN. GRADE EL. 42.0 i � I F.F. EL 4 TRAFFIC BEARING r » O 2 8 TRAFFIC BEARING TRAFFIC BEARING C.I. COVER 6 REINFORCED �19 �O /c.l. COVER rC.I. COVER FINISHED GRADE EXPANSION JOINTS N"t / � CONCRETE APRON II II EL. 42.5IF \ _\ / /_ W/ 6"x6" 6/6 NWM / ��' � %550, � � � � � � \� � � � � 1' MIN. - 2' MAX. 1 1 2110 � r\� r\� \ r\� r\� r\I r \� r\� r\� r\ 10 MlN. i a • •..•. -: • '?� � � 4" I' 00 24" 24" > -I °' •' 4" MIN. EL 37.49 �•4!. : .•a.' ' r. Lij. a .. / - 61 39.07 EL. 1 8.. 1, TRAFFIC BEARING N U X� 38.77 4" LIQUID LEVEL ED „ 12" PAVED O R- 0P`- 1 3x:27 4"01/8"PER FT. Q° C.Nl 2'-s 4'-0" DRIVEWAY P m I<- =25.00'=25.00' 37.19 ❑ ❑ ❑ p �v J ° ° ID 4"IN T S`' P O Z z O ❑ ❑ ❑ I SLOP �I- � Q-° �� Q �� L 21.03 I1 4" PER FT. 18 I o 00 O / \�� :Q C7 �j / DROP TEE I SECTION A-A Q . + . '\..."-,. T 4- 4 !i EL. 31.19 F FA LFF� C O BACKFILL WITH CLEAN SAND & GAVEL 3' MINIMUM TO HIGHESTL Q) A Q 9, ': O v EXPECTED GROUNDWATER _ _ _ _ - , A (�0 'Y • 13 t1 REMOVE EXIST. 8' DIA 1 V / �i,�,� `� BELGIAN BLOCK CURB SEPTIC C D E TA I L WIDTH OF PAVEMENT F ,,o$ & CONSTRUCT PROP. \ / 0 5' ASPH. APRON / SEPTIC TANK D TAIL "� (:)* .- -L _L_ 3 ���e� zo o Flti/ST ,I'qT (1200 GALLON TANK) EXPANSION JOINT J F, � Q � >ro tifq�N w 1 CONTRACTION e 1c h, • h TRAFFIC BEARING O d JOINT O 70 �°�\ `P�� C.I. COVER \�\< _L ) SYST. No. 1 O• G• ��QO i FINISHED GRADE OPO RP o JOINT OI TNSION TOP EL.{40..3) ��1 1 36 .� ('.,��, �jP� �,\ REINFORCED PRECAST ��00��� Q�Q� �c��PNO 17" `F \ CHIMNEY (AS REQUIRED) G a FDIC + C�1 Q ij. ' MINIMUM SLOPE D REINFORCED <y v O 2S GQ P� 1/8" PER FOOT x TRAFFIC SLAB ti� - a1 EXPANSION MIN. WIDTH 24' EXPANSION A�8A V. + \ \0> t I�\� ® \ 4 �Q � �j INLET NOTE: _- - - - - - \\� JOINT JOINT 5, 1- R� I •� o - 'QO I PIPE TO BE MINIMUM KEY MAP MIN. WIDTH 30' x AO OGf LINE N �' `F Orp '� g \ Q w\/ ®2400 CLASS PIPE _ \\ w 0, ca !� �' N co / "== 300 SQ. FT. o SCALE: 1 = 600' PLAN C'•n� I ( TC(4? cF *, 000 P'1, L.P. o 3' MIN.' ®®®®t_ MINIMUM w CONCRETE APRON DETAIL �25i �• c(4? o COLLAR ®®®®�. W o ? < ti \ � -- • ®®®®®L ►_ \ Lti I ROP CURS + J CT's ,. \ ®®®®®®®� W 15'-0" (FIRE GATES) T a o J ®®®®®®®®� _4 y> S`�'ST. No. 2 C(4 0 ®®®®®®®®Ir, `o \\• 16'-0" (ENTRY GATES) TOP EL.(41.5) N C 4 ��, L.P� �� � \\ DOUBLE SWING GATE O C ? �Ai \ r © 8'-0" DIA. TYP. 6' MIN. PENETRATION I t��/� o PROP (41.• •t \-/ 3' MINIMUM TO HIGHEST ( ) INTO A VIRGIN STRATA ® EXP. EXPECTED GROUND WATER X I O 2 9 \ OF SAND AND GRAVEL ►��3 C.I. CO ,'/ AN o SPA C fS >- TMR•) T�`� o PROP. PROP. �T� S NITARY LEACHING POOL I (42 J/' D.W. EL. N' � L.P. l � TC KEYPAD •U• GQ• ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL X\ 1 42.3) 20' MN. ,' e / (4j. ) `? �, ' WITH A 3' MINIMUM COLLAR PROP. H.C. w + o I .t - • �3 2� \1\ �P I OP. ® / RAMP j +/ \ PROP. IC RAIL 2O K YPAD +a1� 9 SpgC fs I L.P iui P,� YST. No. 1 / e �I. A'5KEYPAD 4ROP N o Io I I- _k, Q�j J� \ . � o x\q £ C 4� c TOP L.(41 ) g ,J NN L.P. o d ~ C 4?4 TC( � +��� i i \ 'Jj \ /� -7 t \ �1 4 / I o P OP. 8.r), ?) / � \, h* � S12 u l T. * i ..�. //i 0 p / a PRoP. Wq OKEYRw \6 \ �D 0. � 0 �0 • co dr \ _ LK _ - _ _ �SYST. No. 12 \ \� 'p'L I<\ ', IVY 11 11 ll�. �/ / \ X00,O' - C 4; ^ TOP EL.(41.5) ® ` s' \ 9 .� '9� s)O\ A / 11 GATE STOP I I R/pOE C / PROP c 4104) C e �2� <,\,� `r�F < � , �'pL00j �� X `" �`�` '-� \ft l ST F 3p0 MIN. \ yc� 6 V/ 6ij, 'V �� a � OOR S.F RiDG,E D.W. EL. \ x I k� � \ Sr2Np F. OFF/Ce O o \CpyE (41.8) \ CHAIN LINK FENCE GATE11 11 ENTRY COVERED j % a v` ORgCE e /N `' s�o �9-ti EXISTING + R a 9 \ N D, / \\ is 0, CO D.W. ELS `Fs \ 2.0' WIDE + A �' / - - � `' '1) ` UTILITY HEALTH DEPT. APPROVAL STAMP O / \\ / \ 1p 24,Q co Q�j. q1 \ \ X Q• i /O J X556 h � / \ / +a�. \ e � . \\ EASEMENT CAST IRON �Q J* J8 y- -) / \ / Q -, 80 OPEN GRATE 43 � \ [4" CIONCRETE COVER �Ij () Nj / EXIST \� i -_ e I \ �� FINAL GRADE WHERE APPLICABLE ( �Q / 5,\5 aSYST. N6. 3 LIGHT POLE \ -_ - - � / I Z \ / A� O � -i ( ©� TOP ELl(41.9 TO BE EXIST SYST No. \ ��� �\ J L.P. CONCRETE BRICK WITH w �.. TOP EL. 41.$) / p J � g� / t�L REMOVED LIGHT a \ G\ / MORTAR & 1/2 P.C. MORTAR O /__ co Q3 POLE \ A o \ ( 1 #5 BARS ® 6" EACH WAY O � �* e � TO BE O O� \ �O \ / .. — I O N �' S / 000 REMOVED+kze p ® 1h DaW. E 9S► L.P. 6" PVC ROOF DRAIN 0 9 0' O O �W D.W. EL. + \ 4 .0 .oy 12" S SCHEDULE FORSEE PLAN & MORENFO. Q �RUCTUREg 0 � O 40 2 -Z�•Q (42.0) R ( ) \ , / . . . . a- +o0 /-Z j �V�O \ \\ SSA �� \ �. w< I e / R CO m c„ v, \, �b 9�, . . . . . . . . . . . . ow I O N� Q� c J 9, r'� +b ' . . . . . . . . . . . . . . LLI Q I \STORM I . I r� \ Q co Q U �� `y P \ /� `\ � c, *56 w a ' ' I I=� DRAIN 3'-0" WIDE SAND & GRAVEL 0 D.WI EL. U, �Z o Q o J \ o- \ ( G . ( ®c�L RING I COLLAR ALL AROUND k o \{421.1) O O O/ w 1O I y \ / / . . Li w . I ®cam®�L Irnrnrnl .. ".• \ / � 0 v, � �.0 I \ o , SYST\No. 1 w I ®cn®®®®� I I I..P. / \ 0� \\ TOP EL�(41.8)9° ®F•�®®®®®� ^ � 2�.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . rnrnrnrnrnrnrn ®f•n®®®®®®� "i N \ / b, '\ ^ to ni �' ,off . / ' ®Em®®®®®® Q %.- Q D, a \ \6. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GROUNDWATER N SEE:DRAINAGE`CaLCS.: g0 C/E \ \ V^ �' �Pj�CF �h0 \ �\ X00 oe �`v . vN \ . f- v / /� Q. + �1 D.W. EL.' +"?, \ \ + . NOTE ALL DRYWELLS SHOWN / Z / X44\ a (42.15) \ 43 \ \h1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO BE EQUIPPED WITH AN 4, COVERED / � 0 \ Q�� ` DRYWELL OPEN GRATE SHOWN THUS "e" ENTRY Q 4 __ � �.0• \ �' /� 'Pioc�.O, \\ l�` \. . Q � / - SYST. No. 1 \ 4� D.W L. . . . . . . . . . . . . �• / o �, TOP EL.(41. \ SYST. No. 10 ��1 ��``' . . . .i. ./. / . . &5 g5 Q- / � \ T.H. k \ TOP EL.(42.1) `pti \ . . . / . . . . . / . . . / SYST. No/ 4 Q . . . . . . . . . . .. . j / . ./ / . . . . . . . . . . . . 40 � \ . . . . . . . . . . . . . . . . . �. . . TOP EL.(/41.9 � / . / R / • / / 6 �. M 1 \ '� . %. . . \./ . . (v '�- J • l LIGHT � / . . /. � o' r,, co D.W. EL. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./. . �P./ / / •� • (42.1) TO POLE / R ® +,� \. . / P_/�� / \ \ ��0� REMOV/E6 ��� /. . fit// / • 2 3S 0' N / + D.W. EL. `� /./. . G !. � 6 / (41.9) \. ' ! . . J ��' \ . . . . . . I . . . . . I . . . . . . . . . . --� \ + /(D-\1 e R �QPG / OI 1, Opp' / \ +,, /. . GO .�\ �� 47.01 ( . . . . . . . . . . . / 1-1 L.P.A,563 D.W./EL. p // +��� �'J`\,- ,FPGA CO // . . . . . . . // .. � "I I/ MEET (42h) Q) -P/\O- // _p��� �P"per �`1''� / �X . ice. � � // 36�\�k1_4 Fo °JrO + EXIST. / cn G� y p0 / �`�Q-P c�\'G�,\,5� -l1 /� 'p�� i / �'�C 1-1 �,> 0 \ 1 / b55 �Q�ti \`b / �OQG.., ��� �Q �0;o \,`QQ' G j // A <R, `�s \ 6 a / h + SYST. No. 1 ��ti/ ��Z\ c-,� ��\, +"�P� / tiF h . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. , . \ \ I3 apo / �� TOP EL.(41.9) I CFO c � • ���\ // � . . . . . . . . . .. . . . . . . . . : . ; . : . : . .. : . :. . . . . . . . j./. . /. /M � �+ -i �/ E a �QPG e R \ W. �� �P / / . . / \ \ L.P. � �� R1DOE- 4s•0' ID \\ 11 ' <0 ��O PG�,� / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .EXIST• wO0 �' . . . /; . , // Q �6� / ' . I . . . . . . .\ A51 ® )' �R? �Fj� �° \ Q �Q / . . . /SINE . . . ./ . . // 47.13 / \. .\ u .><o, / \\ 0°'G SYST. No. . . . . . . . . . . . . . . . ./. . . . ' • • . ., . . • . // / . . . N l 1 sPgoe \ TOP EL.(4/1.9 . . . . . . . . . . • . • . . . • . • . • . . • . • . . . . °o• . ./.� . • . . . .�./. // �C47.54 \ \ / Fq �'0 Q oc�o• blb,� \ e �y � . . .. ' . . . . . . . . . ' . . . .. ' . . . . . . . . . . . . /. . . . . . . . / . . ./� / c� > "PRIQ . . \ \r . . . �� . + \ /s Q �ti . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ . . . . . . .�. . . . / . A I� \ k5.. Q ! . .� i• / EL. 43.9 Fq `rte •. • . •. . . .. . 0, 39 �. SYST. NO. 6 � `\ `' A. !/ . . \ _.-- �. .� � !. . . +b".� . ./ . . / BY McDONALD GEOSCIENCE AA o . . . . . . . . . . . . 9 /. i / 12/4/2020 O 5� 0`�'' 42.1 // BOO. . . . . . . -- . .-. .- - - ' . . . . . . . . . . . /. . . . / 0 LOAM, GRAVE . ,/ \ \ gl D.W. EL. ( 0�. . ` � .� /. . . // , / / MIXED SAND . . . . . . . . . . ri \ O l J / !�` ��\ FNC �Q icy. // �c1 / . . . . . F,'�`�'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./. Q �6. SBRO ILT M) o �. �l \\'1�. O /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. 47.36 / \. . . . . . . . . . .\` . . . . . . I /p .\. . . .\ O' /. . . . . . . . . . . . . . . . . . . . .� . . LEGEND /c 47.70 R . . . . . . . . . . , . . . , . . . .\.1 \. . , C. T� . . 'o. . . . . . . �1b. .. . . .. : . .. : . : . : . . As ��- L�p�L: j P\� SAND & A . . ,Ia . . S � el . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. / `� / GRAVEL o i� PROPOSED LANDSCAPING �� R>, \ \\ / I �J� .\. . . . j/. . j/GJP�p / p1� (SP) - 'W' PROPOSED WALL LIGHTS '�> \ /. J. .o '10� d,0 cc . \. ,./. / �Q . . GCS'/ .\ / Fq �s . . / . . . . . . . . . . . . �'o. s o' 194 e W. EL. g \ . / /. . -u-'a- PROPOSED SIGNS Aja . . . . . . . . . . . . . . . \ . . . ./. . . J. . . . . . . . . . . . . . . . � (41.9) GJ� . . . . . . . . . . . \ . . . .`\`( / / E`> . . I . . . . . . . . . . \ . . . . . . . . V 5 • PROPOSED CONC. FILLED BOLLARD �' . . .\.` .. / . . . • . . . . . / . . . . . . J.'�°O. �tiik: C.I. COVER gQ�• . . . . . . . . . . . / . . �I ❑T PROP. TRANSFORMER PAD \. �9 o TYP,) Q' .\. . . G_ . . . . . . . . . . . . ./ . . . . Q D e5• { Q . . \ OV. . / . .J 47. 7 / NO WATER ENCOUNTERED D❑ PROP. DUMPSTER . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . e e Q . . . . . . . . . . . . . . . . . . . . \ I . . . . . . . . . . . . . . .a IN / . ✓�. . / \' - * .., . ., .., - , - , . ., , TEST HOLE . •. . . - . 1. ' . ' . � . \ \ op . . . . . . . . . . . . . . . . . . . +/. ./ �' O ,x/47.92 Fq \ . . . . i. . . . . . . . . . . . . . . . . . . . \�. . . . . 1k SYST. No. 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .j . P./ NOTES. X . . . . SYST. No. 7 Q . . . . . . . . . . . . . . . . . . //P". . 1°� 0 /0� / s . . . . . ./. � . � . � . ' .• . * . • . , . , . • .• . , . • . . . . . . TOP EL. 42.1 P TOP EL.(41.9) { . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . / . p• �o 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON . . . . . . . . /. . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . . / 1 /� / R> . . . . . . . . oo. 0 'pip�s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . /• /, / �, %. MAP OF NORTH FORK INDUSTRIAL PARK. FA ss J . Q<. �o' cF s. \ !. �(' / �� / • 2. THERE SHALL BE NO ACCESS TO DEPOT >z> J. �� . . . G �� \ . . . . . . . . . . . . . ��p�/ / LANE �9 J. . OO �F �v \ ! . �� V/ 3. STORAGE BUILDINGS DO NOT CONTAIN . . . . ,c . . . . . . . . . . . . . . . . 1".m . . i . o� �Q / P �1 /. . . . . ��,. . �. �� O ��0 ` / SANITARY CALCULATIONS POTABLE WATER OR SANITARY FACILITIES. /. . . . . ..� . . To o`' . . . . . . . . . . . . . . . . . . . . ��� 47.6 / OJ 4. SOLAR PANELS TO BE INSTALLED AS • . .j . : . ; . : .: . : . .Q. J . . . gyp. . . . . . . . . . . . . . . . . . . . . . . ��` y l�' / DESIGN FLOW - PART OF PHASE 3 G / �: . . . . . . . . . . . . . . . . . . . . . . . , /, AREA OF SITE = 3.7386 ACRES A . . . . ,p �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a� / ARTICLE 6 ZONE DESIGNATION = IV 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. ��s . . . . . • • . . . . . . . . . r,? . . . . . . . . . . . . �+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / /48.02 / ALLOWABLE FLOW PER ACRE = 600 G.P.D. �� +a x J • • • • • • • • • • /• / DENSITY = 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE FA '1 5a . . ' . . . .T •`s . . . . . . /� 6 / / / DESIGN FLOW p R> �. . /. �O // NON MEDICAL OFFICE SPACE = 300 S.F. x 0.06 G/S.F. = 18 G.P.D. "&o � �'' > X, \ cs . . . . . . . . . . . . . . . j.Z. Q / / / / 48.2 - '. SEPTIC TANK o. . . . . . . . . . . . . . . . . . . Z. ��. REQ. CAP. - 18 G.P.D. x 2 DAY FLOW = 36 G.P.D.//�� 5 / DRAINAGE CALCULATIONS F`,OQ Q�Sr, j ',4 . . . . . . . ' . . . ' . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .��a . Q t� / / // / e PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. SYSTEM No. 1 _1 V\� . . . . . . . .gyp . . . . . . . . . . . . . . . . . . . . . .+. . . ./ . - - - I. / / LEACHING POOL PAVT. AREA = 1200 S.F. x 11 00% x 2/12 = 200 CU. FT. � • • • • • • . . • . . . . . • • • • • • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0; . . . . . . . . . . . . . . . . . . . . . . / / / REQ. SIDE WALL - 18 G.P.D. 1.5 G.P.D./S.F. - 12 S.F. USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. I.,- • - • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • . �. I • • • • • • • • • • • • • • • • • • • • • . �c 47.90 - _/ _ _ i EFFECTIVE DEPTH REQUIRED 12 S.F. = 25 S.F./V.F. = 0.48 V.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / i - / USE 2-8' DIA. 6 V.F. EFFECTIVE DEPTH j/ . / / / SYSTEM No. 2 . . . . . . ` . . . . . . . . . . OI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x 48.17 PAVT. AREA = 2625 S.F. x '100% x 2/12 = 437 CU. FT. � p / / / . • • . . . . • • . . . . . . . . . . . . . . • , , • • • , • • • • • . , • • • • , • • • . . • , . , , . . . . . . . . . . . . . . . , / �. 0 I HEREBY CERTIFY THAT THE WATER SUPPLY(S) USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. / / / / �� AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS <<' PROJECT WERE DESIGNED BY ME OR UNDER MY SYSTEM No. s 3 & 4 T / �Fr / / /c 48.40 0G DIRECTION. BASED UPON A CAREFUL AND PAVT. AREA = 2565 S.F. x '100% x 2/12 = 427 CU. FT. - . . . . . . . , . \; / ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. /A � +,,59 j � kr // THOROUGH STUDY OF THE SOIL, SITE AND TOTAL REQ. CAP. = 1202 CU. FT. � ' 0 GROUNDWATER CONDITIONS, ALL LOTS, AS USE 2-10' DIA. 9 V.FT. = 12-32 CU. FT. ACT. CAP. .� ' ' ' • ' . • • • ' ' ' • ' ' ' ' ' ' • ' ' • • . • • • • . • • ' • • ' • ' • • • • • • • • ' • ' ' ' ' ' ' ' ' ' . ' ' ' ' 'i'� ' ' /� f PROPOSED CONFORM TO THE SUFFOLK COUNTY FA 1p' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • • • • ' • • • • .I • . . . � . . . . . . • • • O.EYv / / G� DEPARTMENT OF (HEALTH SERVICES CONSTRUCTION SYSTEM No. 5 I' // I STANDARDS IN EFFECT AS OF THIS DATE. PAVT. AREA = 3000 S.F. x '100% x 2/12 = 500 CU. FT. �'� A> . a6? EXIST.• • • . . I ! . . . X60 / - - r / USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. R> j,. + wELL•O FORMER.TEST.WELLS � / FA �� . . . . . . HAVE. BEEN. ABANDONED I. . . . . . . . . . . . . . . . . . . . . .I . . . . .i !. . . . . . ` / SYSTEM No. 6 �> . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . �. . . . . . Q /J / / \;��/ SIGNED 3/19/2020 PAVT. AREA = 3440 S.F. x 100% x 2/12 = 574 CU. FT. ESTIMATE OF QUANTITIES . . ,. . . . . . • . • . • . ..,. x . . . . . . . . . . . . /�_/ 48.03 DATE USE 1-10' DIA. 9 V.FT. = 6116 CU. FT. ACT. CAP. `S / / l\/ THOMAS J. BECKN�AN, P.E. O . . �y / CONSULTING ENGINEER SYSTEM No. 7 COBBLESTONE CURBING 702 L.F. ' • ' • • • • • • ' ' ' ' WELL . .r 0 • • ' • • • • • � / H / / �{ / p���-\ r: F•.• 1814 MIDDLE COUNTRY ROAD PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 CU. FT. CONCRETE CURBING NONE �� • • • • • • • • • • • • • • • • • • • • • °6 _ • • ✓ • • • • I • • , / 48.31 �� I �, � y SUITE D ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. ��° RIDGE, NY 11961 / ASPHALT PAVING 50,009 SQ. FT. •> + / / / (- TOTAL REQ. CAP. = 698 CU. FT. WALKS 835 S.F. • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / DEC 3 1 2020 USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. / / 48.54 NOTE: FENCING 114 LIN. FT. F A0O/ o i/ / S0Ut:- To -- - ALL BUILDINGS WITHIN 150' OF PROPOSED SANITARY SYSTEM No.'s 8. 9 & 10 DRYWELLS SEE DRAINAGE CALCS. > rr 48.10 \� / �outnoIc �o:r:n 6+ tx \r SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. ROOF AREA 3867 S.F. x 100% x 2/12 = 645 CU. FT. �s C< Oo ��� // �/� / 4&169 1-1/2" 1-1/2" ASPHALT Planning C3��rc __ _ E n' TOTAL REQ. CAP. = 1048 CLI. FT. SITE DATA . . . . . . . . . . . . �Q / \ / �c� A\ _Or � USE 2-10' DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. O • • • • • • • • • • • • • • • • • • • • • • . '" AREA OF SITE 162,852 S.F. � �� �/ °� '�°°°` OWNER: �P ��H li. SE. 0 No. 11 FLOOR AREA OF BLDGS. 45,775 S.F. c�,o O B�� '� O� " / 0 / 0 65 COMMERCE DRIVE, LLC '`,. r �_- SYSTEM PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. TOTAL AREA OF BLDGS. 91,550 S.F. As oG RV, R�7 >� / N . 4 Q • . . °• P.O. BQX 946 \ 1 ���I��: � * ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. TOTAL PERCENT OF LOT OCCUPANCY 28.1% '�> <F mss G4 4'25 L=1 20.23 I§ co' / / � 4 . o .° °BINDER .000RS •° o°• CUTCHOGUE, NY 11935 ` r I,,' , .,., ` -z TOTAL REQ. CAP. = 1460 Cu. Fr. AREA OF LANDSCAPING 6,627 S.F. OR 4.1% IF XA � 48.42 ° ° ° USE 2-10' DIA 12 V.FT. = 1642 Cu. FT. ACT. CAP. AREA OF BUFFERS 59,606 S.F. OR 36.6% <<, ❑ ,'% tv Z ;,,�, " � SYSTEM No. 12 AREA OF PAVING 50,009 S.F. OR 30.7% I- � iS \�� / t NYS DOT BASE COURSE PRELIMINARY SITE L�4�t� /���, PAVT. AREA = 5258 S.F. x '100% x 2/12 = 876 CU. FT. > � <i �� \r r 0 USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. SCHOOL DISTRICT MATTITUCK 0 7-N, �F CONC. ��� �� \�� / 48.68 •il� 3 POSTAL DISTRICT CUTCHOGUE - gTc 4 / \��\��\��\��\��\��\��\��\��\��\��\��\��\�����\!�I NORTH FORK SELF STORAGE 3 SYSTEM No. 13 WATER DISTRICT S.C.W.A. < 0 4 •42 / � STABILIZED, COMPACTED SOIL PAVT. AREA = 4344 S.F. x '100% x 2/12 = 724 CU. FT. A> O5 CONC. CURB / Fr 48.85 ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 Cu. FT FIRE DISTRICT CUTCHOGUE .3 / �� 6 SITUATED AT TOTAL REQ. CAP. = 2257 CU. FT. TOTAL PARKING REQUIRED 94 SPACES s // 48.34 01 TYPICAL SECTION - ASPHALT PAVEMENT CU-1-CI„IOGUE USE 3-10' DIA. 11 V.FT. = 2258 CU. FT. ACT. CAP. TOTAL PARKING PROVIDED 94 SPACES / �G �� NOTE: AS PER TOWN OF SOUTHOI SPECIFICATIONS EXISTING ZONING LI �' / �, � TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SYSTEM No. 14 / sj. \;� PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 CU. FT. USE PUBLIC STORAGE i OA 48.60 p� g S.C.T.M. 1000-096-01-001.3 ROOF AREA = 6200 S.F. x 100% x 2/12 = 1038 CU. FT. ,/ - <% ��� °�� R=1" PREPARED BY: PREPARED FOR: UOSEAL REQ.3-110' DIIA.P9 V.FT.24 1847 CU. FT. ACT. CAP. PARKING REQUIREMENTS 47.54 / G FINAL - - ❑ �� , 4878 G°� GRADE KENNETH H. BECKMAN, L.S. MARTIN KOSMYNKA SYSTEM No. 15 OFFICE SPACE - 300 S.F. 100 = 3 SPACES m / SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2925 S.F. x '100% x 2/12 = 487 CU. FT. STORAGE SPACE = 91,250 S.F. _ 1000 = 91 SPACES ` D / \?� 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. P / OQ 48.91 i� ADJACENT TOTAL REQ. CAP. = 931 CU. FT. TOTAL SPACES REQURED = 94 SPACES d C-< ��,x PAVEMENT SUITE D USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. oz �G 0* . X r RIDGE, N.Y. 11961 TOTAL SPACES PROVIDED = 94 SPACES REVISIONS: "* 20,98,9-,9968 SYSTEM No. 16 ) 0 7" SCALE: 1 =20 20198,9-19968 PAVT. AREA = 5515 S.F. x 100% x 2 12 = 919 CU. FT. REV." /zo,e REV. /2D20820-20103 DRAWN BY: KAK / / 7/n25/20018 REV.2/18/2020 020-20,03 CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. g TOTAL REO. CAP. = 1033 CU. FT. REV.a„o,2me REv.z/ze zo2o B2o 2m27 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. // / REv.6�[2019 REV.�/'s ozDBB20-2065 CHECKED BY: KHB DATE: MARCH 2018 REV., 20,68'6-'936° REQ• 292020 REV.4 0,9 819-,9578 ROLLED ASPH. URB DETAIL REV• ,2/2019 REY.,, /2020 820-20652 - -- DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 2 I I . : � � or, T.H. O ui � N� ' Of J � 0, I PLANTING SCHEDULE P o WOOD STAKES AS SPEC. (TYPICAL) � � Q p QUANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPER 0 HEIGHT FOR LARGE TREES �. /`� 6' HEIGHT FOR SMALL TREES ` t; 24 NORTHERN RED OAK QUERCUS RUBRq 2 1/2"-3" CALIPER - � / ) SSR `,•„r' . �� AND EVERGREENS 0 146 BLUE SPRUCE 3-4 HT. �' �A, OP�P / PICEA PUNGEN PLANT 15' O.C. O� WIRE WITH STRAPS AS SPEC. �Q GI 3" MULCH AS SPEC. � P m -25.00 � 5 >� FLOWERING DOGWOOD CORNUS FLORID 2 1/2"-3" CALIPER PO �p90<< W 6 HIGH SAUCER O 0 ,p �' _ C FINISHED GRADE ~w Oq / Oz � �� � L 21.03' 3 SOC N N 2 \�/ ':''Q Q. � n O 11 LOWBUSH BLUEBERRY VACCINIUM ANGUS (FOLIUM GAL. CONTAINER p TOP OF BALL TO BE LEVEL - Q + G, ��'.'' O .t1 �/ � PLANT 6' O.C. SFA WITH SURROUNDING GRADEL r ��9T N TES: TOP oTOcSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAP FO � � ING �(SEE SLOPE PLANTING DETAIL) °'+ ' �' � SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATE OR APPROVED EQUAL.� I - r_ . �S�Q ��P �- PLANTING SOIL AS SPEC. V ` 1 6" MIN. COMPACTED SUBGRADE 6" MIN. / 3/ 1 I oa PROP. 5' 16 _j -Lr, 6 MIN. - 6" MIN. �v�Q� z M 41 APRON LT SITE Gam. EVERGREEN TREE �, , C' C"R w w�114 DECIDUOUS TREE Q' . NIN I PLANTING DETAILhl >x� Po P o O• �O G,� \SP�QO �OpO o �A\�R FNC of C\1 O 1.3 ' �` O q� \ G �\0��,� Fpm G\�\'P�O 0.2 $ a 5' 9 P� <q �O� S S� +�`N 5 � a G`1`�' s 2F 10' MIN. A'�' GQ LATH AND 56 \ ON 3GSIDES ;` '� �a. �F RIOT NE 0 i AID.¢ \ KEY MAP SANDBAG 0 O, 4 0 G 0 0 O t• " TC(4 •/, SCALE: 1" = 600' NY BERM I nr251 C{422 G L.P. 3b r N FLAGGIN LATH D I a O PR ( +° A0 11 �Qo c�9 \ 1 • G NOTES• A A 1 I 4C O CURB G ' O 4 `riS, O � L_gj SANDBAG - c� G'P� L.P. � 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS . C 4? PROP. �\ IS REQUIRED IN ALL LANDSCAPING. 10 MIL PLASTIC LINING 1 � oco PROP C(41• CONSTRUCTIZ9N � \©/ 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE WATER SOLUBLE NITROGEN IS NO MORE THAN 20% )--/ EXP. ENTRANCE \ OF THE TOTAL NITROGEN IN THE MIXTURE ARE 433 X +"try 9 SPgCeS PERMITTED; O ////\//\//� I 3. A MAXIMUM OF 1 LB. OF NITROGEN P M \\/ o PROP. PER 1000 SQUARE /\\\ a ` L.P. PROP. Q CUMULATIVE APPLICATION OFFEET IN ANY ONE ONOSMOREU REQUIRED, DN 21TH A LBS. /\\/\\/\��\\��\/�\/ BERM N11C6KEYPAD PER 1000 SQUARE FEET PER YEAR; 10 MIL PLASTIC LINING N 20' MIN. ® / � G' 2, $ 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING PLAN VIEW SECTION A-A 20, \ POP. - / PROP. �/ NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN P OP �", K YPAD +"!L 8 SPACES / L.P 4. << \ NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; BELOW GRADE CONCRETE WASHOUT AREA o�� PR / GP� \ \ )> / 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER I,I ��• KEYPAD x�? GA o /° 3 O, +�� IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR I, \ o MIN /J \ \/ I:ONCF S SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE L.P. o 'P fX J ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE / ` � POP. 8.0• \OGS i 1 �JASHO 4l NN O,o ' O BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE Section View Woven Wire Fence / +/ i h• 1-1 2� 00 PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, Mu 14-ICGNa,µ-6'W,h \ .T. PROP. � ,� O l ROP. W OKEYP�D� / \6 \ t�O ��? O� \� E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE Filter Fatric + P M.24'Ayh ,1 ,iz + + '^ _A(K C _ MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH V + + + . + z 36"Min Fence Post Miix Slope 3: ++++++++++ ' M _ \ �O,o A �G� .,<\ /" A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF \ �\ ANEW LAWN IS BEING ESTABLISHED OR A SOIL TEST ..,+....+ + + + + . .� / \ 100 0, `\ SA �OF 9j' '� 9C�s� / INDICATES IT IS NECESSARY. + . + + + . / 11 Flow + + + + + i \ + + + + + + !G / \ �y F F` F , 0 O +�,++ . . . . , ,�+ 6,3 3 x / \\ 7S R�0 300 S i 10" MSN. \\ y'�yc�46 Vis' 75�''- O/� • a \ ST2N� OR OFF CE o \\ x G �,9� �c LEGEND Embed Filter Fabric • Min.6"in Ground COVERED \ ORq� OOR o �P ENTRY 0 / *I's-'\\ E OVER ' N 1% \\ �� - �•y�\ EXISTING � EXISTING TREES N IH A- � / \ _ _C. �s.o� � `�s \ 20' WIDE xavated Topsoil O j Q / \\ // ' I\ 2�.°' Q OO bl �. \\ C. UTILITY * PROPOSED 3-4' BLUE SPRUCE Perspective View � To be Planted orTarped � J 6 ���all '� / .� c� \ X Woven Wire Fence IV-,-,, �IV �V O � �, -4b'525%, .j$. [Q�h r7 / \\\ /// +�`2 � \ \ � \\\ !y / ` $O EASEMENT PROPOSED SHADE TREES 2 1/2"-3" CALIPER z .0 'V V `V � C� M' a O / Ewsr / � A� `mss' `V \1' \'. Cp �� � 5 a� / EX STLIGHT � i __ � \ / �1 r Filter Fabric laced on inside, 0 � facing top soil pile. � Q �1 "� POLE � - - - \ __ \ \_•/ (© / TO BE - �O J ✓381 _ / REMOVED LIGHT _ \\ \ �, 11 L.P. / ` 4. W�,v v Groundlevel O 0 � / TO BE i o \ 100 b \ / 1 d (�I /� \ / W ..,;/" W W ��1/•y WWW W*WW W•Y O ` V �• / O OO REMOVED ( `�. � \\ OA - L.P. J 1. 9.0' J �/ 0 + \ '9� SILT FENCING AROUND STOCKPILED FILL y 16.0• � � z `� `` \ \ "0 ' ' Not to Sole 1 / m �`' /v 0 �' I 9 . . . . . . .a NI') (f) Q 60o) -;:� 0-- � \ 0 / . . . . . (/) (4 t \ 17 t4iQ• NN CV \ / Q AO O C) /u 'PO \ O' \ OO � W \ \ a /\\ Q I C,,' L.P. a / � � � �`r \ \ g. /- - -- - - - - - - -- - - - - - - - - - - -- - - - - - - -- - - -- - - - - - - - - - - -- - - - - - - / t � 20.0p \ \ �0 4 \ 9 / +� \\ 11 VDO M O \ +koe 16.\ 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 400 / -_ \ \ �'5 4,• \ \ -y0 0$ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� \ I. \ 44\ \ \ 4, COVERED / r,0 \ \ \ . .4 ENTRY a / .0, \ . \ . . . \. . . ' • , . ' . . . . . . 01 �-- o v � _ / / Co \ . \ . . . . . . . . . . . . . <. . . . . . / . . . . . // � I __ \ k / � \ . . . . / . . . . � / . . / . 4V "h / EXIST \ ^/a O�. . ^O. . . . . . . . . . a ,�r . . . . \ . . . . . . /. . \// . / + \ LIGHT �r / . ./. . •O / II POLE / I � . . \ . . . . /. P/ -/ / \ - c0 / TO BE I . '/ X .41 \/ . . . . . ` . . . . /. . . �� / \ O O ^ ,, REMOVE6 * • . & . / . . . Q'/��. • / \+ .26 / GF`' / . . . \\,. PQ' . .GF.. *, • . . ' . • / . G/� \ `- ix��� \ \ (© / AQP / o o`� / � . . 5��. . . . . . . � �' . . . . . . . � . .\ . . / . . o�.�\' -� \ _./ 1b / 5 �O \� \,� . . I . . . . . . . . .+,,'�% . . . ... . "� 47.01 L.P.Ike 63 / / +�� 5 J'\�'� �, C�c' / / 5�� .�. \ ./ / / `L P . . . . . / '� � \ MEET a o I / PG O� / Q.. `\ ! /' � � 47.43 <, 6o,. + EXIST. / 4n 00 / OCF'G�P'F'S� �1 / . . . . ' . - \ QUO . y . ty. / 36�-"� p R> \ / 5 cb / OQ O� Q P- �o � / ` . ./. - . . / 7 / \ l R `�s \ \ / +�5 '� / Q� C- O�O�(3 li:' , \'�y / *. . . . i� I . ,? . . . . . . /. i // ��Cp� �ro + \ F Fr ' �P . . . . . . . . . . *. i I" / \ J 30.p' l G�� I I c��O��l� ��\ / .*. . . . . . .*./.!. ,r / / �b / \ � / 4S•0. . . . . . . . . . . L.P.16 ®� Ci a r�/5� 0,00 \ �\�O QPG�� / exlSr. W, I . ' /. ,; / - // !Q X61 / \ .\ &') `" l•' \ p 1�`1 / ` . . . . . . . . . . . . . . / //�!f /. / V + . . .\ ,U 7 \ ��O / ; .'�/. . . . . . . /!. /' 47.13 / �. � G,o \ \ N . . . . . . / SPq CE �� \\ // . . . . . . . . �,. j/ . . . . . . / - . . /'/ �t 47.54 A \ Q o kyti \ . . . . . . I . I . . . . . . . / . . / / / (1 s, Rig . . . . . . . . . . \ 1 %� . + \ , /. /!. / / r' . . . . . . . 6 • � , * . . . . . . . . . . . . . . . . . . / Pt . R 5.. W. . . . / /. F .S. .\ `.N . . . . . . . \ // . .� \ . . / . .^. . / . . . . / i. Q O . O''. . . q,'J9 *. . . . . . . \ Q. / . . . .-- \. . . . . . . . . . . . . . . . . . . . . . !. +b1i /. / fit. . . . . 6' . . . . . \ p, 1. . * . . F� i / . �/ \ �y� \ l pops\N y.J �.� ! '. . . . . . . / I . . / / • . .. . ., -" . . . .. . . .. . . . �. FNC .�. . * \\ /� . � •� . . .�,�`��. . . . , . . . . . . . . .i/ `d o / � . .\. . . . . . \ . . . . . �. o / . . . . . . Q \ . . . . . . \ \\ r13. /. " . . . . �' 47.36 / . . . . . . \ . . . . ��RF. . .7. . . . . . . , / . , . . .. .. . . �! . . / . . . . . . . . . . . . . .� \ . . 9TF. . . :o. �. \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /lc 47.70 q �'. . . . . . . . . / \\� n R> .\. ' . . . . . . . . . . . . .\. / / . . . . . . . . . . . . /. �P / ">' \ . . . . . . . . . . . \ . . . . . . . . . . . .*. . 1% \ . . . . . . . . .j� / PeO � <% �s . . \ . . . . . . . . �• 'O.p 9�Fs 601 \. . . . . . . . . . . . . . / /' GJ / Q °` R> �. . / ./ �. �,o .O �0 • . ..�. . \ . . . . . . .(• .` - . . . . '. . . .. /•!� . � . • . � . � ' / R /. . . .o. ,� J `C . . . . . . G . . . . . . . .\. . . . . . . . . . .;\`( . . .. . . . . . . . . . . . . . . . . . . . � %� . ' . / CONSTRUCTION NOTES FOR FABRICATED SILT FENCE .\.` / /X00 . . X0,0 •�y �. V �� I Q �' V / 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO • • • ' ' ' • • • • • • • • • • • • • • • FENCE POSTS WITH WIRE TIES OR STAPLES. \ • • • • • • . . . .s/. PG' . . . . . . . . . �. / 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN . . . , , . . . . . . . ' ' ' ' . ' ' ' ' • • \. \O . /. . . . 47.57 WIRE FENCE WITH TIES SPACED E=VERY 24" AT TOP ` . . . .� Q \ .n,. I. �.'' / MID SECTION. . I. F %. \ O a�A/ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN c�`o \. . . . . /. . . . . . . . . . .�. . ZOCn . . . O . . +/�. ./. O EACH OTHER THEY SHALL BE OVERLAPPED BY R6 • • / �`� , • • . P X 47.92 SIX INCHES AND FOLDED. ('� 9� •4 \ . / , ./ . . . 6 0 / 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED R> l . . . . �o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . j!�, �. ��PO/ CP . AND MATERIAL REMOVED WHEN BULGES DEVELOP 'o • • • ' ' IN THE SILT FENCE. FA S� I .' . . . . . . . . . . . . . . . . . . . . 0<� . . . . . ,yp. S�, . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . / . . . . . / /�� ��/ *. 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, O �. // ��� ` / ��I / OR APPROVED EQUAL. >'Q . . . . . . .l . . , Q,, . . . ID ' . . . . v10 WHERE FENCING IS USED AROUND STOCKPILED FILL: ./. . . . . . . . . . . ' . . . . . .*. �. \ _- �. kQ O /P' 'N /. . . . . . . . . �. . ... . . . . . , . �� /a l / 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED . . O / 47.6 `O/ J� i ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. ?, / . .Q. . . ' I00 Q`/,`� `l5p / 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) G� '/ . . . . . ' • . . • • • . • . . . . . . . . . . . . . '* . �; . . / . OR IT IS TO BE COVERED WITH A TARP. • • • �. . POSTS: STEEL EITHER "T„ OR .,U.. 4 `R� / . .� . , .. . , .�+ / / / j / 48.02 / TYPE OR 2" HARDWOOD G' . . � . . . . y FENCE: WOVEN WIRE. 14 1/2 GA. /O FA Vie• . . .-. .+. * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. / / 6" MAX MESH OPENING O R> t . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . ' . . . . . . . . . / G / / / FILTER CLOTH: FILTER X. MIRAFI 100X. p >> . . . . . . . . . . . . I . /• �O 48.2 STABILINKA T14ON OR APPROVED EQUAL /& R>� \ tS * . . . . . . . . . . .* . . . ' . . . . . . . . . • . . . . . . . , . j./ t�e / // PREFABRICATED UNIT: GEOFAB. E:NVIROFENCE OR S Q' ' /. �'� / / / Q ��. APPROVED EQUAL. Fq 41-- �' / `C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f. / tx / / WOKEN WIRE FENCE (MIN. 14 1/2 GAUGE, R> F ` ' ' ' ' • . . ' ' ' • • • • • • +°' F,Q / 1 D MAx. 6" MESH SPACING. RS \ . �� / / ' MAx C. TO C. 2 - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . 0- . ). / / / \ / /c 47.90 -. i/ - � 36" MIN. FENCE POSTS, DRIVEN MIN. � . . . . . . _. *. *I. . / / - - ��16" INTO GROUND •\ O . . . . . . . . . . . . . . O / . . . . � . . . . . . . . �G. . . . . x 48.17 / _ . . . . . . . . . . . . . . . . ./.// // / . /ti /� / / / AGOG V` . . . . . . . �y9. . . . . . . . j/ . . A \; / /48.40 . . . . . . . . . . . . . . . . . . . . . Fo ?. . . . . . . . . . . . . . . . . . . . � , � / / ��' R .R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� ! . . . . O // / `G > A6 WELL O. . I. . . . . . . . . . . . . . . . . . . . . . . . / . . . . 60 o� o� R> �� +. CX'STFORMER.TEST.WELLS i. ��• y- i HAVE. BEEN. ABANDONED 1. . . . . . . . . . .' . . . . . . . . . . .. . . .. . . . . . . .. .... . . . !. �Q / - - r/ / '� PERSPECTIVE VIEW�� t",o Reg . . . . . . . . . . . . . . . . . . . . . . . . I �. 48.03 36" MIN. FENCE POST s WOVEN WIRE FENCE (14 1/2 GA. MIN., MAX. I. i.� cdo // `���/ 6" MESH SPACING) WITH FILTER CLOTH OVER . . . EXIST. %/' H{ / �'�/ WELL 60 / / z 76` i . . . . . . . . . ��.'_'- -•- - - _ i.o.. . / / 48.31 ��O r� -y, �`Cq¢ o NDISTURBED GROUND . . . . . . . . . . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / I ~ FLow 50.011FA I- / / / 48.54 DEC 3 1202J1r0 EMBED D FILTER CLOTH tS R6 i/ 48.10 ��' / z C� ,9 . . . . . . . . . . . . . . . . . . . . . . . . . / �F. L 5'5 to oid I OWn MIN. 6" INTO GROUND '�' --f 12 j . . I . . . . . . . . . . . . . . I . . . . . . . . . . . 1�1- //5 R> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I N / /�I / 4&L69 Planning Board OF NE01 SECTION VIEW FA O B�C� Q i' ��O / ��G° OWNER: cir, !, ,- ,u SILT FENCE DETAIL R� oG� �'R�>� G R�74 ,�o / 65 COMMERCE DRIVE, LLC ,r•, _� v:�,,,t..r z P.O. BOX 946 \�� � ,� ( c� Z '�> �F . &4'° '25 L=120.23 JQ `°� / / CUTCHOGUE, NY 11935 � �r'I�` ��� C / /c 48.42 ( � -^, \�/ CONSTRUCTION SPECIFICATIONS EXISTING to 1p ❑ 10, tx / STONE SIZE - USE 2" STONE, -OR RECLAIMED OR RECYCLED CONCRETE PAVEMENT 3 1_\1 ,<-" �� "I �> / ���I / `<(� t b V. EQUIVALENT. ,N ..;...;.:, • pR7 2� CONS ii �� ��� / 48.68 EROSION CONTROL AND PLAN TING�`��N LENGTH - NOT LESS THAN 50 fEE:T (EXCEPT ON A SINGLE RESIDENCE LOT "' ' "• 'w"' • r'�`� �, eTC 4 / WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. Mou"T�OPTIO ALj LTER CLOTH \ \ \ `R> C 4�OS CONC. CURB // � F, 48.85 NORTH FORK SELP STORAGE THICKNESS - NOT LESS THAN SIX (6) INCHES. � \, WIDTH - 24 FEET - PROFILE `� / / � \� t10 SITUATED AT FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING EXISTING // 48.34 / �G�`��. CU TCH OGU E OF ? GROUND SURFACE EWATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- o // `1'"p / �;�� 0G TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK STRUCTION ENTRANCES SHALL BE (PIPED ACROSS THE ENTRANCE. IF PIPING // 'O 48.60 I 0� S.C.T.M. 1000-096-01-001.3 IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. PREPARED BY: PREPARED FOR: MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION ' '•" :•'\\r\\r\\r\\r\\ �`'� 47.54 / G WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC EXISTING .a ..'Jv11N. / G� KENNETH H. BECKMAN L.S. MARTIN KOSMYNKA 48.78 O RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED AVEMENT N ❑ m ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. .:,,.- r/,r/,r/,r/� I. Of // ���� SURVEYING AND LAND PLANNING P.01. BOX 946 WHEN WASHING IS REQUIRED, IT-SHALL BE DONE ON AN AREA STABILIZED �' / COQ 48.91 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING _ SUITE D DEVICE. Z PLAN VIEW * z ') `� 0h PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED &_ ' �O tk C' RIDGE, N.Y. 11961 AFTER EACH RAIN. o ) 0G SCALE: 1" =20' REVISIONS: REV. 7/29/2020 DRAWN BY: KAK REV. 12/22/2020 B20-20652 CHECKED BY: KHB STABILIZED CONSTRUCTION ENTRANCE DETAILS � DATE: MARCH 2020 " ` _ / DRAWING: BB1-6564 JOB No. B20-20184 SHEET: 2 OF 2 � I - I F Wid 0 CIO 'q91 DAA till M 4'0. 0.0 DiGiovanni & 0�? 25 Associates L 0�0 .0 .0 Architects 0 0.0 .0 0. rALCLILAT10N 5U�IMARr 1�1 .0 0.0 0.0 .0 26 preston avenue 0.0 0 0.0 0.0 LABEL GALL. TYPE UNITS AVERAGE MAXIMUM MINIMUM sea cliff, ny 11579 :9 50-0 0-0 0-0 0-0 (516) 671 - 3624 PARKING LOT ILLUMINANCE F 2J fax(516) 759-7138 W .0 0.0 0.0 0. 0.0 0.0 FNC 02S. 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0. 0.0 \Q.0 1q--20 0. .0 0.0 0.0 0.0 0,0 .0 0.0 0.0 0.0 0.0 0.0 .0 0. "', .0 'ON, x; OP Z 0 .0 .0 0.0 0.0 0. 00 0.0 0.0 0.0 0.0 0, 0.0 0.0 .0 LIUMINAIRE 5r-,HE1::)JLE )0.0 0. 0.0 0.0 0. 0 .0 0 0.0 0.0 0.0 0.0 0.0 (P k\ TYPE OUAN17r LABEL ARRANGEMENT TOTAL LAMP LUMENS LUMENS WATTS LLD LDD DESCRIPTION MOUNT HEIGHT 0.0 0.0 .0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 .0 .0 0.0\ 0.0 .0 NFLED15"r 20 A SINGLE 1,51-7 15.2 .76 .76 RAB NFLED15r 5,000i< WALL IS'-O" PVE%Vl 0.0 0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0. 0. 0 0. 0.0 0.0 0. 0.0"" .0 B SINGLE 2,461 20."70 -76 .7(b RAB NFLED195"( 5,000< WALL 151-011 0.0 0.0 .0 �-012 -0.1 .111 0.5 0.. Jel .0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 .0 0. 0.0 S AJ E V RAE3 LIGHTING LED MODEL NFLED15'T' 5000< TOTAL LUMENS 57,411 (ALLOWABLE = 25,000/acre 5.72 acres x 25,000 015,015) 5-7,411 total lumens < 010,015 allowable WALL PACK LIGHTING FIXTURE; MOUNTED 12-0' 0.0 0.0 0 5/ 0.5, -0.6 0 0.15 016 00 0 0.0 0.0 0.0 OD 0.0 0. ABOVE GRADE - HOUR5 OF OPERATION 712011,20 TOWN PLANNING DEPT DUSK 71L 10:00 FM 0.. 0.. .3 P .5 I. 0. .3 0.62 .5 0.15 0.0 0.0 0.0 0.0 0.0\ 0.0 0.0 0. I,\0 RAB NFLED15r (TYPE "A" TYPICAL FOR FIXTURE >- ARE FULL GUT OFF 7rFE FIXTURES ARE IDA 1:�AR< 5<`r'' APPROVED FIXTURE RAB NFLEIDIa"r FIXTURE 0.0 20 - SEE ELEVATIONS) .0 0.0 qi 499 .5 0.3 .0 0.0 08 0.0 0\0 0. 0.0 .0 O.W. ALL FIXTURES ARE ON TIMER TO BE OFF-RATIONAL FROM F,)US< TILL 10:00 FM 00 0,0 0.0 0) 0.15- / 0 /0.0 0.0 0.0 0.0 0\0 0.0 0.0 .0 0. 0.0 1w, NOTE: 0 0.0 0� .15-,-0:3- --0-2 0.0 -cu 0.1 -0A\ 0� 0.0 0�0 NFLE[�)15'�r WALL PACK t,�OUN'rEL-) 12'-0'' A.F.F. HAS A COVERED 0.0 E N DR)( .1 A/ 10.bl 011e, -a5, 0. 0.1�\ 0.0 MAX. 5.86 fr- @ THE FIXTURE b ).15 --63 0 0.0 0.0 �.11 I x C) ' 1 /2.� 1.5 �bl .0 C) T V 11�' �0.111 0.0 ��o 0. .1 \03 JL 0� b el 91\\)0.0 \C \0. 0.0 56 0 (0 L yo 0 .15 O. X0.302\":\ 0 0. .0 - DUILVIN6 A PROPOSED 2 STORY ----------- Surface Mount 0.0 0.0 .1 0. 1.0- 0\61 0.,3\ i/ 'r - 14 05' '1\0 Confi uration Q1 MINI STORAGE BUILDING �-o L 9 15,515 S.F. Ist FLOOR �.2 la,b'75 S.F. 2nd FLOOR Wc� \�4 .0 0.0 0.0 0 1 la 1 1 / ( ot 0.0 ki 57,450 S.F.TOTAL V F.F.EL +4:2.b 3.5 A 09 y. .0 .5 0'\,/, a//V.15 0.0 4.0 0.4 0 A //0 411) 1 1 1 ) .............. - ----- L.P. V 0.0 /0.1 0.4 --f5 6.4 00 1.9 4 (0 .2 /1-a/ '2-.0 0.1, 0 0--/ ?.Ill 0. 0.0 0.0 i.q .4 00 COVERED 4, q V8141 935,641 ENTRY 0.0 .0 .15 i:yQ- 0� A.3 0.3 0.4- 3. 0.0 0. .4 .0 y� / // / \\ / � p 46.91 0.0 0. 1�' --03 0 0.0 OD 0.0 Y 0.0 .3 p-/ I OD 'ot 0.0 0.0 0. 0.0 0. L10HT DETAIL 61 03 1 -\ 0,.Z\ 0 �0.0 NTS 0.6D .15 O� 0.4 q 3.0 0 .0 OD 0.0 0.0 0.0 0.0 O. O. 0.0 6!.0 O. 0.4,_ /'�.O 0 /03 cr' 1.5'\ ILVINQ E3 0 15 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 /I PROPOSED 2 STORY 0 -,, -I- 1 � O �Q 47.01 0.18-'1 1 04 &\ I?" MINI STORAGE BUILDING 2. 1\ \ C. .1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \0.0 .0 L.P. 0.3 26,1100 S.F. 15t FLOOR 4. x 47.43 \ \ 2(bclOO S.F. 2nd FLOOR wo�' 1.4 10 0 53,500 S.F.TOTAL -2b .7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �9 0.0 0.0 00 0.0 0.0 b I F.F. EL. +42.6 0� L(5- /� 0 .1 1 0.p .1 0.0 0. 0.0 0.0 0.0 0�0 0.0 . 0.0 0.0 0.0 0.0 0.0 /14 4,0 L .5 0.1 I I 0\ -rot 3 2 0.0 0.0 0.0 0.0 ..DO 0.0 0.0 0.0 0.0 "0.0. 0.0 0.0 .0 b L.P. k"9- -3 47.13 0.0 0. 0.91 0.1-5 1.5 1.:, • .2. 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 OD 0.0 0.0 .0 47.54 .0 0.0 N 0.0\ 0�' M 1.5 J0-/ 0\-1 -2. 1 .4 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 \ S� \ \ 0.0 1. 0.4 .15 0.0 0.0 .0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0. 0.0 0.0 0.0 0\0 -O.t2 0.14 0.�' 0.0 0. 1 0.0 0.0 0.0 0.0 0.0 \0.0 0.0 0.0 \0. 0.. .5 .2 OD 0,0, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OD X\ 0. 0.0 OD 0.0 0.0 0.0 0.0 0.5�/ 0 0 -,2- 2 0 0.2 .0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 47.36 12/14/20 PER TOWN COMMENTS 0.0 0.0 0.0 0.0 0 0.0 0.1 1.0 .5 4 q 4.� 0.5 0. 0.0 0.0 O. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -Ss� /47.70 FA RE V I SIGNS .0 0.0 0.0 0'1 0.6 3.9 3.0 I. O. 0.. 0.0 0.0 0.0 0.0 0.0 0,0 0,0 00 0,0 0 .5 0.0 .0 OD 0.0 0.0 0.0 0.0 0.0 - "9 'ss0. 0.0 0.0 0. .0 b.0 0.0 OD \0. I. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE .0 2 .6 0 0.0 0.0 0.0 0.0 0.0 C.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PROPERTY OF THE ARCHITECT.INFRINGEMENTS KLL BE a 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 .4 \'4.0 0.5 0 0.0 0.0 o.0'. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O. PROSECUTED. 4. q 0S. 47.57 CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND 0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 vu 21 5.q 01014.0 2. 0. DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT �2 0 0.0 0.0 .0.0 0.0 0.0 06) 0.0 0.0 0.0 0.0 0.0 0,0 0.0 x 47.92 AND QUANTITY OF PM.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.0 OD 0.0 .15 0. 2.9 .0 0. Ill 0.0 0.0 0.0 -0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 NEGLECT ON H15 PART. RAD LIGHTING LED MODEL A 0 0.0 0,0 0.0 ��9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 "'O'l 0.2 .3 0-1 0 0.. .1 0.0 0.0 '�0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 NFLEDIa( 5000< WALL FAr,< LIGHTING FIXTURE; MOUNTED 15'-0'' 0. 0.0 0.0 07 0.0'!� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.� 0 0.1 .15 .1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 47.68 J�� AE30\/E GRADE '7/ HOURS OF OPERATION North Fork ft0 0.0 0.0 0.0 0.0 0.0 L7)U5< 71L 10:00 FM 76, '3) 0.0 0.0 0.0 1.0.0 0.0 0.0 0.0 )q.0 0.0/ 0.0 0. 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.02 / (TYPE "B" TrF'lrAL FOR 0.0 .0 0.0 0.0 t�� 0.0 0.0 0.0 0.0 0.6. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 11 - SEE ELEVATIONS) Self Storage C" .1 111.2 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Fq s2 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O. Fps .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 OD 0.0 OD 0 65 Commerce Drive I /4791 NOTE: 0.0 0. 0.0 0.0 0.0 0.0 0.0 O. .0 0.0 0.0 0.0 0.0 0.0 . 0.0* 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 48.17 NFLED0r WALL FAr,< Cutchogue, NY 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.40 MOUNTED 15'-0'' A.F.F. HAS A MAX. 4.,�cl fc, @ THE FIXTURE Fq 0.0 .0 0.0 0. 0.0 0.0 0.0 0.0 0.0 . 0.6. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 SITE L16HTINO PLAN 0.0 0.0 0.0 0.0 0.0 0.0 OD 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OD .0 q z,9AND DETAILS 48.03 :0- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 /48.31 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OD 0.0 0.0 0.0 0.0 7roo/ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 O. 48,10 //4&54 SITE LIOHTINO PLAN 0 0 DATE 4U9 E C p 0.. 0. 5:2' GU 00 00 R= -72f 0.0 0.0 120 0 JAN - 8 2021 A5 NOTED- 70 0.0 0.0 .0 L -:c;6-Er ci-0T cj,^!n 48,42 e�7 Plann�llg Board VRA46W BY 48.68 jb rOHECKEP BY 8.68 L L .DAE 0 E3 DiGiovanni METAL ROOFING (TYP) Associates 41q2 Architects 4'-0" X 4'-O" WINDOW WEATHER VANE (TYP) sN sNIN METAL FRAME h � A5 SELECTED 19. (TYP. ALL SIDES) - 5" O.H. O.H. METAL STANDING SEAM s N 26 preston avenue ® ROOFING(TYP) sea cliff, ny 11579 � [E-111 (516) 671 - 3624 fax(516) 759-7138 123 1-2 3 � TO PLATE ILL TO PLATE I �� EL. +20'-0" EL. +20'-0" N ifsO m TO 2nd FLOOR T 2nd FLOOR 2 L00 0 n EL. +10'-5" EL. +10'-5" 0 TO Ist FLR SLAB TO Ist FLR 5LAB DATUM EL. +0'-0' D L. +O-O ISSUED METAL SIDING (TYP.) METAL LEADERS 8 WALL PACK LIGHT 112q/20 TOWN PLANNING DEPT GUTTERS 40'-0" O.G. FIXTURE (TYP) (TYP) NEST ELEVATION A-5 BUILDING - A 5/52" = 1'-0" METAL ROOFING (TYP) N 5 N s N s WEATHER VANE (TYP) �L2 d? 4'-0" X 4'-0" WINDOW AS SELECTED IN METAL FRAME 5" 5"= (TYP. ALL SIDES) N s METAL STANDING SEAM O.H. O.H E3 ROOFING (TYP) [E] [E-11 [E 12 3 L2 —�3 TO PLATE TTTTV 1-9 111M1HH11 I I TO PLATE EL. +20'-0" EL. +20'-0" h O - a- m d) � TO 2nd FLOOR TO 2nd FLOOR r EL. +10'-5" EL. +10'-5" L 0 TO Ist FLR SLAB TO 15t FLR SLAB DATUM EL. +0'-O" — DATUM EL. +0'-0" METAL WALL PACK LIGHT METAL LEADERS d 510ING (TYP.) FIXTURE (TYP) GUTTER5 40'-0" O.G. (TYP) 2 EAST ELEVATION WALL FAGK LIGHT LEGEND A-5 0 RAB LIGHTING LED MODEL WPLEDISY 5000K WALL PACK LIGHTING FIXTURE; MOUNTED 12'-0" ABOVE GRADE HOURS OF OPERATION 5/I2/20 UPDATE ROOF5 DUSK TIL 10:00 PM (TYPE "A" - TYPICAL FOR Iq) R E V 1 5 1 0 N 5 B 0 RAB LIGHTING LED MODEL WPLED26Y 5000K WALL PACK THESE PLANS ARE AN IN5TRUMENT OF 5ERVICE AND ARE THE LIGHTING FIXTURE; MOUNTED 12'-0" PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE ABOVE GRADE PROSECUTED. HOURS OF OPERATION CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND N 5 5 N DUSK TIL 10:00 PM DIMEN510N5 AND SHALL BE RESPONSIBLE FOR FIELD FIT L2 (TYPE "B" - TYPICAL FOR 13) AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE s x ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART. METAL STANDING SEAM s NED METAL STANDING SEAM ROOFING (TYP) METAL E0 ROOFING (TYP) SIDING(TYP) North Fork LJ 31.2 Self Storage 3 I� —�3 3 � 3 —�3 EL77TTT�TTI I I I I I . . . . . . . . . . . I . . . . . . . . 11 1 1 11 1 1 11 1 TO PLATE TO PLATE 65 Commerce Drive _ .fl _ v ry N �r m - - m - Cutcho u - � e NY m , g TO 2nd FLOOR ry TO 2nd FLOOR ELEVATIONS TO Ist FLR SLAB TO Ist FLR SLAB QUI L®IN6 A DATUM EL. +0'-0" DATUM EL. +0'-0" WALL PACK LIGHT WALL PACK LIGHT METAL---jFIXTURE (TYP) FIXTURE (TYP.) 4/10/20 SIDING (TYP.) D A T E `SIV E D 0 5 NORTH ELEVATION 4 SOUTH ELEVATION A5 NOTED AUG 14 2020 � A'-5 BUILDING - A 3/32" = I'-O" A-5 BUILDING - A 5/52" = I'-O" L__ j 5 G A L E OF 1 Southol__d Tow_n DrtAwN Be Jb Planning Board CHECKED BY DD DAA DiGiovanni & Associates N �Sxll � METAL ROOFING (TYP.) Architects 5 N METAL 5TANDIN5 SEAM WEATHER VANE (TYP) e s " 4-0 X 4 0 WINDOW 26 reston avenue ROOFING (TYP) A5 SELECTED 12p p IN METAL FRAME L2p l2p (TYP. ALL 51DE5) METAL STANDING SEAM sea Cliff, ny 11579 O.H. O.H- ROOFING(TYP) fax(6 6) 7596 138 3 ��3 q-.2e REDq �� Rc 24 77TT� III , IMH --,-L- HMMHN1hHH1] � HM . . . . . . . 1111H1111 . . . MTT-�� TO PLATE 9 na o EL. +20'-0" A z_ ry v O m O cn 18169 1 9 6 P F O TO 2nd FLOOR Or NE �JJ EL. +10'-8" 'i 0 1 5 5 U E D TO Ist FLR 5LAB DATUM EL. +0'-0" W2 /20 TOWN PLANNING DEPT METAL 5I0ING (TYP) METAL LEADERS d WALL PACK LIGHT GUTTER5 40'-0" O.G. FIXTURE (TYP.) METAL ROLL UP (TYP) DOORS (TYP) NE5T ELEVATION A-6 BUILDING - B 3/32" METAL ROOFING (TYP) e " 12p N 5 " s N s 12 WEATHER VANE (TYP.) METAL STANDING SEAM 12 l2 4'-0" X 4-D WINDOW Q 12 AS SELEGTED METAL STANDING SEAM �1 Q12 IN METAL FRAME ROOFING (TYP.) (TYP. ALL 50E5) g" " ROOFING (TYP.) . O.H. O.H. 3�_ �3 TO PLATE _ EL. +20'-0" O 0 �r to 0 I N to i I m I TO 2nd FLOOR I EL. +10'-8" El El El TO Ist FLR 5LAB DATUM EL. +0'-0" WALL PACK LIGHT METAL METAL ROLL UP-1FIXTURE (TYP) METAL LEADERS d 5IDING (TYP) GUTTERS 40'-0" O.G. DOORS(TYP) (TYP) WALL FAGK LIGHT LEGEND 2 EAST ELEVATIO o RAB LIGHTING LED MODEL WPLEDISY 3000K WALL PACK A-b BUILDING - B 3/32 = 1'-O" LIGHTING FIXTURE; MOUNTED 12'-0" ABOVE GRADE HOURS OF OPERATION DUSK TIL 10:00 PM (TYPE "A" - TYPICAL FOR 19) B 8/12/20 UPDATE R001`5 0 RAB LIGHTING LED MODEL R E V 1 5 1 0 N 5 WPLE0.26Y 3000K WALL PACK LIGHTING FIXTURE; MOUNTED 12'-0" ABOVE GRADE THE5E PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE HOURS OF OPERATION PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE J1L;:21 DU5K TIL 10:00 PM PRO5EGUTED2 (TYPE "B" - TYPICAL FOR 13) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND METAL 5TANDING SEA � DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT -- EDQ12 METAL 5TANDING SEAM AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE 5IDING ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR ROOFING (TYP) ROOFING(TYP) NEGLECT ON H15 PART. 1212 1.2 l2 12 North Fork -Lj-Lj I I I I I A- I i-Li-LL I I I I I �3 Self Storage 1111111i -LL TO PLATE EL. +20'-0" TO PLATE o EL. +20'-0" o - = _ u, v m N 65 Commerce Drive O m B ES m TO2nd FLOOR eNY + TO 2FLOOR F 0 R Cutchogu EL. +10'-b" EL. +10'-5" o - 0 ELEVATI N OS TO 151; FLR 5LAB DATUM EL. +0'-0" TO Ist FLR SLAB To EL. +0'-0" 5U I L D I N G s METAL----/ WALL PACK LIGHT WALL PACK LIGHT 5I0ING (TYP.) FIXTURE TYP. FIXTURE (TYP) 4/10/20 RECEIVED DATE 3 NORTH ELEVATION SOUTH ELEVATION � AUG 14 2020 A5 NOTED 4 A-6 BUILDING - B 3/32" = I'-O" 5CALE A-6 BUILDING - B 3/32" = I'-O" old Town PRAM BYE OF 7 �b Planning Board CHECKED BY DD i I � �I T.H. FI . GRADE EL 42.0 TRAFFIC BEARING „ p N F.F. EL 42.6 TRAFFIC BEARING TRAFFIC BEARING C.I. COVER 14 6 REINFORCED C.I. COVER C.I. COVER EXPANSION JOINTS N o ` r"I_- CONCRETE APRON / t * 0, EL. 42.5 � � FINISHED GRADE f �77 \ 1 1/2„ W/ 6"x6" 6/6 N WM �19 O \� �,\ - 0 r\\ r\\ \ r\\ r\\ r\ r \\ r\\ r\\ r\ 1' MIN. - 2' MAX. Lf 1 .'.. 3 N Mill 1 4" 1. op 24" 24" • '° . '•-'; '� ' •• ,'�•. '?� � 4" EL 37.49 C14 MIN. .• :• ;... ° .•.. ' '. ' ' `'� / � 15<e� 39.07 EL• 1' TRAFFIC BEARING �. U St/ � 38.77 4" LIQUID LEVEL Lp N " n T 12 PAVED 0 1z• 0PP ��Pc� 3s:27 ❑ 0 ❑ 4"01/8 PER FT. R-11 _P,A 2-s 4'-0" DRIVEWAY P m �� G =25.00' 37.19 . I J o 9y� m � n ' 0 = ❑ ;n SLOPE1818�� 1 w o0 O` 1 0� � -�1 L 2�•03 O 1/4 !PER FT. I g O 0, DROP TEE SECTION A-A / ��' .•..Q �- �� EL 31.19 o F �/F Q • + v.'' Q 3' MINIMUM TO HIGHESTL _ - - - -1 p ` F %ll O BACKFILL WITH CLEAN SAND & GAVEL EXPECTED GROUNDWATERq I ♦ CF Acjo ST � � 8• DIA r 0 �, SEPTIC DETAIL ti I WIDTH OF PAVEMENT F ' �Q = Fx PROP. 5 � SEPTIC TANK DETAIL Cr t" - c / �° O ASPHALT / SITE . - 1 N EXPANSION JOINT 3• �`" \ -� c Tc R° w T wq APRON (1200 GALLON TANK) F_: Q X911� 6, l/N Of I [ ) CONTRACTION • O k' ���'` \, ` TRAFFIC BEARING R I Ropo � JOINT SYST. No. 5 �G //_ i �' 0� \ \ FINISHED GRADE p� O �P\� \ - SYST. No. 1 4' TOP EL. 40.7 ��F, �Q o = o \_EXPANSION TOP EL.(40.4) C) o P o �i � 1,3 ( ) l Q ('.,P \ P in REINFORCED PRECAST � �A � tJOINT FNC +�� t a�OS• , �� k� o MINIMUM SLOPE D CHREIN REINFORCED MNEY (AS REQUIRED) O<_ �o�Cj��� 0.25 • GQ P 1/8 PER FOOT x r TRAFFIC SLAB F 4 14i f EXPANSION MIN. WIDTH 24 EXPANSION ��8k + o�\� `�Q ' m y \� INLET NOTE: _ _ f JOINT JOINT Ao56 - I o �y� A \ X �/ - PIPE TO BE MINIMUM \/ KEY MAP MIN. WIDTH 30' X E L1NF ,o� F,p 9 \ a -\/ ®2400 CLASS PIPE = \� J O o. A 3FNC m `�F� k .o 0 ;n o ®®m. w SCALE: 1" = 600' 0, � N cn / ®®®Ir 300 SQ. FT. o \ V) PLAN '.� ` c� �u C 42 °F L.P. j 3' MIN. r ®®®®� MINIMUM w CONCRETE APRON DETAIL k2. �� r4??� \• ��� (,�1 w COLLAR ®®®®®� ° Ljj -/ ®®®®®®� L Il 15'-0" (FIRE GATES) 0 o RB s' ®®®®®®®®� � S`YST. No. 2 TC(4 o ct, / 16'-0" (ENTRY GATES) TOP EL.(41.5) C 4 L.P. ~ k� 6' MIN. PENETRATION DOUBLE SWING GATE o 1( / o PROP 041.21 \ \®/ 3' MINIMUM TO HIGHEST 8'-0' DIA. (TYP.) INTO A VIRGIN STRATA 35 X • � a1ti o 9 SPA EXP. �� \ EXPECTED�GROUNWATER OF SAND\ND GRAVEL / • CES C1 rc 2 D.W. EL. p P. / PROP. .ds SANITARY LEACHING POOL \ N �� � TC KEYPAD � GQ' ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL X IN 42.3) 20' MIN. • / X41. / PROP. H.C. W 4. p� ' `1 WITH A 3' MINIMUM COLLAR k3.2k � 1 • RAMP z / \ • \ /PROP. \ POP. �$!. + I RAI 20 \ KYPAD +a�ti 9 SpA C,eS / L P o Gp'� �P�OP \ v� a o YST. No. 1 / k�° K�AD '` R GA/��� D 41 N' TOP L. ) . ./ • I0 ��. - Q��J�� / \ kP �` 0 L.P. o FC\24 g `�Cr ?? j*�\O �/ \ O -,•\ x ,u / .T. PROP. 6 4, \ ; p / 4 PROP• OKEYPAD- \ �O. O � ��9 co d \ wA�K _ ` _ _ �SYST. No. 12 \\ \-70 ��L� ,<\�j9'��t\ h �/ / \ 100,0' - D 41 ^ TOP EL.(41.5) • sA \ '9, . s� GATE STOP "` Rj l \ C 4?4) N 0 �y <f sit" , � , �'A �O 11 I DCF lN/ � \ PROP ,0, .� \ ; s� � �- /" X � -� \ 15 r F • 300 MSN. ti \ y�'k e I A/' °� a BOOR s.F R/D D.W. EL. \ x y� \ 2NQ F OFF�C p S \CINF (41.8) \ G.e�, �yF� COVERED 1` 4 a� STORAcc 0�R E �N' �A \ i �y�\ ul CHAIN LINK FENCE GATE ENTRY + ER 4 \ \ ti EXISTING i / \ L15 , D. ELS `q \ 20' WIDE N ati Pr / \ _ �`0 �, , •1 \ HEALTH DEPT. APPROVAL STAMP �' / \ \ 24.0. t ) tk� \ \ X o• UTILITY oo EASEMENT APPROPRIATE R O �Q k586 '? / \\\ /// +aryl \ • Q ��� \\ / '' p CASTING 4" CONCRETE COVER O tji O to k3� / EXIST \\ // \ \ -_ ® \ ( X 8 FINAL GRADE WHERE APPLICABLE ( �O �A5 SYST. Nb. 3 POLE -_ , ` , \ Z r,, \--/ CONCRETE BRICK WITH O ©� TOP ELl(41.9 TO BE EXIST � TOP EL� 1.$) \ v�(` t\ J L.P. r_mll! / O J ✓ 8'� / K REMOVED LIGHT Q G\ ` MORTAR & 1/2 P.C. MORTAR O /� q� POLE \a \ ,pyo \ ( 1 #5 BARS 0 6" EACH WAY O co • TO BE O \ pp \ / • I I . ' . ' O N S O lij9 / o op REMOVED ati6 0 . 1h +a-� DaW. E 9�.o L.P. 6" PVC ROOF DRAIN � 0 O 0 � 0 D.W. EL. \ (41.0 y SEE PLAN & STRUCTURE & �6.0• 4 >' Z ) \ • • - ' 12" ADS SCHEDULE FOR MORE INFO. IT � O O �Z�Q (42.0) \ R \ 10 • �� • , . . ov I o • / R Nmm��J co � • \� NN' 9�'� w L I :. ,.'I O � � C�� Q > \ ,� 6 >Q 1 r_ STORM % . . v Z ®�, I7-,.,. 3'-0" WIDE SAND & GRAVEL � D.WJ EL. 0 Q� :Q J \\ �, \ Q k�3 I ®r DRAIN p \ ( X w Q I:U-Of ;• ®®I'- RING � 1COLLAR ALL AROUND x o 421.1 , / ww I ®®I=f=L I . \ / o v� � �'� \ SYST\ No. 1 •. I ®®I�®®L 4.. . I r 0 ? 4 �� ®Mid®®o I \ u t<' o .. I ®®I�®®®®h . . . . . . . . . . . . . . . . . . I . . . . . . . . . L.P. � / \ Ci 40 20 , G \ TOP E\(41.8) �° I /' )5 / \ ^'O I\ h 0 V6 \ 16 \ \ . . . . . . . . . . . . . . . . . . . . ®®I�®®®®®t k N ,- / a6 � ko /\ r7 cv �-- ao• / • Q z RlD a a \ '6. \ p \ GROUNDWATER N . SEE:DRAINAGE'CALCS: .) \ �!9 � E N � 05 �CF n� . �' 4+ +R2 \\ \ � a + . \ aa. D.W. EL. , \ . � � �� r / '44\ \ • (42.15) \ �y \\ \y� . . . DRYWELL < ENTRY Q �. \\ QL�� y,�Ln.0 \ Q` . . \. . . . . , . . ' .. D.W L. . ,y. / - SYST. No. 1 \ �ti . . . . . . . . . . . • / o �`� U, TOP EL.(41. \ F ( t0) • . .%./ . / \ SYST. No. 10 ��1 / k3. \ TOP EL.(42.1) Q`JK . . .\ . . . . . . . . . . . . . / \). . . . . . / . . . . . / SYST. No/ 4 . 00 40 \ k / ./ -/ / \ 4i TOP EL. 1,41.9 R \ � � I \\ o . . �. � . j/ .• . �. // /moo / \ o. . .� . /. \./ . // (V J' ) • / LIGHT / . . . . . . . . . . . . . . . . . . . /. \ c' <,, o D.W. EL. I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �P/ / / + ��o� .o ® (42.1) TOBE / I R • +F�r . \. . /� . P�j��L / / . \ \ C� o _ REMOVE`7 ( ./. � ,�.. / • / 35 / +ati� D.W. EL. . . . . . . . . . . . �. . . . . . . / . .�/.�j / \ ? 0 �� // / (41.9) • • • . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . , . i . . .I (:)XJ'• \ °`' -\ + k' 2 • / R QPG / ,A C� O� / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a, /. .. . .y\ 47.01 (© \ L.P. °6� D.W. EL. f/ // +ay5 C;, �� F�, / . I ' . \+/ i\ 1-1 / MEET (42h) o y'� / p rt, Qi �P�'`o`�P etiy/i' // . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j � . / � /// 36� 'I, 7.43 FA ��o + \ EXIST. / 40 �G� I- O9 // QO1-)QCjc�\y_\,I.? �-l1 Pio j, j. . ' /i /iQ�;p�\ >z 0 \ N, / a5� �`� / Q-O�/\ O�OSP, P Iry `Q, . . . / / \ �� \ � / + SYST. No. 1 Q as ti/ Q\�� �,� �.+a� Pr\\ / Gyp i! . /. / '�>•9 S k3�6 a 300 // �N TOP EL.(41.9) + 1 4 ��• �F- .F' �\�' / . �tih . . . . . . . . . . . . . : . .: . .. . . . . . •: . , .: . . . . : . . . . . . . . ; . . . . . : . : . ' . . . . : . . . ' : /�. : / . / \ \ J 2 PGS • R \ W. X00 F P�� / . . . . . . . . . . . . . . . . . . . . . . . . . . /�. . // M \ \ \ \ �� R1UC'k-� % 4S.0, � \\ Off' `'� O PGo� / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Ex/sT. wo . /./. // Q D, / L.P.N(Q� U �I /off �O \ �Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /.. . . . . . // F. 47.13 \ .\ k3• _/ ;e 1: \ gyp• \� / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .a,�/. . . . . . . /. . / / / . .\ v Ao ' �' \ ti SYST. No. � . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . ./. . . . . . . ./ . . .// ,147.54 + N / SPACE \ TOP EL.(4'1.9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . ./. . . . . . / . . / 0 R> ��� .\ �i fin. \ 176 Q �� i. ./r . . . . . . ./. . / / � s.5r "DIP a2. FA 7 . . . . . . . . 0.,. . . . . . kk 39 .p. . . . . . . . . . . SYST. No. 6 \ •}T• 9 / . . . . . . . . . . .-. . • . . . . . . . . . . . . . . . . . . . . . . . . . . 1_; � � . . + . ././ / EL. 41.0 1z> .\ \. . \. a`' . . . . . . P EL.(41.9) \ 1 J' D.W. EL. °� o�>N�`'. . 6i \ ey1 / ,�00. \ \ `. - . .- -._ . �. . . . . . // / / TOPSOIL 1n �/�\. \. \ a51 ti /OC (42.1) //. . . . . . . �.. . . . . . . . . . . . . . . . . . L .i . . . .. . . . . . . ./ ��0 HEAVY 10 � FN // F / LOAM OH . . . . . . . . . .<. . \ . . , \ C . . . . . . . . . . . . . . . . . . . . Q �l �!i ✓. / Q LOAM(OH) \. . . . . . . . . . . � . .\. . .\ '� . . . . . . . . . . . . . . . . . . . . . . \\ \NF O / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . / , 47.36 / . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . �F. �Y \ 1b // // / LEGEND .\. . . . . F. . . . . . . . . . . . . . . . . . . . . I � � �ti• /y, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \.\, . . .C'q R po. 1r rr�0 � Gk. L k�1? i. . . . . . .j . . . \� /c 47.70 . , S . . . . . Q SAND & �A>r \.\ /+a6. 's. \. . . . . . . . . . . . . . . . . . . . . . . . // // o� 1� GRAVEL o r- PROPOSED LANDSCAPING �,� \ \ . / sA , . \ " j JQ� / %K (SP) - W' PROPOSED WALL LIGHTS x> \. /. .o �O cp cc \. /. / G FAel �s \ . . . . . . /. . yo Fs °0- D.w. EL. \ . . . . . /. �,, . . . . . . . . . . . . . . . . . : . : . . . . . . . . . . .. . . . .i . .� . . . % / -vv PROPOSED SIGNS A> . . . . . . . . . . . . . . . \ . . . V. . . /. . . . . . . . . . . . . . .oy (41.9) GJ� . . . . . . . . . . .\ . . . . . .. . . . . . . . . . . . . . . . . . /. / • PROPOSED CONC. FILLED BOLLARD ��' \.� / / •ob yi • �• \ �}V / ' *14 T PROP. TRANSFORMER PAD \' x,91. a5o O Q' \ .// j/ `ve / NO GROUNDWATER ENCOUNTERED ./ . . . + �Q' �. , . . . `�) . . . . . . . . . ./. .y 47.57 D PROP. DUMPSTER . . . . . . . . . / • Q . . . . . . . . . . . . . . . \\ . . . . . . . . . . . . . . . . . . . . .a. . . . . ,i.� / TEST HOLE J0 . . . . . \. . . . . . . i. \ 0 F F . ® + aa/ / X 47.92 NOTE: h QP / • . TEST HOLE AS SHOWN ON MAP OF . /. . . . . . . . . . . . . . . . . . . . !f - . SYST. No. 7 � Ilk SYST. No. 8 . , . . . . . . . . . . . . . . . . . . . . . . . . . . / �� qJ �/ 1 1/ NORTH FORK INDUSTRIAL PARK AS NOTES. X� / �� Q TOP EL. 42.1 \ j / . (), 1 FILED 1/27/2005 FILE 11215 TOP EL.(41.9) ( ) / �• Q �/ APPROVED BY S.C.D.H.S. 12/30/2004 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON . . . . . . . . /. . . . . . . . . . . . . . . . . . . �. . .\ . . . . . . . . . . . . . . . . . 1 ` MAP OF NORTH FORK INDUSTRIAL PARK. '�> . . . . . . pp. �P/��s \ . % . . . . . I �i ' FA 'sem . . . . . . . . . ./ . . . . . . . . . . . . . . . 0. . . . . . . . . . . . . . . . °' x,'61. . . . .\ . . . . . . . . . . . /. . . . . . , �. / °$ / �' 2. THERE SHALL BE NO ACCESS TO DEPOT X> . . . . . . . . ./. . . . . .�� . . . . . . . . . . . . . . . Gy �� \ . /. oh ` �/'- gyp" / LANE � /. OO� �F �� .\ j! . . . . . �K V � O / 3. STORAGE BUILDINGS DO NOT CONTAIN . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o . . . . . . . . . . - i �Q / P� 1\^ POTABLE WATER OR SANITARY FACILITIES. • ' ' ' • / • • • • ' LL ' ' ' ' ' • ' • • ' ' • ' • ' • ' • ' ' ' ' • ' • ' • ' ' ' ' • ' • • �'� ' ' • • ' ' ' ' I . • . . . . �� v 47.6 \Oj Jho ` / SANITARY CALCULATIONS . . . . . . . . . . . . . . . J . . . . . . . . . . . . . . SU . . . . . . . . . . �� `�5° / DESIGN FLOW 4. SOLAR PANELS TO BE INSTALLED AS j . Q . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . y�o. . ' . . . . . . . . . . . . . . . . . . . . . . . iS�` i/ / AREA OF SITE = 3.7386 ACRES PART OF PHASE 3 �G / �: • i 0 o 00 . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . a ARTICLE 6 ZONE DESIGNATION = IV 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. 11% /. • • • , , . , • , • ��? • • • . . • , • • • . • �+ . : . . . . . . . . . . . . . . . . . • . . . , . , , . . . . . . . . / // 48.02 / ALLOWABLE FLOW PER ACRE = 600 G.P.D. �� +." A J / / ` DENSITY - 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE Fq 5� . . .T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / - / // / DESIGN FLOW OO s ( �. /. �°rO // /48.2 NON MEDICAL OFFICE SPACE = 300 S.F. x 0.06 G/S.F. = 18 G.P.D. Q / / ��� SEPTIC TANK �� 5r�� \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . /. . c� / / 1x ' REQ. CAP. = 18 G.P.D. x 2 DAY FLOW = 36 G.P.D. DRAINAGECALCULATIONS F,o °/01- s� Y., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .aaa . Q 1x1 / / // Q PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. SYSTEM No. 1 �> F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �p . . . . . . . . . , . . . . .+. . . ./ . . / / / / LEACHING POOL RS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REQ. SIDE WALL = 18 G.P.D. _ 1.5 G.P.D./S.F. = 12 S.F. PSVT. AREA = 1200 S.F. x 10CU x 2/12 . AP. CU. FT. O )' / / EFFECTIVE DEPTH REQUIRED 12 S.F. - 25 S.F./V.F. = 0.48 V.F. USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. - - _' • ' • ' • ' ' ' ' ' ' ' ' ' ' . ' ' ' ' • . • • • • ' • ' ' ' ' ' . . . ' . ' ' ' • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • / 1c 490 - � - ! i USE 2-8' DIA. 6 V.F. EFFECTIVE DEPTH SYSTEM No. 2 . . . � ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / PAVT. AREA = 2625 S.F. x 100% x 2/12 = 437 CU. FT. ' ' ' ' ' ' ' ' ' • �' ' • ' ' ' ' ' ' ',�O°I • ' • ' ' ' ' • ' • ' ' ' • • • ' ' • • ' ' ' • • ' • • • • • • • ' ' ' • • ' ' ' • • • • • • • • • • •1.11;.� / / /. .17 / ( I HEREBY CERTIFY THAT THE WATER SUPPLY(S) USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' • • • • • • • • • • • • ' • • • • ' ' • • • • ' • • • • ' ' ' :..r'�' ' / / / G ���L AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS SYSTEM No.'s 3 & 4 _ • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •/ % / / f 0G PROJECT WERE DESIGNED BY ME OR UNDER MY PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. J 9 / • • �;� / /^ 48.40 DIRECTION. BASED UPON A CAREFUL AND /� // THOROUGH STUDY OF THE SOIL, SITE AND ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. A +a�. j/. \� o GROUNDWATER CONDITIONS, ALL LOTS, AS TOTAL REQ. CAP. = 1202 CU. FT. , i USE 2-10' DIA. 9 V.FT. = 123.2 CU. FT. ACT. CAP. . . \ • ' ' ' • • . • ' • • • • ' ' ' • • • • • ' • ' • ' '� ' . �� / / �rb� PROPOSED CONFC»RM TO THE SUFFOLK COUNTY F ' ' ' ' • • .l / DEPARTMENT OF HEALTH SERVICES CONSTRUCTION SYSTEM No. 5 A,r ' • 'a • • • • • • • • • • • • • • • ' • • • • • • ' ' ' • ' • ' • ' ' • • ' ' ' ' ' ' • • ' • • ' • • • • ' • ' • • • 'i ' • • ° �° // �G STANDARDS IN EFFECT AS OF THIS DATE. PAVT. AREA = 3000 S.F. x 100% x 2 12 = 500 CU. FT. � > ab exist 1 i . / - r i / / '1� +. . . . . . . •wELL•0 . . . FORMER.TEST.WELLS i . . . . . �� / USE 1-8 DIA. 12 V.FT. = 507' CU. FT. ACT. CAP. > HAVE. BEEN. ABANDONED I. !. / F`,0 �� . . . . . . . . . . . . . . . . . . . . . . . . .1 . . , . . . . . ��. . . . . . �Q ! / / ��, / ) 3/19/2020 SYSTEM No. 6 A> . . . . . . . . . . . . . . . . . . . . . i . . . . . . . / / �"� SIGNED USE 1-A10E DIA. 9 VOFT.S.F. = 6160% x 2/12 = CAP,CU. FT. �� • , • • y • // 48.03 !<'<' THOMAS l_ l..f THOMAS J. BECKMAN, P.E. DATE 574 ESTIMATE OF QUANTITIES . + / 1814CONSULTING ENGINEER MIDDLE COUNTRY ROAD COBBLESTONE CURBING 702 L.F. •EXIST. • .I • . . H{ / / �lv� •a . SYSTEM No. 7 WELL o • �' / / O / f PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 cu. FT. CONCRETE CURBING NONE A ' ' ' ' ' ' ' ' ' ' ' . . . . ' • a6 _ _ o' • ' ' • • • • • • �f 48.31 SUITE D ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. ASPHALT PAVING 50,009 SQ. FT. / �' +a� ' /// 0/ AUG 0 3 2020 I RIDGE, NY 11961 �p / - -_1 TOTAL REQ. CAP. 698 CU. FT. WALKS 835 S.F. • • • • • • • • • • • • • • • • • • • • • • • • I • • • • • • • • • • • • • • • • / / / / i s uo tuo thold Town USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48.54 NOTE: FENCING 114 LIN. FT. o FA / I � Planning Board ALL BUILDINGS WITHIN 150' OF PROPOSED SANITARY SYSTEM No.'s 8. 9 & 10 DRYWELLS SEE DRAINAGE CALCS. �� '70, • • • • • • . . . . . • . . . . . . . . . . . . . . . • • • • . • . • . • tK � 48.10 �� / SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. �`S C� '.9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � / /� ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT DATA T/� R ° �� / ��\ / 4$L69 1-1/2" 1-1/2" ASPHALT O F N TOTAL REQ. CAP. = 1048 CU. FT. SITE A A � `�'' �e // I'- / G N p4��� Co "S H H. ��,- USE 2-10' DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. O '< B AREA OF SITE 162,852 S.F. �' i G OWNER: * . ��.F� O SYSTEM No. 11 FLOOR AREA OF BLDGS. 45,775 S.F. <% o BTo '� • • • • • • • • • • • • • g O / 0 / 0 65 COMMERCE DRIVE, LLC �� ` �:"4 „ `� �" O O >z t ix° ° A ° _ z, PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. TOTAL AREA OF BLDGS. 91,550 S.F. A & > R� / N P.O. BOX 946 \ 1 :_. / 6' �> G ,4•,25' ' Q `cd \ ° .° • °BINDER COURSE° 4 /,. :°, �, >F ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. TOTAL PERCENT OF LOT OCCUPANCY 28.1% �> L=1 20.23 J / ° •° . ° o CUTCHOGUE, NY 11935 1 �' �S z TOTAL REQ. CAP. = 1460 cu. FT. AREA OF LANDSCAPING 6,627 S.F. OR 4.1% � i 48.42 ° ° ' °' ° ° • ' �" ',,, 'c'- USE 2-10' DIA 12 V.FT. = 1642 Cu. FT. ACT. CAP. AREA OF BUFFERS 59,606 S.F. OR 36.6% <� ❑ � / tx 'Y�R41 �_� SYSTEM No. 12 AREA OF PAVING 50,009 S.F. OR 30.7% AXI, �/ /S �;� / t NYS DOT BASE COURSE PRELIMINARY SITE LAYOI �� R� PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 CU. FT. B� 2 C ii G/ !�, n/D SU SCHOOL DISTRICT MATTITUCK R F ON �� \� / 48.68 USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. A > C• POSTAL DISTRICT CUTCHOGUE ��� enc 4�4 - / � \��\��\��\��\��\��\��\��\��\��\��\��\��\��\�����\ NORTH FORK SELF STORAGE #03 SYSTEM No. 13 WATER DISTRICT S.C.W.A. 4> 2 / / j STABILIZED, COMPACTED SOIL PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 CU. FT. Rj OS CONC. CURB / <' 48.85 ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 cu. FT. FIRE DISTRICT CUTCHOGUE •sem / \; �6� TYPICAL SECTION - ASPHALT PAVEMENT SITUATED AT TOTAL REQ. CAP. = 2257 CU. FT. TOTAL PARKING REQUIRED 94 SPACES \� 01 � CUTCHOGUE USE 3-10' DIA. 11 V.FT. = 22:58 Cu. FT. ACT. CAP. TOTAL PARKING PROVIDED 94 SPACES / 48.34 / �G �� NOTE: AS PER TOWN OF SOUTHOI D SPECIFICATIONS EXISTING ZONING a /' s / ��, �G ! TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SYSTEM No. 14 i � \; USE PUBLIC STORAGE � °� o� 0 S.C.T.M. 1000-096-01-001.3 PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 CU. FT. 48.60 ROOF AREA = 6200 S.F. x 100% x 2/12 = 1038 CU. FT. // �irL �F\`' GJ� R=1 I PREPARED BY: PREPARED FOR: U°SEAL REQ.3-110' DIIA.P9 V.FT.24 184FT.U. FT. ACT CAP. PARKING REQUIREMENTS �� 47.54 // 4878 Go�C'• GRADE ' KENNETH H. BECKMAN, L.S. MARTIN KOSMYNKA SYSTEM No. 15 OFFICE SPACE = 300 S.F. _ 100 = 3 SPACES ❑ m / SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 cu. FT. STORAGE SPACE = 91,250 S.F. _ 1000 = _91 SPACES `� = / 11 0 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. TOTAL SPACES REQURED = 94 SPACES � � / COQ 48'91 ADJACENT SUITE D TOTAL REQ. CAP. = 931 CU. FT. ci 5 4' 1x PAVEMENT z RIDGE, N.Y. 11961 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. o � ,r�G���'• SYSTEM No. 16 TOTAL SPACES PROVIDED = 94 SPACES �G �> REVISIONS: REV. , 3 2019 819-1996 7' SCALE: 1 =20 REV. 5/30/2018 REV. 1/9 2019 B19-19968 DRAWN BY: KAK PAVT. AREA = 5515 S.F. x 100% x 2/12 = 919 CU. FT. / REV. 7/26/2019 REV. '2 11/2020 820-20103 REV. B 10 2018 REV. 2/18/2020 B20-20103 CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. ' / / REV. 2/28 2020 620-20127 REV. 1 2 201 REV. 3/5 020 TOTAL REQ. CAP. = 1033 CU. FT. / DATE: MARCH 2018 REV. 11 2 2018 61 19578 WREV. 3/3 2020 620-20,6< CHECKED BY: KHB ROLLED ASPH. CURB DETAIL USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. ` � J � � DRAWING: BB1-6564 JOB No. 8118-18856 SHEET: 1 OF 2 I I I . i . i � T.H. or CANTING SCHEDULE O� Q ANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPERWOOD STAKES AS SPEC. (TYPICAL) () `' 0 �'/A HEIGHT FOR LARGE TREES �� 24 s NORTHERN RED OAK QUERCUS RUBRA 2 1/2"-3" CALIPER 16'' HEIGHT FOR SMALL TREES /`�?� 0 0 `� 0 CT / 4<1 AND EVERGREENS �(' / U S�. 146 BLUE SPRUCE PICEA PUNGENS 3-4' HT. � v / * PLANT 15 O.C. O G :;7 WIRE WITH STRAPS AS SPEC. D pj A• �0 GP , O', 4ft4 �Q 'A��� '. � P '�F 2 -25.00 5 FLOWERING DOGWOOD CORNUS FLORIDA 2 1/2"-3" CALIPER O 9 <1 a: � 3' MULCH AS SPEC. N l- � Q RY OP O 0 �� 6" HIGH SAUCER o �p Q� L 21.03' O 3 GAL. CONTAINER �'p w e F-w 0 / ��/ ;..,.,:Q . n 11 LOWBUSH BLUEBERRY VACCINIUM ANGUS IFOLIUM PLANT 6' O.C. OF 11;01n _ C FINISHED GRADE �_ Q \+ ....... �O� / o f'c TOP OF BALL TO BE LEVEL - ` G' o / NOTES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE AN F fi\gT � LANDSCAPING � WITH SURROUNDING GRADE + O °,r' 3 SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATED OR APPROVED EQUAL. 9Z II (SEE SLOPE PLANTING DETAIL) II • S QP FPLANTING SOIL AS SPEC. C)o / �// �"� 1 6" MIN. TED SUBGRADE 6" MIN. /- NF oa PROP. 5' \ I 0 COMPACTED Q�° Q F ASPHALT / SITE Gam. _J 6° MIN. 6" MIN. � �k,�' \ � �;.� Tc wIST wq APRON o A FR ` EVERGREEN TRETE DECIDUOUS TREE Q. q9 MqlAl w h� I Opo PLANTING DETAIL O �C) � F�Q'oQ� °Po �0� O �;F, �Q �� °F o 3 of C 1.3 O PAI, \ GP �\Op\ 0` OCG\_ o,2S \1 45. �,e P°i � 9�F V A\gh +AN, Ge 10' MIN. ` KEY MAP FLAGG NG II X AO56 3 RIOC NE IV 'O � $ \ ON 3 SIDES 6P FNC -COG IV '�� �0�, SCALE: 1" = 600' SANDBAG O O 0 .� t?� CCC42 � L.P. BERM �2' V (4??� '� \ �G� / :b� LATH AND a i 1 PROP � +° 4�9ss \ NOTES. (n FLAGGING 0- 0 RQ 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS � o a A A � N C L'P. Al ( IS REQUIRED IN ALL LANDSCAPING. > 0I __0_ f SANDBAG I 42I o C�41• \ ® 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE I o PROP \-,// WATER SOLUBLE NITROGEN IS NO MORE THAN 20% 10 MIL PLASTIC LINING - ` W EXP. \ OF THE TOTAL NITROGEN IN THE MIXTURE ARE I PERMITTED; 0OV--/ /� -� �3�5 x I +'�ti 9 SPgC�S 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SQUARE \�///��/��/� I o PROP. / PROP. FEET IN ANY ONE APPLICATION IS REQUIRED, WITH A O O a a L.P. CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. �� I N �� / KEYPAD h GQ' PER 1000 SQUARE FEET PER YEAR; N X\\`�\X\ \\\X\\X\`��// BERM 4- 20' MIS / r1� 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING 10 MIL PLASTIC LINING k5.7-41 /� \ NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN • 20, IN, p Op, �, /PROP. +// \ NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; PLAN VIEW SECTION A-A \ K YPAD +lk" SpyC / L.P ,�, \< \\ / 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER �� P FS / / l IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR BELOW GRADE CONCRETE WASHOUT AREA A36 KEYPAD I"' GA � o 1O MI � �pQ'GJ��' `\ \/ -I�CFS S � SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE (J / _`�- *�\/ ASHG 4 J ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE L.P. o `\ 8• G i uj \1O 13, 0 BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE / 1 � P OP. 8.0' � AREA - 9 00 �� O� Woven Wire Fence PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, / \ •T• +PROP. __ 6• ,' 1 0 \ E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE Section View oven re Fenr/m•.5•d>.n / pROp OKEYP�ID� � \ \ ° �� �`� ,0 � 0, MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH Wq�K C � // 0 A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF Fillcr Fabric Q i [r M.Za Ban �++ '+'+`+`+' • \ - -- ` \� F x\ �� ANEW LAWN IS BEING ESTABLISHED OR A SOIL TEST 36"bfn Farnce P.4 Max Slop ++•++++• M / \ /00,0' �\\ SA ��� "9i, i '� '9� S"N � INDICATES IT IS NECESSARY. . + . . . cry / \ \ F l�\ F �G 0 O + + , Fla + + + + + + + . . . . + 1-5 x / `\ 1S RFP. 300 10 MIN. `\ y''y��46 s' R��°% '� LEGEND + + + + + + + . . + + + + + + + + + + + + + + + + + 43BOOR c F \ X 1y,9 S7 �C Embed Fdtcr Fabric • COVERED a / \\ S ok,6 tO R FICE /0 s `\ G WAIIII ��'� \ Min.6"m Ground / E �V SA 9, EXISTING TREES ENTRY +°��'�` OBER , -'70 \ � 2 EXISTING 0 / ` � Fs \ 20' WIDE N k 2 � / \ _ _ _ 1\0, 8, i \ 4 U-�LIT�, PROPOSED 3-4 BLUE SPRUCE \ i \ 2 0 � .1 Perspective view TobepolantedoilTaped O �/ GJ6 *1 J 11/ `\ // +b`r�.S \\ 24°' � 1 `\ ` X EASEMENT a PROPOSED SHADE TREES 2 1/2"-3" CALIPER \V �, ,Vqv, W \v / br AQ v '(`i'�- Ij a '� � ,� / \ / `\ i� 80 Woven Wirc Fence O k \ / ( X 1�- � � .V �V � � � � � �• � / EXIST \ / \ � `V "V V %J/'IV � Z d a 4 / •(�j, LIGHT \ / � � `\ O/ Filter Fabric placed on inside• C) >- Q /©�31 'T POLE \ ` \ r1 �1 � � \ \ L.P. facing top and pile. O � \ / TO BE EXIST -_ � \ � � O O h3$N / REMOVED LIGHT POLE \ \ A 4 ( 1 y W CC / .Y .Y g! -Groundlevel O 0 �• / � TO BE 00 6-, \ SOA \-/ • 6 0 •\� +� \ I L.P. dd / Gam' / 000 REMOVED k2. •9 W W�O_�Y W W �G�.y W W t_ CIV 0 + O \ C_ '• �• •y W W W W W SILT FENCING AROUND STOCKPILED FILL Q �6•°' 4 �z � o Q \ \ ` /. . . . Not In sale � U a / N j C/) U�0p -� \ \\ \ . . ez �m � � � \ 9s 4 / N m (ij co � a k11 5 \ F � � \ / WQ �QOO 2 f �O \ \ ( &° - . . . . . . . . . . . . . . . (/j � 0l z 0 Q� J Q \ O. ,k �` Q_Z � � � \\ `\ ' . . . . . . . . . . . . . . . . . . . . . . . . . . . L.P. a l \\ x( 40 �9 20, , \ ` °'O 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ^") °- O 0 \ a \1 \ / l © 3 /4. \�\ W Co Mw O \ +k g .pro \ °. \O . . . . . . . . ' .' . . . . . . . . . . . . . . \ x!90 / I cc .��'J' \\ i o$ � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /1 / + �\ \ R?, \ `\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / -44` \ \ 4, COVERED � __ _ \ 1'00, \\ `ASO \\ .°. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . ' .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ENTRY a /►� __ _ \ � . - �° . . . . . . . . o . . O . . . . . . . . . \ / . / \ 4� / I . . . . . . . . . . . . . . . . / _fv \ o / ) \ . . . . . . o: . . . . . . . . . .'� . . . . . . /. . . �\./ . / �4V "� a / LIGHT �1 / I. EXIST /. ! . . .\ . . . . . . . . . . . . . . . . . / . . . ../ ./ // + \ Q- / POLE x 41:�� . . . . . . . . . . . . . . . . . . / V // . . . 00� co / TO BE / I „ . G�� \ . . . . . . . ././. . l�,P/� \ � � ^ REMOVE6 / O �. . . . . . \ Z 35.0' / + / // . . . �;. . . F.. . * . . . . . . / . . GAJ•. \ �6� \ \ / 61 26 / PG<c.� / . . •'. ./.�. . �O� ��G. . . . . . . . �. \ . . . .6./. . . GO�.y - �\ + \ t © 4Q / . C� 00 / * ��c . . . E / 1b / 5 �� Y F� / /. . . . \� \t / ^ 47.01 / \ L.P. 363 / / +a2�G- J, PGS / � . �. . -*. . .. • . /. , / \ MEET a o / �O GF,PO F,Q���� / \( . . Q�e. . . . . . . . . • , . . y . . . /// 6�plc\1-1 \43 I • . . �. 3 / c Fo gro + \ EXIST. / � �O� / �Q��Q-P �QG -\, �o ��1 / . . . . .% . . . . .�. . . . . . . . . i/ i ' // /� A� / / 0 7 \ / +"�* kk / Qom\ 5'�p�O�. +*_ �\\KP / .. . . . . . . . . .� . j. . j // 5r .`�s \ � 6 / + / * �. F � CQ' / . . . . . . . . . . . . . . . . . . . . . . .*. . /. . . . / . . / \ \ \ _ QP O P . . . . . . . . . / . / /. . \ _j � � �, � / . . . . . . . . . . . . . . . . /. ./ / / / \ \ :Q / 45.0' � \\ ('), h ��o PG�� / _. . . . . . . . . . . . . .£. 7'.. Woo. . . /./. / e .1b / ° . . . . . . . . . . . Dti ,. / �. L.P.1�®� a /5� �L°� \ `�e /. N£ 47.13 / 11 \+ . .\ U / 1 SP40 \ / . . . . . . . . . , , . . ,pO . . . . . . / . . . . . . . / - . // it 47.54 CV . . I qCE \ / . . . . \ . /. ./. . . / / �A ,,o \ . . . . . . .. . . . Q . . . . . . . �� �-p, khti \ . j/ j/ .// 77 \ .S. \ �j . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . + . . . ./ . . . / Fq3r . . . . . . . . 0.,. . . . . . . . . 39 .. . . . . . . . . .*' . \ V. 9 // . . - . - . . . . . . . . . . . . . . . . . . . . . . . . . . .� !. . . . . . . . / . . . A� k5. \ \NF,� � � . . . . . . . . � � . /. . / 7� . . . . . . . . . . . . . . . . . \ / . . . . . . .0°p\, . . . . . _ - _ . . . . . . . . . . . � � // / . /kc�. / ��• . . . . . . . . . . . . . . . . . . ./ 1b . . . . . . . . �` \. . . . . . . . FNC . . . . . \ ✓. . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . .�. . \ . . . . . \ p / . . . . . . . . . . /. Fe 47.36 / \. " . " .\. . . . . . . . . . � . .\. . . . . . .\ �' . . . . . . . . . . . . . . . \ O /. . . . . . . . . . . . . . . I . /. . / .* . ti� \ * . . . . . . . . . . . . . . . . %/ \. . . . . . ,c/. . . . . . I . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / R ` �/. l� 47.70 . . . . . . . . . . . . . .�, . TF. . .o. . . m1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j . ./ �� �� Fo �. / I \. / O A� . . . . . . . .\. . . . . . . . . / / �.': �s . . . . . . . . . . . . . . . . . / JPS / �'\ Aj '_1> \ . �. /. . . . . . . . ..0 y0 �O \. �. ./.! . . . / G FA �' . /. . .*. . . . . o s 0' �0 . . . . . . . . .\*. `� / / �j s \ . ./. . % .off .1A GJ \. ;\�( //. / al . . . . . . . . . . . . . . . ..\.` / . V .Od . . CONSTRUCTION NOTES FOR FABRICATED SILT FENCE I•�o ? / Q �` 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO �- 9� kg. Q \, , Q •/ , * * ,% 47.57 FENCE POSTS WITH WIRE TIES OR STAPLES. / . + �O ' \. �\• . ./. . . . ./ 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN / Q , / ,� / 's' WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP ,c� �. . . . . . O \ kS k/ . . . . . . . . . * / \ • . . . . . . . + . k. /. cd ,�C 47.92 MID SECTION. . . . . . . . . . . C. . . . . . . . . . . . . . . . . . F`,f,. . . . . . . . . . . . . . . . . . . . . . . O. . . . . . . . . . /. . . 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN F,o \ . . /. . . . . . . . . . . . . . . . . . ' . <f. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ . . 6. , .- -_ EACH OTHER THEY SHALL BE OVERLAPPED BY �� /. J,� F`. .. . . . . . . .�. \ j/ . / . �� O OPO j / SIX INCHES AND FOLDED. �'� `9� . . . . . . . . /. . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . . . /. . . �� /\��/ / 0. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED Ir j gip• • • • • • • • • • • • • • `I- ' . . . ' ' ' ' . . . . . . • . • • • • • \ • • • • • • • • . . • • / • • • • • .. �� AND MATERIAL REMOVED WHEN BULGES DEVELOP Fq •sem . . . . . . . . ./ . 'j . , . • . . . . . . . . ' . .. • . , . . . . . . . . O.. . . . . . . . �O (P. . . \ . . . . . . . j/. . . . \i /1 �1 / . IN THE SILT FENCE. Qj /. 2� . .�. . . . . . . . . . . . . \ / • . O , 10 / 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, •R • • • • • • • • • . . . . . . . . . . . ' ' . . ' ' . . . ' ' • ' ' ' • ' ' ' • ' ' . ' • ' ' ' ' ' • ' ' ' ' ' ' ' . . . . . . . . .\ * . . . * ,j tx 0 OR APPROVED EQUAL. �9 . . . , . . ./ . . . u� . . . . . . . . . . . . . . . . . . . . . . . . �. ,\ 11-1 I �, . . . . . . . `ppb �Q 1 r, `�1, WHERE FENCING IS USED AROUND STOCKPILED FILL' . . . . l . . . . . . . . . . * . . .�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47.6 ` n`U///J�a / 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED ' • • . • • • • / • . . . . . . . °p0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� �N`` `5° / ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. / ' / / 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) �G /' ' ' ' ' ' ' ' ' � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' �; / a� OR IT IS TO BE COVERED WITH A TARP. POSTS: STEEL EITHER "T" OR: „U„ O >z� f .65. . . . . . . . . . . / / /48.02 / TYPE OR 2" HARDWOOD ��O FA 5a . G� . . . . . . . . . . . . . .+° . . . ' . . . * . . . . . �. ^. .. // // / FENCE: WOVEN WIRE, 14 1/2 GA. . . . . . % . .(,,, / 6 6' MAX MESH OPENING O >7� ( �• .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j/. DO // x/48.2 FILTER CLOTH: FILTER X. MIRAFI 100X. � >> \ tS h STABILINKA T14ON OR APPROVED EQUAL % ��� \ \;, . '� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f // cue y` / / // / Q � PREFABRICATED UNIT: GEOFAB. ENVIROFENCE OR Fo 101� Q., . . . . . . . . . . . . �. . .kk16 . . /!. Q Ixx / / / / APPROVED EQUAL. a� + / / WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, . ., . . . . . . . . . . * . . . . . . . . . . . . . ... . . . . �p . . . . . . . . . . . . . . , . , . . . . . . . . ./. / MAX. 6" MESH SPACING. �S � �C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / / 1. 10' MAX C. TO C. \ - . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /, . /k 4,90 - __7,1 - --/ 36" MIN. FENCE POSTS, DRIVEN MIN. 1�_, `.`.` \ \ '� / / / i ,,�16" INTO GROUND . . . . . . . . . . `\ \. . . . . . . . . .��°O . . . . . . .*. j / X 48.17 / �D 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �./. / / �G GIP* / / . . . . . . . . /�, / f 0 � � . . . . . . . . . . . . . . . . . . . . �.�. �� / /^ 48.40 . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . ., \ � �� / �. . . . . . . . . . .. . . . . . . �. . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . Fo . . . . �. O /// `G . . . . . . X, k6.k . . . EXIST.. . .I . . . . . . . . . . . . . . . . . . . . . . ./ . . . . 60 / ' - / / l �� +. WELL-0 O FORMER.TEST.WELLS i . . . . t'1 14 HAVE. BEEN. ABANDONED I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q / �% F_� FA �,� . . . . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �' / / �� / I- - - ---i PERSPECTIVE VIEW ,r . . • • • • . . . . . • • . . . . . . . . . . . . . . . . . . . •... . . . . / " / AUG 0 3 2020 . . . . . . . . . . . . . . . . . . . . . . . Y . . . . . . . . . . . y !. . . . . . . . . / 48.03 '�' 36" MIN. FENCE POST S ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I /'. �{ /� ale/ Southold Town / / �F./ Planning Board WOVEN WIRE FENCE (14 1/2 GA. MIN., MAX. O EXIST. N / 6" MESH SPACING) WITH FILTER CLOTH OVER WELL kl o / , , . . . , . . // 48.31 Je° Z 7�,, - - -.- 7-.-, -7-.- -+� . / / / s / / �E OF NF / / P IN NDISTURBED GROUND �(\ / 48.54 !, FLOW 86,01 A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / i �� ,H. O � �H H. �- EMBED FILTER CLOTHI t \1/r ��S �6, 11 11 I D i 48.10 �: � I -,? `� C' / / 4&1,69 r MIN. 6" INTO GROUND St . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e /y> \ - ;, , �,,'c`'e-4� f.-�z * _T I s �? // /�°� BGG OWNER: m � �l. f. SECTION VIEW / FA O ���, � � � /� 65 COMMERCE DRIVE, LLC ; ^�� �' �� >zs oG �'�>z�� R��4 Q,N° / / P.O. BOX 946 SILT FENCE DETAIL �9 . •ss GA '25 L=1 20,23 J o / / CUTCHOGUE, NY 11935 \ �' S � F �o / Z 50 // /cr 48.42 CONSTRUCTION SPECIFICATIONS PAVEMENT �/0 It CO�j ❑ /%y � �/ ��� / EROSION CONTROL AND PLANTING PLAN STONE SIZE - USE 2" STONE, aR RECLAIMED OR RECYCLED CONCRETE N 3' �' Szj �'F CONC �� ��✓ ��� / 48.68 EQUIVALENT. Aj•� T - � LENGTH - NOT LESS THAN 50-FEET (EXCEPT ON A SINGLE RESIDENCE LOT .•'��••-• � 1p `� �'� BC 4,42 // / NORTH FORK SELF STORAGE 3 WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. MOUNTABLE•BERM Aj °5 CONC. CURB / \��v 48.85 SITUATED AT r (OPTIONAL) \"-FILTER CLOTH ,s / Dc THICKNESS - NOT LESS THAN SIX (6) INCHES. PROFILE EXISTING � // 48.34 / \�� \G 01 WIDTH - 24 FEET - �' CUTCHOGUE FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING z GROUND 1-1/ / !v �G TOWN OF SOUTH OLD, SUFFOLK COUNTY, NEW YORK OF STONE. / `S'� �;� SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- o 00 48.60 p� e S.C.T.M. 1000-096-01-001.3 STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING // Citi �t�yGJ� PREPARED BY: PREPARED FOR: IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. .. ,• , : ,�j`7- / F G. i MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION "••• ���\��\�� �� V� 47.54 / 48.78 G� EXISTING •1'2"MIN. ° KENNETH H. BECKMAN, L.S. MARTIN KOSMYNKA WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC AVEMENT ❑ .O. BOX 946 RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED N CO / F, SURVEYING AND LAND PLANNING ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. •;. ,' M, W/'</'�/'W/< `' / �: 1 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 WHEN WASHING IS REQUIRED, IT-SHALL BE DONE ON AN AREA STABILIZED � / COQ 48'9�0� SUITE D WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING z PLAN VIEW z �°'o,• \ RIDGE, N.Y. 11961 DEVICE. O -_ 1 �` PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED o 0 AFTER EACH RAIN. SCALE: 1" =20' REVISIONS: / REV. 7/29/2020 DRAWN BY: KAK STABILIZED CONSTRUCTION ENTRANCE DETAILS / DATE: MARCH 2020 CHECKED BY: KHB / / - - / DRAWING: BB1-6564 JOB No. B20-20184 SHEET: 2 OF 2 S� 46 �? o c 00/ AM J 31 OU ; OP�P �� �:•::: .. . � aA ��®.a 0.0 � D i G i ora n n i ® cqr s �o L 25.00' /L- ASSOC11teS v ��tiF° °A 1 .03' fi Architects � o 0 0.0 0.0 o CALCULATION 5UMMARY 0 0.o OA O / 26 preston avenue LABEL GALL. TYPE UNITS AVERAGE MAXIMUM MINIMUM sea Cliff, ny 11579 oA o .o o.o o.o _ 50� o.o oA o.o o. / 516 671 - ( ) 3624 00� + PARKING LOT ILLUMINANCE Fc 2.3 5.0 OI fax(516) 759-7138 A 0.0 0.0 0. 0.0 O.O .0 0 FNC O,2S GQp0 O. 0 0.0 OA OA OD OA OD 0.0 D OD 0. 0.0 G,Q.0 Iq 20 0. O.O 0.0 oA 0,0 OA OD O.0 0.0 0.0 oA 0.0 .0 O A S�EF{ED q °Lc \ LUMINAIRE SCHEDULE n .O A 0.0 O.O O• O.O O.O OA OD OA O. 0.0 OD .0 OA � � 'pL � 4d3 Z n s� o.o o. oA oA o. 0 00 0 0 0.0 oA o.o o.o o.o TYPE G2UANITY LABEL ARRANGEMENT TOTAL LAMP LUMENS LUMENS WATTS LLD LDD DESCRIPTION MON ll T HEIGHT �O 0.0 .0 OA OD 0.0 0.0 .0 0.0 0.0 OA OA OA OD 0 O.O 0.0\ 0.0 A T� 8169 - _ WPLEDISY Iq A 51NOLE 2,461 20.70 .76 .76 RAB WPLEDISY 3,000K WALL 12'-0" Oc NEW O.0 O OA 9:1� pZ _D��0:1� 0.0 OA O.O 0.0 O 0. 0 O. OA 0.0 O. OA .0 � \ \ WPLED26Y 13 B SINGLE 3,267 2x.50 .76 .76 RAB WPLED26Y 3,000K WALL 12'-0" OA 0.0 0 013 /0.4 0 0.4 0.19_0.19 0.1 OA 0.0 0.0 0.0 0.0 0.0 0.0 O O. 0.0 RAB LIGHTING LED MODEL WPLEDISY 3000K 155UED \ \ TOTAL LUMENS = 162,070 / 45,560 = 3."12 acres (ALLOWABLE = 25 000/acre 3.72 acres x 25,000 = 93,015) 89,230 total lumens < 93,015 allowable 7/24/20 TOWN PLANNING DEPT WALL PACK LIGHTING FIXTURE; MOUNTED i2'-O" 0A 0A 16 4 0 .o \ 13 6, ab-oh o)5 b,+e-6 os- o.f oA °A o.0 0.° 0.0 0. ABOVE GRADE - HOURS OF OPERATION / y \/ / / - \ � �- - -\\ DUSK TIL 10:00 PM 0. /o. ^� . 8°� i1 I 4.0 �.o l� k �s �s.le \o.l 0.0 0.0 o�c\ 0.0 0.0 o �o� RAB WPLEDISY FIXTURE ARE FULL GUT OFF TYPE FIXTURES ARE IDA "DARK SKY" APPROVED FIXTURE (TYPE "A" TYPICAL FOR oo OA / l 3 / / / o\ \ /\ I - \ \\ \ \ Tti� RAB WPLED26Y FIXTURE Iq - SEE ELEVATIONS) i I 9' �r / B 1 5 6 4:a \ \\0\ 0. OD ado o \ OD D 0-W, ALL FIXTURES ARE ON TIMER TO BE OPERATIONAL FROM DUSK TILL 10:00 PM 0.0 al` �o� Lol\/ a.?s\ 0A\\OD/.0 0. OD \ r so o ' � \ • o.o o.t o'� -ea��� p R F , �\ ops \0.1 o s�03 x o 0 COVEREC� \// �- \ \ N ENS / / / \ O.� 0. Iqb\O�\\03\ P.I & OA OJI 0.I (1.5( /(0- 4 5� 14.1 t(Obll b( �O �1Q \! I\ , 0.0 A \ C7 tl OD 0. ' 115 � d:0-Aj Q i��� � BUILDIN6 A / o6\�3\ I ° oA w o.1/ 3 La/ oPROPOSED 2 STORY � /� � -,-2\0,\ \ \ \ Surface Mount MINI STORAGE BUILDING / I� �'O 0 \2 \ 0. 15 0 �`4 ►8,515 S.F. Ist FLOOR � \ ` Configuration 0.0 Q 0✓I O (2p ty 19,A 15 S.F. 2nd FLOOR 0.J5 I \ \\ I -- � 3"1,450 S.F. TOTAL \y\ �� 4.0 0 013 0.0 11dT1 ` F.F.EL +42.6 \ / 08 I OSs \2.Q, 4. ZO\ \.3 / � � 0.1 10 4 '` 0.. \ \ \ I \I �.0 8 .770.3) 0. J 0.6 / �O\\�.0� i15 751 L.P. Oar 4/ I r \�O I / J A 0.4/ .0\ 3S\ �.75 + / I 111911 ......... -A �o pI / ( 0.4 \02 X03 -0.45- l 2Sx / 0.0 0 I 1 3.0 / 5.� � _ � \ � �•L i / O '9/ (151311 `� '►y� 14137 � 0.0 Q 2. COVERED 5\ \0.4k �2 �j \ ENTRY -�`--� I / , 1/ \\i \\ \\\ // 0 OA a frSl4j 1235.641 113300871 0.0 \0�5 5 45�1 J.6 / I ' \ \ by l J I J l I // J�\3�\ b' �/o.o oA o. �Q 0.0 0.1 0 /1 �9 10' 0 /I.6 4.0 I I0j OD 0,0 00 / x6.91 .� � \ \\1 2 LIGHT DI=TAIL O I / \ A 2 I \r5 JX8 /6.35 O!1 0.0 0.0 0. O.O OD �0. /0.3/OJ3 OD OD OA OA O. 0.0 / \ • Q - i / \ t � � NTS \ OD 9'O \ob�.5q � I a //5 4.0 \ - g0 F / / 1 I , BUILDING B 5.oij /I o �315I-oa o.o o.o o.o o.o oA OD D \ P PROPOSED 2 STORY 47.01 \ \ ( / �A IS\ �B\ MINI STORAGE BUILDING I: \\�0\4L o,//03/ J OA oA oA OA oA OD OD oA o0.. A + \ I ( \\ \\ 26,900 S.F. Ist FLOOR \ \ �/ / \ x 47.43 \ ( \ 26,900 S.F. 2nd FLOOR ' OD I 7 3.� ( 5 N I• I 1 � � 53000 S.F. TOTAL \ � O�lb\ft•4 O OY OD 0.0 0.0 0-0 0.0 O.° OD 0.0 0.0 OA O.O 0.0 / J �/ Q \ \ \ F.F.EL. +42.6 /\I 0.0 14 \O \! / 51,5� a2.5� �\q0/�1/\a.� /0.161 0.1 O O.° OA 0.0 OD *-OD.•. OD OD 0.0 0.0 OA •.•'O. A / ' \ �� \ o>t s . 4 I/�5/ f 1\���8�'0.4,//0,55 / cyi o.o °.o OA AA OA oA 0.0 O o ' °o 0.0' 0.0 .0 Q"6 L.P, s, * 0.0 V 0.0\ O 19/ 15 /3.5\B .Oi ,2 _ �+b 3�k \\103 � / .t// 47.13 \ \ / t9 I I ` �.° r \ 0�+-I�O ! OA 0.0 °A 0.0 0 OD 0.0 °A OA OD OD OD .0 x�5a ���v 0 0.0 O. 013 0 \ FO /lam/�055 / t \ \�\�\ \ \ y-7�/�� 0.1 0.0 OD 0.0 0.0 0.0.....0.0 OD OA 0.0 0.0 OA .0 \ 60, SO \* \ 0. 0.0 OD OA 0�0\\O.IS �0���� IY/�0 Y�q \� .o\\�\�Q \ of //oZV 0.1 0.0 ..oA 0.0 0:0' 0.0 0.0 oA 0.0 OD oA OD .0 / a \ G OA OA oA OD OA �0.p,10' {0.4I� �p O 6A 5. 0� �/ (� 012, 0.0 OA 0.0 O.0 0.0 O.O O.O OA O.0 O.O 0.0 A6 / / p6• 0. •t OA 0.0 0.0 OD 0.0\ 0.0\P;51 I 1.3/ 0. 018 .••b.0 0.0 0.0 0.0 0.0 0.0 0.0 OD oA oA OD O.° .0 � 47.36 / C O•. O.0 0.0 0.0 0.0 O DA X O I/0.9/ /� ` / p�9� 0 5 5 02/ d1 6.0 0.0 O. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA OA " '7'70 FA I0�2� I �/ ` / \I�� � � � // �oP R E V 1 5 1 0 N 5 OA 0.0 00. 0.0 OA 0.0 O.O ' 1 \ \.ht\7. 6.0 /4.0/ 16161 �O.O O.0•. O.0 O.0 O.O OA .O 0.0 0.0 0.0 0.0 0.0 O.OGJ �Q 'ss 1 \\ \ \ o / / / THESE PLANS ARE AN INSTRUMENT OF SERVI ,� GE AND ARE THE o. o.o o.o o. Q.d `o.o o.o o.o \\I \ �\�12 71 �oe/ �\b� �\�.o �.y' x.15/ o.o o.o oA , oA o.o �4 0.0 0.0 0.0 0.0 o.o o.o o.o � PROPERTY OF THE ARCHITECT.INFRINGEMENT 0.` 0 OD 0.0 0.0 0.0 0.0 0.0. 0.0 0.1 O.f7\ 3 6 18 A 6. 1.4� Ob / / � / �• 5 WILL BE \ \ \ L h rt � / Q PR05EWTED. \ ��/ P' , / I � �� 0.15 /0.1 O.0 O.0 O.O O.O C O.o o.o o.o o.o o.o o.o o.o o. 47.57 / J\ t- •VN\ CONTRACTOR SHALL VERIFY ALL FIELD CMTION5 AND m \ ` I\ ' �� / / \I_~ - / / / DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT .0 O.0 O OA O.0 0.0 OD O.0 b� O.0 O.O a0.j15 \ �sA\ 6. I�Si 0°� lo.l o.o o.o o:o o.o o.o oA a.o o.o o.o o.o oo o.o E x 47.9z l` / \ AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE FgFs 0\ \ \ \ / \\ / / l l ON THE BEHALF OF THE G�ITRAGTOR FOR ANY ERROR OR c! s6 OA O.O 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 OA 0,0\\0\2\b\\ 15-_I� 3� .7" /Ufa /O.I�/ o.o O.o :d.o oA o.o OD O.0 0.0 0.0 0.0 QA oA o.0 0. �� ^o,� p, \ _ \ RAB LIGHTING LED MODEL NE6I.ECT ON HIS PART. ° / _.�I� / WPLED26Y 3000K WALL PACK _ +�* 0.0 0.0 O.O 0.0 �A O.0 O.O O.0 O.O 0.0----. O.0 O.O t\ O.5 0.3 / .14 01 b n / �O.I j /0.1 O.O 0.0 0.0 O.O O.O 0.0 O.0 0.0 O.0 O.0 0.0 0.0 O. o`' �/ / 9 /R �9 a1 }Q LIGHTING FIXTURE; MOUNTED L2'-0" 0. 0.0 0.0 0.O�0.0 0.0 0.0 0.0 0.0 6:0 0.0 0.0 0.0 00 °.o o\ 10D °.° 0.0 OD .0.0 0.0 0.0 0.0 OD o.° O.° 0.0 OD 0.0 OD O 47.68 \ � ABOVE GRADE HOURS OF OPERATION North Fork 70 o 0.0 o.o o.o o.o oo o.o o.o `.,oA oA oo o.o \`Q.o o.o/03 0. o.o o.o .Ob o.o O.0 0.0 0.0 0.0 0.0 0.0 OA O.o 0.0 / / / DUSK TIL 10:00 PM G / �as.oz � (TYPE "B" TYPICAL FOR o.0 � 0.0 0.0 0.0 0.0 oA 0.0 0.0 oA 0.0 O.0 0.0 0.0 0.0 0.0 O.0 0.0 0A 0. 06 . 13 - SEE ELEVATIONS) p Self Storage Y 0 OA 0.0 0.0 OD 0.0 0.0 OD O.O OA : 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0`•. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 65 Commerce Drive A O.0 OA 0.0 0.0 OD 0.0 0.0 OA OA O.0 O.0 O.O 0.0 0.0 O.O p.0 O.O 0.0 O.0 0.0 O.O O.O O 47.90 / Cutchogue, NY 0.0 O. OD OA OA 0.0 OD 0. 0 '0.0 0.0 0.0 0.0 0.0 ..•O.t� OD 0.0 0.0 O 0.0 0.0 0.0 0.0 O / 48.17 / p° a ov 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA '�•O.O OA 0.91"', 0.0 0.0 0.0 D.O 0.0 0.0 0.0 0.0 0.0 / / /48.40 0v 0.0 A OA O. OD OA OA 0.0 OA �'D:b 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .O �a / / a� cp, A',� 1600 �- S TE LIGHTIN6 PLAN a.a a.a a.a 0.0 a.b 0.0 0.0 a.a 0.0 0.0 as ba 0.0 0.0 0.0 0.0 .a AND DE TA 1 L S a vat/ 48.03 �s 0.0 OA 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 e� O. OD 0.0 OA 0.0 OA 0.0 OA OD OD OA OA 0.0 0.0 .0 I SITE L I �HT I NCS PLAN AN / 48.54 T ` Fso� �O OA 0.0 OA 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.14 48.10 ��'� / JL +S ® DATE 90 9 A� Q V P- I------- - ---- 7 �� oA 0.0 0.0 R= -�q ��q 0.0 oA a. / �G�a$A° �,� = 3�' AUG 0 3 2020 FA a mc�A a 120 oy O �� e° o9� ooh ,� oA 0.0 0.0 .O °JQ,A, A5 NOTED -- - I OF I F 'moo � Southold Town S C A L E !!O 0 %1b-p a /x 48.42 Planning Board DRAWN BY b 48.68 CHECKED BY 00 C C, DAA DiGiovanni & QA Associates 0 0< Architects 0 0 26 preston avenue sea cliff, ny 11579 Al� (516) 671 - 3624 /�/ �` \\ 'f%! �' —, ,, _ I' fax(516) 759-7138 4: LQ(:,A710N ERE:D q X #/ Z, Aw X -7 /8 ------ LP\x, N 61" / / 1 5 5 J E D PRPP H 1/2�/20 TOWN PLANNIN6 [)EPIT 4 KEYPP R TS*— A CE-S IL q,EYPA^ L.P. PROP, oAek ppo, c c KEY_PAa— U COVERED EXISTING ENTRY 01 20' WIDE UTILITY EASE-VENT v. ns p V, Cyt LP. ca E3Q1LDINQ:JA- 0 i.P. MINI 5TQRAQ---- BUILPIN12\ 0 ,n w I" I I k" #t IY��515 FF Ist FLOC S.F. 2nd FLOOR 31,450 5-F. TOTAL tr F.F.EL+42.6 (NO KATEWSANITARIO) 0 COVERED ENTRY 46,91 47.35 210 0) 47.61 MINI 5TOP-A 1: BUILDING- 000 L.P. 26,900 5.F. 15t FLOOR MEET 26,400 5P. 2nd MOOR EXIST 53400 5F, TOTAL F.F.EL.+42-6 NO KAATr-"ANITARY) \4 (1 4713 & $ 41 V-1 e0' 47.36 5 1 0 N 5 GSE , /47,70 THESE PLANS ARE AN IN5TRIYENT OF 5ERA(E AND ARE THE PROPERTY OF THE ARCHITECT.INFRIMEMENT5 WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD(0NDIT06 AND 47,57 DIMENSIONS AND SHALL BE RESPON51BLE FOR FIELD FIT x M OUANTITf OF VM.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. VA �� 47,68 1�1 No Fork �° � 4802 Self Storage C) 65 Commerce Drive ve ` 47,90 Cutchogue, NY 48.40 SITE PLAN /4803 R E C F--,--1\1 E D 4/10/20 oil 51 TE PLAN 48.10 /- 0�20 V A T E ,� sp- 50 -0 AUG 0 3 Z A5 NOTAT Southold Town 56 A L E I OF I 74 Planning Board D+�AWN 8Y 120.23 x 4B,42 CHEC<EM SIT, DD DA DiGiovanni & Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 F- — - - - - - - ONS ID DIG C GENERAL OFFICEAREA j C3 Or to Tollt.LT 112111120 TOWN FLANNIN65 DEFT L -4 C3 MECHANICAL ROOM ELEVATOR MACHINE L MACHINE ROOM ELEVATO MACHINE ROM L 0 o tF� \—HALL PACK LIGHT FIXTURE MTP a 121-0" AFF (5EE 51TE LIGHTING PLAN t ELEVATION5 FOR INFO TYP.) REV 5 1 0 N 5 FIRST FLOOR PLAN THESE PLANS ARE AN IN5TRJMBT OF SERVICE M9 ARE THE PROERTY OF THE ARCHITECT.1WRINOEMENTS KILL BE BUILDING A 5M11 If–oil PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CMITION5 AND DIMENSIONS AND SHALL BE REBPDX515LE FOR FIELD FIT AND a)MTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR W ERROR OR NIE55LIECT ON HIS PART. Nor d. Fork Self Storage 65 Commerce Drive Cutchogue, NY 15t FLOOR �LAN BUILPIN6 - A 4110120 AM, R E C FE-I V ED DATE AUG 0 3 2020 A5 NOTED S 0 Ll tho-1—dT-6-w-—n SCALE 2 OF I Planning Board 511, DiGiovanni Associates Architects j 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 _BED j p.DI zp`���\ j I 9 78 169 P� F01-NEWLi �O •`/tel , ( - I 155UEED 1/:21l20 TOWN FANNING JErT f I, F— i o T E-:: DN � � N I i u REV 1510N5 �'�" �I I I �I THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE 1 S L 1.»�C' `� FLOOR FLA' ` J PROPERTY OF THE ARCHITECT.INFRINSEMENTS WILL BE p`-2 BUILDING - A 3/32" = 1'-0 �D CONTRACTOR SHALL.VERIFY ALL FIELD CONDITIM AND DIMENSIONS AND SHALL BE RE5PONSIBLE FOR FIELD FIT AND GUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR XWLEV ON HIS PART. N orth Fork- Self Storage 65 Commerce Drive Cutchogue, NY end FLOOR PLAN 5ULNG - A p—�–_ 4/10/20 E _x. ,F ATE D r — I a,. AUG 0 3 2020 A5 NOTED —_2020 AS Southold Town A L E Planning Board DF�AWN SY �� CHECKED S1' DD DEl 0 C Associates 2� , Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 I I it fax(516) 759-7138 �ERED AR I i i '�F NEW I ( 155UEiD 4 i 1121/20 TOWN FLANNINO DEFT I 0 o I I i I I I ±�I o i I 0 � I ELEVATOR MACHINE ❑ ROOM ELEVATOR MACHINE I ROOM I ME(HANI GAL ROOM FL)1\1j J 0 0 o Q o 0 0 \—.—NALL F'AGK LIGHT FIXTURE MTO a 12'-0" AFF (SEE'. 5ITE LIGHTING FLAN 3 ELEVATIONS FOR INFO TYP) 290'-0° RirV 1 5 1 0 N 5 THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE FR#OPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE FRO5EWrED. � CONRACTOR SHALL VERIFY ALL FIELD CODTIOZ ANDFIRST FLOOR PLANDIMEN51ON5 AND SHALL BE RE51"5I13LE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ��� BUILDIN6 - B / ��� = I�MD•� ;� ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART. North Farb. Self Storage 65 Commerce Drive Cutchogue, NY 5t FLOOR PLAN LD NO RE ET\!ED AUG 0 3 2020 I DATE �—Southold�owr. f�lanning Board A5 NOTED SCALE 4 MANN B11 GHEGI4ED BY ✓�� f r1 r C Associates Architects 751-011 26 preston avenue sea cliffs ny 11579 (516) 671 - 3624 fax(516) 759-7138 i G\S�ERED qR 1 t Op NEW �j. _ I Ij -� 155UE: G /2 ! O TOWN PLANNING DEPT � I if if I � 1 r c r _ DN if j , ax I aaa-o° RE V1510N5 THESE PLANS ARE AN INSTRUMENT OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRIN6EMENT5 WILL BE CONTRACTOR SHALL VERIFY ALL FIELD CONDITION AND �'''} DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT S E Ce O N V FLOOR PLAN NO QIJANTI TY OF WORK.NO ALLOWAW E SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR A-4 EWIL©INe - B 3132" = 1'-0" NE6l.ECT0HIS PART. North. Fork Self Storage 65 Commerce Drive Cutchogue, NY 2nd FLOOR PLAN V LDINO - E3 R E C F-Yk ` ' " D 4/10420 AUG 0 3 2020 I DATE Val Southold Town A5 NOTED Planning Board DRAWN BY Jb rl C METAL ROOFING (TYPJ DAA M7 12 DiGiovanni & X 4'-0" NINDOVO�. N'ATHIER VAN�- (TYP.) ,12 � C� 12/� 'l IN METAL FRAME h A::� -ELEC'TED 10 Associates METAL STANDING 5EAY1 (TYF. ALL SIDE5) F00-71N6, 'TYP-) 't O.H1 C.H. ij- I II-I I lI I ► 'iI I 'IIIIII ®-siI n_ Architects El IIIIII I,IIIIII IIII'II III lI I IiI - i , I IIII II III�IIr IIIIIII II II IIi IIIi it II Ne o 26 preston avenue sea cliff, ny 11579 PR (516) 671 - 3624 fax(516) 759-7138 TO PLATE i L -LLLL -LL 70 PLATE EL. +20'-0 EL. d� TO 2rd FLOOR 7 04LTF F TO 2nd FLOOR II ==4 ist FLF 5LA5 — ------ NEI TO 15t FLR 51-Ar' DA W, EL. +0 0' PATLIM E.L. 40'-0' 11E D METAL" 1 5 5 SIDING(IYP.) METAL LEADERS 4 J NALL PACK LIGHT 1/2ll/20 TOWN FLANNIN5 DEPT GUTTERS 40'-0" O.C. FIXTURE (TYPJI (ryp,) NEST ELEVATION A-5 BUILDING - A 5/52 if-oil 4_ METAL ROOFING (TYP.) HEATHER VANE (7YP., 12 AS SELECTED ' ',4'-O" X 4'-0" WINDOW 12 ---S- IN METAL FRAME till V1 (TYP. ALL 51DEW METAL 5TANDINO BEAM O.qLJL�� -1 'O.H' ROOFING (TYP.) El ------ if TO PLATE TO PLATE EL. +W-oll 201-011 EL. II cy TO 2nd FLOOR TO 2rd FLOOR EL. +10'-5" EL. +10'-b" TO 15t FLR SLAB E �] TO Ist FLR SLAB all il -1 DATUM EL. +0'-0" 1, H DATUM EL. +0'-0' � WALL PACK w0ml METAL LEADERS 4 METAL FIXTURE, (7*fP,) O-UTTLR5 40'-0" O.C. 51DIN/6,(TYP.) (TYP-) EAST ELEVATION HALL PACK L10-HT LEO-END A-5 EX)ILVING, A 11-011 A RAB LIGHTING LED MODEL NPLEDtY 5000K HALL PACK LIGHTING FIXTURE, MOUNTED 12'-0' ABOVE GRADE HOURS OF OPERATION DUSK TIL 10:00 FM (TYPE "A" - TYPICAL FOR Ill) R E V 1 5 1 0 N 5 4 -k RAB LIGHTING LED MODEL NPLE0.26Y 5OOOK WALL PACK THESE PLANS ARE AN IN5TRYr-NT OF SERVICE AND ARE THE LIGHTIN5 FIXTURE; MOUNTED 12'-0" PROPERTY OF THE ARCHITECT.INFRINOEMENT5 WILL BE 12 ABOVE GRADE PR05EWTED. CONTRACTOR SHALL VERIFY ALL FIELD C401TION5 AND 12 HOURS OF OPERATION DUSK TIL 10:00 PM DIMENVM M0 SHALL BE RESPONSIBLE FOR FIELD FIT E0 (TYPE " " - TYPICAL FOR 15) AN QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE 1 ON THE BEHALF OF THE C-ONTRALTOR,FOR W ERROR OR NEGLECT ON H15 PART. META METAL 510INC7(TYP.) 11 SIDING(T`YP)Ell 11 North Fork 1:2 12 1:2 Self Storage 1�1- I if 1� 1111 111111111111 1�111111111111111111111 11 11 11-11 TO PLATE TO PLATE 155 Commerce Drive Cutchogue, NY TO 2nd FLOOR N 70.2rd FLOOR EL. +10'-6' ELEVATION5 TO IEt FLR 5L TO 16,t FLR SLAB 5ULDIN5 - A DA MEL. +0'-O" DATUM EL. +0'-0" HALL PACK LIGHT HALL PACK LIGHT FIXTURE (TYP.) FIXTURE (TYP.) 4110120 R E C P A T E NORTH ELEVATIONAUG 0 3 2020 1 A5 NOTED SOUTH ELEVATION A-5 BUILDING - A 11-011 L--S�h 2-70—wn-- 6 C.A L E 6 OF I Planning Board PRANN Sil jb DID 1 T.H. FItJ. GRADE EL. 42.0 TRAFFIC BEARING bb F.F. EL. 42.6 TRAFFIC BEARING TRAFFIC BEARING C.I. COVER_\ . 6" REINFORCED o C.I. COVER C.I. COVER EXPANSION JOINTS N,r") TE APRON / 11 II EL. 42.5 f / FINISHED GRADEW/ 6 x6 6/6 NWM �19 Of on, \�,�\ �\� �,�\�,�\�,��, \�,�\�,�\�,� - 1 1/2 O c1' MIN. - 2' MAX. N, ��� MIN. 1 4. 1. ° 24" "-24` 3 �cl? 4` N MIN. EL 37.49 DO a' • ' ' ' t' - "d • • / `S2 39.07 EL 1 a" 1' TRAFFIC BEARING LIQUID LEVEL �p N ~v ;. : '°' . ' rr " U R J 0 38.77 4" � /� 12 PAVED v 0 s� �4�! III ^ 38.27 cj EL ❑ ❑ ❑ 4"@1/8-PER FT. �Q T10'S °. 2-6 4' 0" DRIVEWAY Q-131 =25.00 `� 37.19 m 4"INLET I � C, 90`I/ O�� / 'QO 0, � L 21.03' ` ❑ ❑ '� I/4P PER FT. DROP TEE 1 00 / \�/ '•'"---Q 11z_ n O EL 31.19 I ? OFA ��/�'�� SECTION A-A • + O I BACKFILL WITH CLEAN SAND & GRAVEL 3' MINIMUM TO HIGHESTL O � Q G� p EXPECTED GROUNDWATER _ T CF A �ST0 �� SEPTIC DETAIL 8' DIA . tiF of PROP. 5' ` ,kms WIDTH OF PAVEMENT E / �4 Q 4/,S'/- ASPHAL / � T / SEPTIC TANK DETAIL ' S"� Gi" EL- t- 3 �e`\\ _/ e'"_ /c h r ,yq APRON (1200 GALLON TANK) N EXPANSION JOINT c; sro F, ,yA� � Q. 9 N � LL R 11 i Of 1 0 h/CONTRACTION �'.�� �, C.I. FIC BEARING R°p0 I </ JOINTIt O SYST. No. 5 �G I ��P0� FINISHED GRADE P� RP\� � E _ SYST. No. 1 O' TOP EL. 40.7 �'1 �Q �' N ��° 0. o _r p \_EXPANSION TOP EL.(40.4) 1 3 ( ) O (�Q, GP REINFORCED PRECAST �oQ <E�_ U 1 NI) �� "tiA1 \ CHIMNEY (AS REQUIRED) �G � n JOINT FNo * X145. , MINIMUM SLOPE D REINFORCED \1 0 ® GQ PO 1 1/8' PER FOOT x rTRAFFIc SLAB 2� 5 4f . I I - I EXPANSION MIN. WIDTH 24 EXPANSION �"�' �0 �\ G INLET NOTE: _ - f 6 I o � � \/ t" PIPE TO BE MINIMUM \� KEY MAP JOINT JOINT X A05 Rpm 0 9��,0 \ a JYj ®� 2400 CLASS PIPE \ MIN. WIDTH 30 NE "� 'p �Oo q0. 9 I m o j ®®Ir a \ o F/�C m s��, .O �� ;n rnr rn. w N SCALE: 1" = 600' A O , TC �� 'A� N V) / r ®®®I~ 300 SQ. FT. o \ 1n LAN 4 o y 3 MIN. ®®®®� MINIMUM w K, P .* I L� C 2 F L.P. o - COLLAR ®®®I� > - 5 C - CONCRETE APRON DETAIL �2 �• (42?' \ ��� I'�\ w ' ®®®®®� w � w o POP +� , : ®®®o®�- ®®® \ R s \-� - I ®®®®®®®� w L CURB s ®®®®®®®®� 15'-0" (FIRE GATES) T Q o 16'-0" ENTRY GATES SYST. No. 2 C(4 N L P� k1 % 1 ®®®®®®®®IG CD ( ) _ TOP EL.(41.5) C 4 1 DOUBLE SWING GATE � C \ ® 8'-0" DIA. (TYP.) 6' MIN. PENETRATION o PROP (41• \-/ 3' MINIMUM TO HIGHEST INTO A VIRGIN STRATA 55 X I • Q_4/w - 9 EXP. \ EXPECTED GROUND WATER OF SAND AND GRAVEL �3 I OF J/ DIN.11 SPA C fS >� / ✓ \; T�2 D.W. EL. L P�P / T. SANITARY LEACHING POOL II � 42.3) CV � / � TC(41. I/' KEYPAD & � GQ• ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL X _N 20' M11�1. • / PROP. H.C. w r `L \ WITH A 3' MINIMUM COLLAR X3.2 if I ! RAMP z / ' 20, �� POP. � �� � PROP. � + ID RAIL \ K YPAD bll\ 9 Sp I L.P W �P�OP h + ACES I 6P� q'5 KEYPAD PROP, nl o YST. No. 1 • 10 �X - oQ' J��` 1-1 � o '�\q )" C 41 N TOP L. ) e• .I / Q� \ S F �ti. 4 / . � P 0P. 0' / \, �' I � �\ / .T. *PROP. 6 >. 2C 01 CO / CL pROP• W QKEYPJ4D- � \ X04 O O �9 i� \ .ASK _ _ - '�'SYST. No. 12 \\ \oo ��1�\ '.X�, ��• O • Al I/' / \ 100 0, - C 4� TOP EL.(41.5) ® 0. \ 9� I • � J'] / -. , GATE STOP I I RID l \ P C 4?4) ACV 110 ® \ �'y �f,� s�F . -< O1,t-00/ x N ��f \ JS*OP. ,5 70, MIN. V �, � \ �2C 6 . Aj 0 'A 1 �, , \ F/_OOR 0 S.F '' Riper D.W. EL. \ x ° �_y 7 '1'0 11 11 Q / //a S oR F�OoR FIDE o N ��� (41.8) � G � COVERED co / 1,2.` qGE 0� /cV r �9 \\ 9% EXISTING • Ifl CHAIN LINK FENCE GATE I ENTRY o ER i z / \ C �5 �� D.W. ECS ;00 \ 20' WIDE cV *ati Q / \ - - �O o • .1) �� \ HEALTH DEPT. APPROVAL STAMP O Z / \\ /,- �1\ 24.0. J r J R,, Fo \ \ X o. UTILITY / � '� i/ ��,h s� \ EASEMENT SEI_ PLAN FOR / Q N% x h "o / \ / Q I' I. � APPAPPROPRIATE O .Ok5l / Exlsr \ // \ -_ ® s \\ ( O�' 4TIN " CONCRETE COVER / \-,/ Z 15 aSYST. Nb. 3 # POLE \ / h \ FINAL GRADE WHERE APPLICABLE Cp � _ '� °) �' 4 (©�p TOP ELl{41.9 TO BE N SYST No. \ ��� ,1\�� L.P. O J REMOVED LEXIST IGHT .� TOP EQ41 A) � /\ �Y .� \ (� �1 CONCRETE BRICK WITH / p J dv � bN / R a �p MORTAR & 1/2 P.C. MORTAR p h5 POLE QL \ A Q #5 BARS ® 6" EACH WAY O � � TO BE O0 O \ �Qo \-,/ O Pt-' / �O REMOVED ,,26 \ \ L.P. . . I I ' •.:'' N � S'0 9.0, o JO�W + o D.W. EL. e *�� \i DaW. E 9sQy . . 6" PVC ROOF DRAIN -i 0 C� (4'2.0) \ . • • • • • • SEE PLAN & STRUCTURE � �6 0' M � � p Q (42.0) \ R �, • • • = 12"-ADS SCHEDULE FOR MORE INFO. IT �1 N C)Q �O Q \ \e ,9 �� /y \ / a ( STORM I . � \ D.WI EL. � 'T ��Nc 0 p '101 m \ `'O \ Fo \ ( �°r .� . • . . Z .• .. I ®L DRAIN '-�`� 3'-0" WIDE SAND & GRAVEL co 0 �2 p Q� `r \ O' ,_, / w Q I. I rn= - RING I I COLLAR ALL AROUND cv \(421.1) 0-� ���O . w \ p. \ I -9,. \ \ / . w �- SYST\ No. s 1 `�' 0 I ':: . I ®mi®®®L 4 I \ C'E' O Q \ O ®mI®®®a I L.P. J/' l \ 20 \ TOP EL�(41.8)o, I ®=Irn®®®L V) d 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ®r-!!im®®� © R/D_G,E / -� N, ro� M �" a p \ + �.6 \ O. \p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �* SEE:DRAINAGE`CaLCS: g0 4 L/NE ^ aj R/\ �. \\ �\ 5 016 rk GROUNDWATER N _ / N __ `4 ,D v / /� a +� __ \ D.W. EL.� +g?� \ \ • . .:••./ � / '44, e (42.15) \ h \h1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 COVERED to / � \ � r'O \\ Ql��,� �f'io��, \\ Q`°ti \• . . . . . . . . . . . • • . . . . . DRYWELL ENTRY Q /� _ - �. "I SYST. No. 1 O• \ F4 %DEW L. �. 1 . . . . . . . . . . . . . . . • a' � o �� m _ TOP EL.(41. \ tiF { ,0): . : . : . . . . . . . . . . . . ,�. . . . . . . . . . . \ SYST. No. 10 Hyl /. ./. . / / CD s � TOP EL.(42.1) ��% . . . . . . . . . \ . . . �. . . . . . / . . . / q3 9� 4 / 1 \ L . . . . . . . . . . . . . . / . • . . Q SYST. No/ 4 40 a - . . . . . . . . . . . . . . / / ./ // � � TOP EL 1,41.9 R 1-1 \ . . . .O . ./ ! // / \ Foy ��. . ' . . .. . �!, . . .���/ / • o \ �, . ° / D.W. EL. LIGHT // \IEXIST r .. . . . . , . , . ' . . . . . . . . . . . . . . . . . . .�, . . . / . I - ./ // + co•O / (42.1) TOEBE / 1 R • ! +F',. \ . . . . . . . . . . . / - . .�P_/ // \ \ (To co / 3S RENO bti� D.W. EL. . . . . . . . . • . •. , . •. , . • . G/ . . \ Z .0 N ��, / ! * (41.9) �. %/ . J �6_� �+ \ © .26 ® / R ���QP // �'A G o0� / . . �. +,�%/ . GO �� 47.01 l / lb / 5 �/` <�r\ \. / \ \ C� I / . . . . . . . . . . . . . . \ / / NN L.P.k�6) D.W./EL. •p/\ // +ati� �J cj , PF �'1'. l y / -r // I -� 47.43 MEET (42.h) o cF / FO & Qp �P,`o / r . �. / 6 ,� b \ EXIST. / cn F`' ,� O� / Q o , PPG' , ' �� \ . . , ' / /�A \� F,o 6°� + \ N / N55 PG 4 Q��' �`b / Q-o �� o�off'o� D`L'o ��P �Zr'� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j / �F' 0/ * , F h . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i i / �� 7 \ w / + 1Q SYST. No. 1 ,ati/ , \� Alx\ 0 Q� � 1, / ,r `�s \ 3 `- / 11rr to TOP EL.(41.9) 4 e, C. vp . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SE / �'� \ A, 16 a 300, / I'.� oOP� I\ O G'00 F� ,��/ a I %�' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�� • • . / \ � a. �' • R O I �P �F / . . . . . . . . . . . ,/ ,�. ,i / \ + I NE ��P \ ����j, o �Q� / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .•EXIST . . . Z. . ./. . . / ��1 \ � RmGE_. 45 , `1' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / \ \ \ 1 o \ L� 11 •w0Q. Q h51(`� Z �7? ��� ti° \ �� �1 / . . . . . . . . . . . . . . . . . . . i. . . . . . . . . . . . . . . . . . /./. ./ ,// 47.13 / o . I x ' \ 0°' SYST. No. /J . . . . . . . . . . . . . . . . . . . . . .. . . . , . • . . . . . . ./'k`�. . . . . . .� . . . / / ..+ . .\ v o / � 1 �4 � 49 \ TOP EL.(4'1.9 o1 . o . . . / . . . . . . . / . / ,l 47.54 G \ . QN I V D84NkCD qCe I D. kh \ • /1b . . . . . . . . . .. . . .. . . . . . I .. . . .. . . . . . . .. . . .. . . . . . . . . . . . / . . . . ./ - . . // / \ � Q ./ ./. . / . ("I rrj �,p . . . . . . . . . . . \ b1 . ® Q��'' \ dR, / \ . j / . . / / / �> �`9 . . . . . . \ . . .\ . �. . . . . . . . . . � \ /. . . . �. . . . . . . . . . . . . . . . . . . . . 1 . . . � . . . . *n- ' . . ./ . •6' 'v \ R. . . . . .__ __ !. / EL. 41.0 FA �.,. �9 SYST. No. 6 . . . / . . IF \ . . . . . . . . . . . . . . . .. . • •\ &�. -op . . . . . . . . . . . . P EL.(41.9) \ _ 90, /. �\" _ . . . . /. .. \ yl D.W. EL. / a°° . .- . -.- y � �. / . . /� TOPSOIL _ .. . . . . .<91.it,\. \. . . \ �5� O {42.1) //. �'����, ./ ��ro / HEAVY in � . I \ FNC . . . . . . . . . . . . . . . . . . . . �Q�`�. G ✓. . . Q LOAM(OH) \ .. . . . . . . . . .�. . \ �. \yF op' //. j!. . . �' 47.36 / \\ .F/ . . .0 1 1 J� `kv /4b . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. l� 47.70 LEGEND \ . . . . ( RF. . :�. ��. N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . � 9IF. o. . . . . .�. . . . . . rrs 2S Q��� . . . . . . . . . . . ! . Q�� SAND & Fo . . N, . . . . . . . .*ae.. . . . . . . . . . . . . . .�. � s � . .\. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j�. . . . // �Q� / 11 GRAVEL o - . . . . . . . . . . . . . . . . . . . . .�. _12?T4 \PROPOSED LANDSCAPING �1 Ir \ / I <' \• . j j GJP / Dc (SP) I �� '� . . . . . . . . . . . . . . . . . �.\. . .:. : . : . : . : .�. . I. . . . . . . .o I-P �o cr . . . . . .\. . . . . . // . . . ..,/ / �e * PROPOSED WALL LIGH o S . . . \ . . . . . . . . . . .G. . . . . . . . . . . . . . . . . . . . . . . FA �' . 0 _, •o- D.W. EL. . . . . . . . �✓ . . . • . . . �. . --�� PROPOSED SIGNS 17.1S . . . . . . . . . . . . .. �� 41.9 J� . . . . . . . . . . . . . . . . . . . . . . . . . '76, . . . . . . . . . . . . . . \. . / . . . / . 0 . . . . . . . . . . . . . . . . . . F� 1% ® �, \ . . . . . V / 1\ • PROPOSED CONC. FILLI=D BOLLARD . . . . . . . . . . . . . . . . . BOO . . . . . . . . . . . . . . . . . . . y�y 90 w 5Q . . . . . . . . /. . . . 1K / I . . . . . . . sS \ P . . . . . . . . . . . \. / j. �Q / NO GROUNDWATER ENCOUNTERED PROP. TRANSFORMER PAD . . . . . . . . . . . 9tC +p5. QQ' . . . . . . . . . . . . . . . . . . �O ././. l 47.57 ; . . /. . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . Q� . . . . . . . . . . . . . . . . . . . .N . ,. . . . . . . . . . . . . . . . . . . . . ./ . . . . / TEST HOLE �2 -D PROP. DUMPSTER / . . . . . . . . . . . . . . 0 • \ 1�a/ . . . 1-1. \ oo . . . . . . . . . . . . . . . . . . . *ja. ./. . �, )/47.92 NOTE: .\ ' . , - , - , . , - , /. \ . ./ . . . I ' TEST HOLE•AS SHOWN ON MAP OF �o \ I' Ff SYST. NO. 7 Ilk SYST. No. 8 x (j /0 i/ NORTH FORK INDUSTRIAL PARK AS NOTES. �� /. . . . . . . . . . . . . . . . . . . . .�� . Q � TOP EL.(42.1) . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . / O FILED 1/27/2005 FILE #11215 .9 /. . '�. TOP EL.{41.9) \ /. / �0. /��q/ , 01' APPROVED BY S.C.D.H.S. 12/30/2004 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON �,r� . . . . . . . . . / . . . . . . . . . . . . . . . . . . .00h. 'Qin�s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . / . . . . . .. MAP OF NORTH FORK INDUSTRIAL PARK. F� ss �� yo' s. /•�. h / �� / 2. THERE SHALL BE NO ACCESS TO DEPOT A� /. .��. ��". GAF �� . . . .\.\ . . . . . . ! . . . ��° `// 00 / / LANER9 . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I'll / . . . . . . . . : . . . . . �� �, �Q a / SANITARY CALCULATIONS 3. STORAGE BUILDINGS C►0 NOT CON . . POTABLE WATER OR SANITARY FACILITIES. . . , / � '. • • •. . �`%t . . . . . . . . . . . . . . oo`'. 47.68 1`50� / DESIGN FLOW 4. SOLAR PANELS TO BE: INSTALLED AS / . .Q. yo. ��` AREA OF SITE = 3.7386 ACRES PART OF PHASE 3 C/ / � . . . . . . . . . . . . . . . . . . . . . . . . . . • . ,� �g�' b / ARTICLE 6 ZONE DESIGNATION = IV 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. Q -0Rs ./ . . . . . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �i ��� . . . . . . . . . . . . �+. . 1 . 1 . 1 . 1 . • . • . • . . . . . . . . . . . • . / / 48.02 / ALLOWABLE FLOW! PER ACRE = 600 G.P.D. G . . . . . . . . . . . . . . . . . . . . � � J / DENSITY = 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE ' e ' �' * "S' � / DESIGN FLOW Fq 5: . . . . . . . . . . ..\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / • 06 / / NON MEDICAL OFFICE SPACE = 300 S.F. x 0.06 G/S.F. = 18 G.P.D. // /48.2 O R,� (\ S . . . . . . . . . . ��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./.. / / / ��� SEPTIC TANK `o. '�>� \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z. 5� / / REQ. CAP. - 18 G.P.D. x 2 DAY FLOW = 36 G.P.D. DRAINAGE CALCULATIONS • • • • • • • • • • • • • • • • • . . • . • . • • • • • • ' ' ' • ' ' ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � tx / / / Q PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. Fq Q's2 � Q,�, �$ . /. Aj . . . . . *a. . . . . FQ / / / LEACHING POOL Op' / / / / REQ. SIDE WALL = 18 G.P.D. _ 1.5 G.P.D./S.F. = 12 S.F. SYSTEM No. 1 , 1. EFFECTIVE DEPTHI REQUIRED 12 S.F. _ 25 S.F./V.F. = 0.48 V.F. PANT. AREA = 1200 S.F. x 100% x 2/12 = 200' CU. FT. \ / USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. - - /� * �I"_90 - - - �/ USE 2-8' DIA. 6 V.F. EFFECTIVE DEPTH /. / / / SYSTEM No. 2 .\ .O j. / ` . . . . . . . . . . . OO. . . . . . . . . . . . . . . . . j / x 48.17 �. (o I HEREBY CERTIFY THAT THE WATER SUPPLY(S) PAVT. AREA = 2625 S.F. x '100% x 2/12 = 437' CU. FT. • . � . . • • • • • . • • . . • . . . . . . . . • . • . . • • • . . • • . . . . . . . . . • . . / / / / �� AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �' / ��' G� PROJECT WERE DESIGNED BY ME OR UNDER MY SYSTEM No.'s 3 & 4 . . . . . . . . . . . . . . . . . . -_ _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ f PAVT. AREA = 2565 S.F. x '100% x 2/12 = 42T CU. FT. > ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � - . ' ' ' 9 ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' / ' ' /I / / /^ 48.40 0 DIRECTION. BASED UPON A CAREFUL AND THOROUGH STUDY OF THE SOIL, SITE AND ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. S 0 . . . . . . . . . • . . , *"5 i . . // / �p GROUNDWATER CONDITIONS, ALL LOTS, AS TOTAL REQ. CAP. = 1202 CU. FT. •, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. ! /• � / / � PROPOSED CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CONSTRUCTION FA • • • • • • • • • • • • • • • • • • • • • • • • • . • ! ° // STANDARDS IN EFFECT AS OF THIS DATE. SYSTEM No. 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o �, .q�a . .exist. . . I. .� 60 / - r i / PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. •� . . . . . . . .WELL.Q . . . FORMER.TEST.WELLS i . . . . t1 / USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. R R `� HAVE• BEEN• ABANDONED I. i !• �Q / / RECEIVED I 3/19/2020 FA .I . . . . . . . . . . . . . . � . / / <1 !------ SYSTEM No. 6 rrj �' ' ' ' ' ' ' _/ Nr/ SIGNED DATE . I. • . . . . ' . . . . . . • . . . . . . 48.03 APR 0 6 2020 THOMAS J. BECKMAN, P.E. PAVT. AREA = 3440 S.F. x 100% x 2/12 T. 5A CU. FT. ESTIMATE OF QUANTITIES 's C' '/ , // 10/ CONSULTING ENGINEER USE 1-10' DIA. 9 V.FT. = 6"16 CU. FT. ACT. CAP. SYSTEM No. 7' COBBLESTONE CURBING 702 L.F. . . . . . . . . . . . . . O wEu� I o - "y � / �F}'/ Planning o Town 1814 MIDDLE COUNTRY ROAD �6 . . . . . . . . . . . .i. . . . . . . . . . . / / 48.31 �° Planning Board SUITE D PANT. AREA = 2990 S.F. x 100% x 2/12 = 498 Cu. FT. CONCRETE CURBING NONE ,z6, / - ='- - - - - _ X50 /// �/ RIDGE, NY 11961 ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. ASPHALT PAVING 50,009 SQ. FT. •ted, . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . .*. . . . . . . . . . . / . TOTAL REQ. CAP. = 698 CU. FT. WALKS 835 S.F. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • / / / NOTE: USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. FENCING 114 LIN. FT. o FA �, / 48.54 / ALL BUILDINGS WITHIN 150' OF PROPOSED SANITARY SYSTEM No.'s 8. 9 & 10 DRYWELLS SEE DRAINAGE CALCS. . ,z6, • . . • • • • . • • . . . . . . . . . . . . . . . . . . . . . . . . . . �tx i 48.10 /'�, / SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. PAVT. AREA = 2417 S.F. x '100% x 2/12 = 403 CU. FT. C� '`9p a / 11$� / 4 69 ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT. / 1-1/2" 1-1/2" ASPHAL TOTAL REQ. CAP. = 1048 CO. FT. SITE DATA �, oe // �� / G NtK /,P 0 H��E�yY USE 2-10' DIA. 8 V.FT. = 1()94 CU. FT. ACT. CAP. AREA OF SITE 162,852 S.F. Q / ° 0Q'1-1 / 0�' OWNER: c� ��H 6Fc 0 SYSTEM No. 11 FLOOR AREA OF BLDGS. 45,775 S.F. F 65 COMMERCE DRIVE, LLC >' ti 'i, PANT. AREA = 3160 S.F. x 100% x 2 12 = 527 cu. FT. TOTAL AREA OF BLDGS. 91,550 S.F. Asr °O� ��'���� R�7 , ' , ,��°� /� / N • ° A ° °• P.O. BOX 946 \ �- '�==� ,� v >f ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. TOTAL PERCENT OF LOT OCCUPANCY 28.1% ' `� G'O 4'25 3 JQ �°' /. ° ° ° o°• CUTCHOGUE, NY 11935 - •' . Tz �j �� L=1 20.2 / _ ° ° °BINDER COURSE° _ °• ° l" � IL / TOTAL REQ. CAP. = 1460 CU. FT. AREA OF LANDSCAPING 6,627 S.F. OR 4.1% �F 1a /48,42 USE 2-10' DIA. 12 V.FT. = '1642 CU. FT. ACT. CAP. �* ,op, / /" �. '; _, rF_ AREA OF BUFFERS 59,606 S.F. OR 36.6% 'O/f, 11 ) � �, � NYS DOT BASE COURSE PRELIMINARY SITE ��' 06� SYSTEM No. 12 AREA OF PAVING 50,009 S.F. OR 30.7% 1S J`' / PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 CU. FT. SCHOOL DISTRICT MATTITUCK ��'C, `� CONC i� �✓ ��� / 48.68 �,IVD �` USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. POSTAL DISTRICT CUTCHOGUE R�'ks TO 4 - / // /i�// // // // //�/i�//�//�//�//�//�//�/i�/i� SYSTEM No. 13 - WATER DISTRICT S.C.W.A. �, ��Q, EC 405 CONC. CURB // / �F, 48,85 STABILIZED, COMPACTED SOIL NORTH FORK SITUATED SLF STORAGE #3 PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 CU. FT. FIRE DISTRICT CUTCHOGUE ,/ ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 Cu. FT. TOTAL PARKING REQUIRED 94 SPACES ss // 48.34 � � ����'` TYPICAL SECTION - ASPHALT PAVEMENT CUTCHOGUE TOTAL REQ. CAP. = 2257 CU. FT. 0 USE 3-10' DIA. 11 V.FT. = 2258 Cu. FT. ACT. CAP. TOTAL PARKING PROVIDED 94 SPACES � ,�G � NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS EXISTING ZONING LI // s / � I �`' I TOWN OF SOUTHOLD, SUIFFOLK COUNTY, NEW YORK SYSTEM No. 14 USE PUBLIC STORAGE �� moo �� S.C.T.M. 1000-096-01-001.3 PANT. AREA = 4115 S.F. x '100% x 2/12 = 686 CU. FT. 48.60 ° g ROOF AREA = 6200 S.F. x '100% x 2/12 = 1038 CU. FT. // - F, �F`� cJ� R-1� PREPARED BY: PREPARED FOR: TOTAL 104 D1A.P9 V.FT.24 i`547 CU. FT. ACT. CAP. PARKING REQUIREMENTS ,� // 48 78 GO G FINAL KENNETH H. BECKMAN, L.S. MARTIN KOSMYNKA 47.54 GRADE SYSTEM No. 15 OFFICE SPACE = 300 S.F. - 100 = 3 SPACES O m / \��, SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 CU. FT. STORAGE SPACE = 91,250 S.F. - 1000 = 91 SPACES `� = / 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 ROOF AREA = 2667 S.F. x '100% x 2/12 = 444 CU. FT. TOTAL SPACES REQURED = 94 SPACES / °e 48 9h°'p� PAVEMENT SUITE D TOTAL REQ. CAP. = 931 CU. FT. ADJACENT z ') �0�. \ r RIDGE, N.Y. 11961 USE 2-10' DIA. 8 V.FT. = 1,995 CU. FT. ACT. CAP. o � �G SYSTEM No. 16 PARKING SPACES PROVIDED = 18 SPACES 0�' PANT. AREA = 5515 S.F. x 100% x 2/12 = 919 Cu. FT. LANDBANKED SPACES PROVIDED = 76 SPACES 7" SCALE: 1" =20' RRESVoS20NS: REV. 11/13/2019 20B19-19968 REV. 1�9j2019 8,9-,9969 DRAWN BY: KAK CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. / REV. 8/15 01a REV. 2 ,1/2020 820-2D103 TOTAL REQ. CAP. = 1033 CO. FT. TOTAL SPACES PROVIDED = 94 SPACES / REV. 8/10/2018 - REV. 2/18/2020 820-20103 REV. 8 15 018 REV. 2/28 2D20 820-20127 DATE: MARCH 2018 REV. ti 2 2016 618-,93S60REV. 3/5/020 CHECKED BY: KHB ROLLED ASPH. CURB DETAIL REV. 3/30/2020 B20-2018 / DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 2 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. / I I Ii . I - I I � � T.H. o0 VQ / 1 PLANTING SCHEDULE � O QUANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPER WOOD STAKES AS SPEC. (TYPICAL) Of 0 � - 10' HEIGHT FOR LARGE TREES 3 C 1 24 Q0 NORTHERN RED OAK QUERCUS RUBRA 2 1/2" 3" CALIPER 6' HEIGHT FOR SMALL TREES l � S 146 BLUE SPRUCE PICEA PUNGENS 3-4' HT. AND EVERGREENS ,(�(' / U �R `v O ��, P�'c Q PLANT 15 O.C. s �QO� ,Q WIRE WITH STRAPS AS SPEC. 1. a �r cyG =2rJ•00' 5 FLOWERING DOGWOOD CORNUS FLORIDA 2 1/2"-3" CALIPER Q9 O90<< 3" MULCH AS SPEC. 1-1 N m 43 � O CD 6" HIGH SAUCER o 0 1 0 Q � L 21.03' 11 LOWBUSH BLUEBERRY VACCINIUM ANGUSTIFOLIUM 3 GAL. CONTAINER o COQ bi_ FINISHED GRADE N= C)� / ��/ '`":'Q Q�� n O PLANT 6 O.C. FA /L�F1p � TOP OF BALL TO BE LEVEL \ ` c o //' NOTES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAPING �'1 v 9 WITH SURROUNDING GRADE �+ O °,r' 3 SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATED OR APPROVED EQUAL. 2� I (SEE SLOPE PLANTING DETAIL) 11 „ O ST P " t- PLANTING SOIL AS SPEC. " / Z/, \ 6 MIN. 6 MIN. F a PROP. 5 COMPACTED SUBGRADE I / V O v a ex�ST APRONLT / SITE G� _J 6 MIN. at:6" M N. etc, _/ �, qT EVERGREEN TREE= DECIDUOUS TREE • Q. ao Ros FR Mq,N PLANTING DETAIL �G , cj 0 Q• co; �` ,Q � oFA O „t,,,,_o� C 1.3 �� O P�1 \ 1 C) ��00 O1 G\S\,P ',a _ o� oNc. 4 ,�45. GQ Po �ti� 2S a15 p � a I t 1 Sbc + GQ MIN. ` I KEY MAP FLAGG NGD X A056 - RIQ� U/yf � `'� 11*4 $ ` ON 3 SIDES ) 3FlVC 0 AO•o SCALE: 1" = 600' m SANDBAG 0 O 0 O'�•.1.� ` �?� C 4? G W � j� L.P. BERM t�2 ,, X42 2) � \ �G� /� cet Q PR G +° p9 \ 1 NOTES: :blLATH AND OP, C(/ 4 ss w FLAGGING I 4 o RQ L.P. 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS Of A A (IV A� IS REQUIRED IN ALL LANDSCAPING. > O SANDBAG I . C 421 \ ( ® 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE � L n. t I o PROP k1,• \-/ WATER SOLUBLE NITROGEN IS NO MORE THAN 20% 10 MIL PLASTIC LINING I � EXP. � \ OF THE TOTAL NITROGEN IN THE MIXTURE ARE I I / 55 X ,,y 9 Sp PERMITTED; �5' I +° ACfs 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SQUARE 0 /17- O /,./i�/i. i FEET IN ANY ONE APPLICATION IS REQUIRED, WITH A O O " \\ . a ` � P POP / KEYPAD Q CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. �� I CV �� / �`� h Cr PER 1000 SQUARE FEET PER YEAR; \\�\`�\��\`�\��\`�\`�\���// BERM 2p' MIN. ® ! `L \ 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING 10 MIL PLASTIC LINING 2 \ $111, y NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN • �5 \ / PROP. l NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; PLAN VIEW SECTION A-A ��� \� K YPAD NO- 9 / L.P + \ < I ` / 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER �p�Op P \ + ACf3 � tvp'� \ \ � IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR BELOW GRADE CONCRETE WASHOUT AREA 4'5 K✓Ao R\`A �\ 8 ° lo;y,N Q�o . �? \`\/��2ONCRE A �� SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE * �O }� ASHG 1-1 $ i J ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE C1� 'P S 0 BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE L.P. o / 1 �\ \ POP. 8.0' +/ / �IREA g. >>>. '� 1/j, 00 PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, • / T pROp• S C) \ E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE Woven Wire Fence ,. p ,- '�6' , � O O MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH Section View / ROp OKEYeAD- \ Q � 'pj � 0 �9 Min t4-12 isuge whnzz 6'Mn6 I, / � O WAS C \ � L 6' A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF Filter Fabric co � ,(� \ m.2-.1h + + \ F ANEW LAWN IS BEING ESTABLISHED OR A SOIL TEST + M / \\ 100 )P- - - - -- ( i d`- , yj .!` '9, S, 0/ INDICATES IT IS NECESSARY. 36"Min Fence Poo Max Slope3.1 ++++++++++• AA Flow +++++++++++i+ V J / \ ` "Y C, `T/ \� `. �/ O� OOJ + + + + + + + + /' \ s � �- f +++.+.+. f + + + + + "+ �++`+'+`+`+.+,+•.+ �5?5 X / \\ 1ST O��00 SF �0 MIN• U `IT \ �yc� ro �I,, �"°'tic '� LEGEND • \ S2NoFROFr o \ co� ��� �c,, a / \ TOR C OOR E o Mni.ri^ioGround'c . COVERED j U, / qcc /N � � \ �'y,\ EXISTING TREES ENTRY o +°�"` OVER 9ti \ ti EXISTING z o Ov N � / \\ C 15 0, C) s9� \\ 20 WIDE PROPOSED 3�-4' BLUE SPRUCE ,� 2 m / \ / - - `'�.z 24. 2 o a1� � ,Fo \ 6 UTILITY xavated Topsoil O Q/ `\ // +0ti.' \\ ° s9 \ \ �` � EASEMENT PROPOSED SHADE TREES 2 1/2"-3" CALIPER Perspective View Tobe Plantedor Taped ``'� 5b 0� \ 0 `2.fts' Woven Wire Fe ce 4/ � 4 14, y/ � �, �Q (r J.o 'T 6 / EXIST \ / \ O / ,V `V `/ .L .V / � rI a / LIGHT / \ \ r (0 \. FJ / '� Al \ \ L.P. `1/ `V. � POLE _ � Filter Fabric glazed on inside. Q facing top soil pile. " ' / TO BEEXIST ' O O j �/ ` j bN / REMOVED LIGHT \ � `\ b \ / 1 q5• POLE A O z / •v W W Caoundlevel O c/ �• / - TO B YW pL6 O �. \` \\ r� \- L.P. W W,(eto/�_ W W ,oz WWW W W W W W W ^ N 9 O g / O O ,J W + O +�� \ \\ ��A"7 \ 1, /. . . . SILT FENCING AROUND STOCKPILED FILL Q i4j a res°, N o J �_z 'T \ \\ 9 ��� \ / , Not to Scale _JIB•+', / 0 J V O \ \ 9�Q ty . . . . . . . . . . . . . 15 � / Cv Co 0 (O � co\ +D."5 \ QW J Q \ 2 O � / O0 J0� � o 1 / �� �� 56 ti : \ � � Q 0) 'T C)Oi' 2 \ �0 \'' o \ ( O nr� c/) C4 D�ZO4Q� J � �0 \ 0, sA / W a. N \ / 2 O /� O W \ .0, \ \ 90 \ \ ./. . . . . . . . . . . . . . . . . . . . . . . . \ \ s a /\ QZ � � � � � \ \ . L.P. I `\ C 3Q 20 0, \ \\ g0 4 . . . . . . . . . . . . . . 5 / \ ^ ^, \\ +boa 15a \ / . . . . . . . . . . . . . . . . . . . . © /+"�6 c CO "� �' O \ \ �o° \O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9p / \ C)j^ ,1�4J• �\ o� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / \ + � + �\ \ � R2, \ \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . COVERED /l a �0• \\ S0, \\ 4. . . \. � . � . � . , . • . • . • .• . • . . . , .. . . .: . • .• . . .. . , .• . • .. . . . . . . . . . . .. . . . . . . . . . . ENTRY a 4 �� � \ .% k . �. . . . . . . . . ., . . . . . . . . . . . .. . .. . . ./ . . . . . . . . . . . . . . . . . . <. . :. , . ,/ . ' . ' . ' . \C` /. / \ G\ �V/ / / / IAJ . ./. . . . . . . /. . . -\// . / / \ . .N. . . . . . . . . . . FoO / \ M �. . . . �/ " / LIGHT /I \I f \ / v�./ ./ / \ O (/� CO Q POLE I / x 41. �� . . . . . . . . . \. . . . . . . . . . . . // . . ��/�V / + ���� .O / TO BE / '911 . G��. /. . . �,�, / \ C-fl .- / REMO ��.) ) ; . . . . .,`O. V- �. . . . . . . . . . / . .`�/I I / �b \ / 0 QPG� // /* �O ;,,,. r. . . - .6-/. . . co .4� -� �\ / / ti, Q , . 47.01 t, � \� G6 / . . . . . . . . �\� . . ��/ // /� �� / L.P.A5 63 / // + (1, 0J P�,o P i / Q.. . * . .y .1. . . . -_ __ / // 6�\ c\7.43 MEET o / . . . . ,. • .... . . . 3 o / SFO GF/ Q0 F/�� / �� . . • . Q� / � / � � \ - / � Q) o P .��- 7k / . . . . . . .%�. . . . . . . . . . . I . . . . . . . . . /. . / /11 /�'Qp F , b EXIST. � �� �' / Q O� P -\, `O �- �, . / � ,o �� + \ / ,55 QPG \� / QUO �� C)�p��p, ��o \'1 P / _ . . . . . . . . / / / / 9117- \ E / pati/ Z\ 5 \,•+ P� /� . . . . . . . . . :. : . : . . . . . � . / 11 \, + _j\ __j 300 / P�aOP \ �0� ��0 F �\P�F/ "<) . . . . . .. . . . . . . . . . . . . . ' . ' . , ; ,i,x . . . /! . /// M / �� / 40.01 \ ,• ��O �Pr / 41 ,. . . •. ek'S r .w�%D(IN f' . // . // �Q �6 47.13 / • O L.P.,\( y(� / / \ h5• `� O \ ��� / . . . . . . . . . . . . . ./. . . . . . . ./ . . . / / . . .\ V .*. � 1 *0 \ / . . .*. . . . . . . . . . . . . . * . pO,. / . . . . . . . / . / �l 47.54 . . . . . . . . . . . . . . . . . ./. . . / + l CgND \ / /. / / N EANkeD 26, .*. . . . . . . . . . . . . . . . . . / . . . . . . / / G ` . . . . . \ Q • Sp4cc O, oi_ \ . . . . . . . . . . . . . . . , .� . . . . . . . . . . /. . . . . . . /. . . . / F� A \ �/. + \ . . . . . . . . . . . . . . . . . . . ./ . . . . . . ./. . . / tK . O rrj 0R� . . . . . . . . . . . .\ . .61 * . \ ,R. / . . .17 * *' . . . . . . . . . . . . .// . . ^. . . . . / . . / / q `R� `,`9 . . . . . . . . . . .. . . .\ . k5.. \ P. /./. . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ / - - . . +a- . . .// . . 6+ S' V. . . . . . . . . . . . . . . . . . . . / 3z \ \ \ Ng. . . . . . . . . 0��. . . . . . . . . . . . . . . . . . . . . . . . . / / . . . . .� . �. \ / . . . . . . . . . ,t,40. . . . . . . . . .- -.- -.._ - __._ -.- . . . . . . . . . . . /�. . . / o ^,\. \. k5. \\ / . . * . .CI,. . .� . . . . . . . . . . . . . . /. �0�' . . . . . . . . . . !C` �.\- , - , - , - , - , - , 1 , -<(1 \� - � - � - . \ FVC . \ 0 /✓ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . . �e 47.36 / \ O / . . . . . . . . . . ././. \. . . . . . . . . .\•\. . . . \ \ 0 / .\. . . . . . FIR . *• . . . . . . . . . . rL \ / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /c 47.70 .7. / \ \ : cq�F . . .o. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� �P� / F� . . . . . . . . . . . . . \ . . . . . �'. . . . . . . . . \. . . . . / �� �� tK I R . . . . . . . . .0 920 cp \. /./. j/ F. ,. . 0 �� . . . . . . . . . . . . . . . . . . . . / \* . CF . . . . . . . . . . . . . . . . . . . . . / / FA �s \ °A 9�� .0- J�0 ' °. . . . . . . . . . ,, \\ >z� . . . ./. . . /. ,off • Fo G . . . \ . . . . . . . . . Q.V / CONSTRUCTION NOTES FOR FABRICATED SILT FENCE \ • • • �'` • • 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO • s�' • �y �5o '1114 P . . . . . . . . . . . .\. . . / FQ / TIES OR STAPLES. .�: � +n �QQ• . \\. . • `a\O . • . �/ • �•J 47.57 FENCE POSTS WITH WIRE E /. . . Q . . - . V' . / 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN . . . • . . . . . ' ' • ' • • • /• • / WIRE FENCE WITH TIES SPACED EVERY 24" AT TOE' . . . . . . . . / . . '� T \ • . • . . • \ , n � . . . ✓ . (. . . . . . . . . . . . . . .F . . . . . . . . . . . . 0. . . . . . . . . . . . . . . . . . . . ./. . . . / . 047.92 MID SECTION. � Z \ O' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN F.o \ . . . /. . . . . . . . . . . . . . . . . ��. . , . .� i./ . / . .1 0 /POI / H OTHER THEY SHALL BE OVERLAPPED BY R6, ). .`!'•� . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . !. . . . / . Q- ��,,- EAC goo . . SIX INCHES AND FOLDED. �'� 9� /. tL. \ /. . . . ��j� '�,`�/ 0. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED Rj �O • • 0 �s • • • • • • • • • • . • • • • • • • • \ • • • • • • • • • • / '/- 0� AND MATERIAL REMOVED WHEN BULGES DEVELOP FA 0 . . . . . . . . . ./ . . . . . . . . . . . . . C<)� . . . . . . . `O �. . . , . . . ' . \ j I h i / & / IN THE SILT FENCE. R� /. J 2� . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ` . . . . / . . . . . A9 V/� 0 . 5. PREFABRICATED UNITS SHALL 13E GEOFAB, ENVIROFENCE, f �` R9 . . l . . . ;�' - . . . *. �. . . / . . . . . . �p� �Q i //O P 1,�,P OR APPROVED EQUAL. / INHERE FENCING IS USED AROUNC, STOCKPILED FILL' . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . ��� `.v. . . . . . . ���/ 47.6 ` //�OJ� 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED / . d . . . . . . . . . . . . . . . . . . . . . .� . . . . .-* //�` / ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) �Go '/' ' ' ' ' ' I . . . . .* +) / /�/ / OR IT IS TO BE COVERED WITH A TARP. O �R ./ . . . . . . . . . . .�/. . . . .*. . . . . . . . . ". F, . . / / 48.02 / POSTS: STEEL EITHER "T" OR "U" 8 . . . . . . . . . . . �..r . . . . . . . . . . . . . . . . . . . . . . . . . . .�. /. / / / TYPE OR 2" HARDWOOD �\ /fr e • T. • ._1 ' '/ / FENCE: WOVEN WIRE, 14 1/2 GA. v F.o �II14. 5. . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; / 6 O // 48.2 6" MAX MESH OPENING O R, ( . >h FILTER CLOTH: FILTER X. MIRA,FI 100X. O� " �s P. . . . . j./ cue / / / 0�g STABILINKA T140N OR APPROVED EQUAL iso, \ ws . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z. ��5� / / Q PREFABRICATED UNIT: GEOFAEI. ENVIROFENCE OR FA � Q,, . . . . . . . . . . . . . . . . +ab,a. !/ �Q / / // / APPROVED EQUAL. a WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, �� �^� � * . . . . . . / MAX. 6" MESH SPACING. •RS �/ � / / / / 1�5 - _ O- /) /fC 490 - - - '/ "I . 36" MIN. FENCE POSTS, DRIVEN MIN. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . / / 1______16" INTO GROUND . . . . . . . . . . ` `. . . . . . . . . .�OOI . . . . . . .W. . . . \ . j / x 48.17 / �. ro 1. . . . . . . / / pc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . �./. / `G G�0`L .....7. . . . - 4 0 . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /c 48. . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . _ . . . . .. . . . . . . . . . . . . . . . . . . . . . . . �R �. 59. . . . . . . . . . . . . . . . . . . . . . . . . . /�/ /1�"� � . . / 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . ... . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I- . /� �� - . . . . . . . . . . . . . . . . . . . . . . . . . FA �, i. O,�F. /// �G° . . . . . . . . . . . . . . . . . . �, R� . N6 a. exlsT. . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ . . . . 60 / _ - / s •/ +• •W'ST-6 . . . FORMER.TEST.WELLS / . . . . tx o,� RECEIVED 1 R, � . . . . . . . . . . . . HAVE. BEEN. ABANDONED�. . . . . . . . . . . . . . . . . . . . . . . . . . .i!. . . . . . / Q / �� PERSPEC ____TL1 TIVE MEWF�� FoR R9 j.��. . /'1/ f / ���F/ f__-__ �s . i.. . . .. . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . ... ".� . . . . . . . . . . . / / 4s.o3 / 1\\/ . APR 0 F 2020 36" MIN. FENCE POST �� j WOVEN WIRE FENCE (14 1/2 GA. MIN., MAX. . . . . . . . 0 • • . . f . . . . . . . . . . ' . %/. ' . . . . . . . . / / �� �--- EXIST. . . . . . .I . . . /. . . . . . . . . . . / / O`!• / Southlotd Town 6" MESH SPACING) WITH FILTER CLOTH OVER_ WELL C , �{ R . /o /// / 48.31 j Planning Board Z 6+ i . . . -. ,� / g ��p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+. . . . . . . . . . . / N NDISTURBED GROUND Fq . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . • . . . . ° • . / / 48.54 FLOW 1z6,o, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / 48.10 4 / -------------_�_ �I i J/r / v EMBED FILTER CLOTH z �,S O` R 0O tK * // ��/�c, / 4&.y69 '�� F N E YO MIN. 6" INTO GROUND �� ��. �'e // O�� / �G��`��� OWNER: �P�'�� '�g�c �1- T . . . . . . . . . . . . . . . . . . . O / / �G * ,L 9 A, 7 / 65 COMMERCE DRIVE, LLC �cr,,,y-, z SECTION VIEW FA oo ���R��, /�� X00 // / P.O. BOX 946 `� ?) 0f Ro Go l`> G,, X4.25' - 3 JQvo, / I CUTCHOGUE, NY 11935 C� �' .r-"""'�.��� 0 SILT FENCE DETAIL �� �F •Pow L-120.2 / / �` v Z � CONSTRUCTION SPECIFICATIONS EXISTING /1 "I � ,� / EROSION CONTROL AND PLA\WtI1�_G ALAN AVEMENT 3' BOOR, `2, CONC /j/ O,G/ ��1�� / 48.68 STONE SIZE - USE 2" STONE, flR RECLAIMED OR RECYCLED CONCRETE 7' EQUIVALENT. , \ ;� �� e� 42 � ' ,/ , NORTH FORK SELF STORAGE ; 3 LENGTH - NOT LESS THAN 50-FEET (EXCEPT ON A SINGLE RESIDENCE LOT ��\�� ��\�� WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. MOUNTABLE BERM1r__-11 °S CONC. CURB . / / \��. 48.85 SITUATED AT (OPTIONAL) \'-FILTER CLOTH0 CU TCH OGU E THICKNESS - NOT LESS THAN SIX (6) INCHES. `S� / �'h' �°���,� I WIDTH - 24 FEET _ PROFILE / 48.34 / 1 �0. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING Z GROUND ii EXISTING / s / ��G TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK OF STONE. // T � S.C.T.M. 1000-096-01-001.3 SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- o / / Oma`/ 48.60 ��0� J�0 PREPARED BY: PREPARED FOR: STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING . IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. ••.-; ....'N' ,\ ,\\ ��t 47.54 // y� �� �C' G KENNETH H. BECKMAN, L.S. MARTIN KOSMYNKA MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION EXISTING ••1.2''MIN. / 48'78 GO P.O. BOX 946 WHICH WILL PREVENT TRACKING. OR FLOWING OF SEDIMENT ONTO PUBLIC AVEMENI `r ❑ SURVEYING AND LAND PLANNING RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED N / ��� 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. •;,,.' ,// �/ �/` / �' 48.91 WHEN WASHING IS REQUIRED, IT-SHALL BE DONE ON AN AREA STABILIZED � � / .COQ 0�tx SUITE D WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING z_ PLAN VIEW �c z � � G 0*.5 x RIDGE, N.Y. 11961 DEVICE. o PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED o ) 0G REVISIONS: SCALE: 1" =20' DRAWN BY: KAK AFTER EACH RAIN. / DATE: MARCH 2020 CHECKED BY: KHB STABILIZED CONSTRUCTION ENTRANCE DETAILS / // DRAWING: BB1-6564 JOB No. B20-20184 SHEET: 2 OF 2 T.H. FIN. GRADE EL. 42.0 TRAFFIC BEARING o O F.F. EL. 42.6 TRAFFIC BEARING TRAFFIC BEARING / C.I. COVER 6" REINFORCED ui o^' C.I. COVER C.I. COVER EXPANSION JOINTS -\ CONCRETE APRON O / p� EL. 42.5 FINISHED GRADE I \ \ W/ 6"x6" 6/6 N WM of 0O � 1 1/2 0 /!� 1' MIN. - 2' MAX. in - '?� 0 0 3 m � . � /�/� ' MIN. 14 4" 1' � 00 '24" 24" EL. EL. 37.49 .A : .• " t.. :.1' : a :.A.. ,� �j / U s� 1 39.07 3 L. 1 4"Ni TRAFFIC BEARING LIQUID LEVEL 11 tV �'�' > a o Iz- .a. 2-6 4-0 12 4\- PAVED R' �OQG 38.27 EL ❑ J^ 4„®1'@1/8-PER FT. �QOO ,Acyl » DRIVEWAY m l 37.1s =25.0 co 4"IN IET W O, O 1 SLOPE �� -i �� �Q Q� L 21.03 I1/4"'PER FT. DROP TEE I c0� o / \�/ ' ,..Q Q n O EL. 25.19 I I o OFA Q/L't1- SECTION A-A .•• O �j BACKFILL WITH CLEAN SAND & GAVEL 3 MINIMUM TO HIGHEST I - - - - P�- 00 Oj 8�C`1 0i -plp EXPECTED GROUNDWATER I- _ A • ST �P 8' DIA�-- �, o �, SEPTIC DETAIL WIDTH OF PAVEMENT / o � �°a � / SEPTIC TANK DETAIL S"� E Gl I 'L I L e� e o �\, �y1, T 'V,gT (1200 GALLON TANK) EXPANSION JOINT � x • Q X09 R Mq/� FINISHED GRADE TRAFFIC BEARING �' C.I. COVER 0 Of I y� � .a a E ) CONTRACTION h� op o_ JOINT �,� • /0 �� 1' MIN.-2' 24» NOTE: O RP\� , O THERE IS NO O = o EXPANSION O < G'� �`P�Q PENETRATION. PERMITTED �F,� OFA �O 17 m I � °� 41. ,� p 4� G IN THE D OM C, ��00 O� \S\,P a JOINT FNC L��45. , �' \ MINIMUM SLOPE OLIONLY THE SIDEWALL. �9� \�O�G Q?S a GQ Po 1/8" PER FOOT / SOLID \ 1j $ k,i EXPANSION M►N. WIDTH 24 EXPANSION i \N 1, GIl 46kc t - _ \� INLET NOTE: / JOINT JOINT 56 1 �� \ \/ PIPE TO BE MINIMUM \/ KEY MAP Ao ,(.C-\ o x % ®L- 2400 CLASS PIPE MIN. WIDTH 30' X � \ 1 m -'�/ tn�, � \i -� A N \ ` * F1Ln%- /0 in r o SCALE: 1" = 600' PLAN s N m / ®®®� 300 SQ. FT. \ 1n �• v `\ �, /• � 3' MIN. ®®®®L MINIMUM � 5� 4r * \ L.P. ' COLLAR ®®®®Ir. �' o q2. \ / % ®®®®®L U 11 CONCRETE APRON DETAILA-Z �� � / ay ®®®®®®� of 15'-0" (FIRE GATES) Q o ®®®®®®t�®� N � * I o• L.P�\ tnt�®�®®®®G 16'-O" (ENTRY GATES) ` N 41\ _ �� 6 MIN. PENETRATION DOUBLE SWING GATE o \ \©/ 3' MINIMUM TO HIGHEST 8-0" DIA. (TYP.) INTO A VIRGIN STRATA � \ EXPECTED GROUND WATER X OF SAND AND GRAVEL s�sXzs k-5:55 ' +'\ti g SPA CES i o PROP. 40,E SANITARY LEACHING POOL ry• PROP. KEYPAD o �� EXP. GQ ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL T7 x -;- 4-11" `1 \ WI H A 3' MINIMUM COLLAR • ?�3•Z , \\ �PI OP. g SPA f5 `� I PROP. +/ - RAI1-1 O \ K YPAD / �PJROP P \ + o I • PROP. RAMP. H.0+G� �� KE�A Ra° GAJ � KEYPAD \ %p o J L.P. \ 8 *Q/. � \ �- ' / S \\ \ POP. $0' */ \' h� ,>• O� / T. -- �6 t� 2 O \0, O �l \ ROP Wq�K _ \\ �V4 �/G /`��O(n \ • li - _ g N\ I/1 \ 100.0' _ -- � `\ sA \ - . 0 S�j, �O Cy O 11 GATE STOP I I / � \\ PROP \\ y� F+sem 'F` . G/,O'�� Oj �3 x I' / is r 30 �, �\ y / u ( I I I 11 w \ FCOOR O SF ( \\ - �9 ,7 �C �� � Q`' \\ STAND P. opf CC o �Q s \ G COVERED - ') / ,l kti� RgGE O R / �9 \\ �9.� EXISTING CHAIN LINK FENCE GATE ENTRY r , + \ ER z ZOO \ N i / \ - C 1\0, a -yam' \ I 20 WIDE HEALTH DEPT. APPROVAL STAMP m \ z �,. <o \ UTILITY CD z / \ / . \ J sA \ \ EASEMENT o / 11 \ � SEE PLAN FOR / Q w h586 iq / \\ // + 2 0 9�F \ / 8p ; CASTING APPROPRIATE T d k3� / \ / \ 4.0' of s \\ � I' O ,4" CONCRETE COVER / � LIGHT EXIST \\ / / ' FINAL GRADE WHERE APPLICABLE O -N- J J 515 a / POLE \ \\ \ `, L.P. • CONCRETE BRICK WITH 1v © EXIST \ \ \ 9 �Y .� / MORTAR & 1/2 P.C. MORTAR O/ �- 438 / POLE \ �� \ ( \ #5 BARS ® 6" EACH WAY O �+ / O \ \ ti 0 C�• / 0;p kz0 O .\�� \ \ �s9 L.P. N S , OO + O &ti \ 2' . I I 6" PVC ROOF DRAIN w 9.0, / p O � w - + \ \ \ \ . . . . . . SEE PLAN & STRUCTURE � f16.0� ko �2 Q Q \ '% . . .I . F-U 1 N-12S , SCHEDULE FOR MORE INFO. / CV �� �V O \ \ SFS /y \ /. , , •I • • . • • . JL-- \ \ w v I 15 / N m Co � (o � a� +°`,y \ . . . . I . . . . . . . . . >a w IT STORM I . I ti \ / w Q ��`r00~ Z a 20 \ \ � Qb� . , Z . ( ®� DRAIN 3'-0" WIDE SAND & GRAVEL � �Z p Q� Q \ O- \ \-/ L-C I'...' . I m®L RING I '. , COLLAR ALL AROUND N \ / Q 0O w \ O \ \\ �' \ /. . '. . . . . . . . . . . . . . ®®�. 0 ti O' w . ' .. I ®®mr I \ / co �, `� �' � \ ! o . . . . .'I . . . . . . . . . . . . . . LLJ V) ILLI `;: . I ®®rn®®� 4' I �\ � C�' O Q \ \ p . . . . . . . . . . ! . . . . . . . . . . . . . . . . . ®�®®� I . L.P. /. . . . . . . . . . . I. . . . . . . . . . . . . I . . . I ®®®®®®LI.�. \ ^� �� 0 200 \ g ®®®®®®IJL ' \ ®®®®M®Inrn� 16 / d6 \ ®®�I®®®®® 3- 90 / +� \ \ cd,co �Q) \ + �`6 \\ yob $� \o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GROUNDWATER N / \ � 'S \ ° . . . . . . . . . . . . . . . . \ \ + , / \ \ . d�� R2.' \ "*.*./ •/ � / + \\44\ Cty \ \ \ / \ \ \ �O \ �s \\ \. . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . DRYWELL COVERED 4 \ ENTRY �� \ 0' \ .. . . �. • -+ m \ . . . . . . . . . . . , . .I. . . .. . ; . . . ' . ' . ' . . . . . . . . � . z . \ . . . . I . . . . . . . . . . � . g593 � k \ . . . . . . . . . . . . . . . . . . . . . . \� / . . i/ . j. // " / 40 -- �' \ . . Ck. . . . . . . . . . . . . .�. . . . . . . / . . . . . j. / \ I / / \ r� / �� \ . . . . . . . . . . . . . . . . . . . �' �\OO . . . . . ./ . // \ • ^/� '� / 26.7' EXIST �� / \ /. \ / \ c / �./. POLE LIGHTN / I + . . . . . . . . . . . . . . . . \ /. �, / // \ O / \ Z / 35•0, �� / + / . . .� . �\G�J . \ �o. �+ •26 / �� // -� C� O� / . . . . 6./. . . . .(\'\ -� 47.01 �� . ,"•/ . \ t ✓ / / ��� �,`OQ'�� Q\d / . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \t/ . . . . . i � \ / L.P.45 63 / // + 9, ' J; G;�QG / . . . . . . . . . . . . . . . . . . . .s . / i/ // 3 >`"' 47.43 MEET / / �,F� C,F'PO ��,�� / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /�X . �. // 6�,\\\ FA �(O \ EXIST. 4 G�� / �O' / OQ COQ�C PG -\' ' Q-Cl f / . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� � / � // /RCA\� �,` 3r �° \ / +X55 AQP / Q�\� c , O� �0• '; �P X . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i / / / ,z> i3S \ \ 6 / �F,O + ° / 4, F• c��• ' 1�P lx-`j II . . . . . . . . . . . . . . . . . . . . . . . . . . .,.j. / / / '� I L., F Q` 6`9 \ \ A3 30'0, / p�P \ O 00 41 O S� . . . . . / \ + \ �, 4� \\ rO) `'��' �O �O9 / . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . .f. r- WOO. /./. // Q �O / / �5' o \ L.P. . . 1(0 c /�'� ti0 \ O / /�/NE' . . . ./.�: . . // F' 47.13 / .\ 45• -./ Z \ OO . .��/ . w0 � \ // /�0 .ice. ./� ./// x7.54 N NOQgNK�D SP �s \\ / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ./! . ./// / �A % GA \ ... . . . Q ' . . ,q CE p. +g' . . /. . . . . . /' . . / / tK C1� > I9 6l\ . . \ sr• / . .� . . . . . . / . / 5r 'IQ \ . )\i- Fs7 9 \ •A. . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .i.!. . . . . . . / . . . / EL. 41.0 A .' X> \ O . \ 4 3 -o p . . . . . . . . . . . \ � `90, /�. O�\N�� ` �� . �.j � /. . . . . � ,�\ \. . . . . . . . . . . . . . �i . . �T' . . . . . . . . . . . . . . . . \ . . . . . . . . X00. . . . . . . . . . . . . -.- -.- .1 � - . . . . . . . . . / . . / 0 / TOPSOIL _ /. / . . C,/�. \. . \ p5� // •��\c��, ./ X60,0 LOAM(OH)HEAVY100 . . . . . I . . !C` \. FNC . . . . . . . . . . . . . . . . . . . . % ` ✓. . . . . ! Q _ �. . \ �. \ p /. /. . . �' 47.36 / \. . . . . . . . . . - . .\. . . . . . .\ \ �O' //. / ' . / LEGEND , . . . . . . . F// . . . . I �� / . . . . . . . j /c 47.70 SAND & \ . . F . . . . . . . . . . . . . . . �. . . . . . . . 6. . . . . . . . � el . .\. . . . . . . . . . . . /. / / 1"I GRAVEL o i- >� A . . . . . . . . . . . . . . . . . . . . * . . . . . . 61 . . . . / PCO ��• ( ) PROPOSED LANDSCAPING �, 1r> \ / I \, � , � , / j GJ SP -r lR> '� \ . \. �. 1'L- . . . . . .\. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ././. / / I 'V►' PROPOSED WALL LIGHTS FA .6, . . . . . . . . \ . . . . . . / . '9 00, \ . .1 �. . . . . . . . . . . . . . . . . . . . ./ . . . . / / -v-�- PROPOSED SIGNS >z s \ . .//. . /. . . 2��0 . . . . . . .\ . . . . \ . . . . . . . . . . . . \�(`(. . . . . .. . . .. . . . . . .� . . / a, \. / . . / . . . . sA . . . . . . . . . . . . �• /. `� • PROPOSED CONC. FILLED BOLLARD . . . . . . . . . . . . . . . . . . O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / \ . . . . . . . . . . . . . . . /.1� 9c�� * \. fG• . ./ ' j. �Q / NO GROUNDWATER ENCOUNTERED FT I PROP. TRANSFORMER PAD . . . . . . . . . . . . . . . . . . . . . . . a5° . . . . . . . . . . . . . . . \ .\O\/ . / . . 47.57 . . . . • . '/. � . � . . . . . . . . . . . . . . ' . . . . . . . . + . . . . . I . . . . . . . . . . . . . .\. . . . � . . . . . . . . . . . . . . . . . . . . . / TEST HOLE �2 D PROP. DUMPSTER . . . . . . / . . . . . . . . . . . . . . . . . +°as •/ • O,rl 47.92 NOTE: . . . . . . . . . . . . /. . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . .� o. . . . . . . . . . . . . . . . /. . . . / . P TEST HOLE AS SHOWN ON MAP OF \' - ,• F,o \ . . . . . /. . . . . . . . . . . . . . . . . . . . 14 �n�. . . . . . . . . . . . . . . ./ . . . ��. 1 i/ NORTH FORK INDUSTRIAL PARK AS NOTES; X� . . . . . . . .1. . . . . . . . . . . . . . . . . . . . .s� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . j . '?�' 0 0 FILED 1/27/2005 FILE #11215 � •9 \ j ' / I � q/ O APPROVED BY S.C.D.H.S. 12/30/2004 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON �,�> �' ' . . . . . • /. • • • . . . . . . ' • . • . . . . . • • . `Loo . • • • • • ' • . • • • • • �s . . . . . . . . . . . . \ j / ,4 . ` ���i THIS SITE WAS ALSO PROPOSED AS A MAP OF NORTH FORK INDUSTRIAL PARK. FA •ss . . . . . . . . . ./ . � . . . . . . . . . . . . . . . . . Q<� �o' s. . . , . . . . . . . . . .\ . . i, . , �, / / BUS COMPANY IN 2005 AND DRAINAGE � h � , / ; WAS INSTALLED AS PROPOSED 2. LANE HERE SHALL BE NO ACCESS TO DEPOT >z R l O ��". . . . ' . . . ' . . . . . ' . . . . . . . , \ / . �° V,yl �\o / 9 . . . . . . .l . . 0� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �\ \.� . /�. Q i p 3. STORAGE BUILDINGS DO NOT CONTAIN • • . . • •/ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' I ' ' ' ' ' ' ' ' ' ' ' ' ' '\��' ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • ' • • • • • 0� `` O ��0 P `1 / SANITARY CALCULATIONS POTABLE WATER OR SANITARY FACILITIES. . . . . . /. . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o� • 10 47.s /i pJ 4. SOLAR PANELS TO BE INSTALLED AS . . . / . . . . . . . . . . . oo . . . . . . . . . . . . . I ` l5 / DESIGN FLOW ./ . . ,Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i , AREA OF SITE = 3.7386 ACRES PART OF PHASE 3 Go / +�� / / /N / ARTICLE 6 ZONE DESIGNATION = IV 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. -*V .// . .�. �, . j / //c 48.02 / ALLDENOWABLE SITY = 3.70386PER AC'S xR600 G.P.D.G.P.D. 2243 G.P.D. TOTAL ALLOWABLE . . �<\. . . . . . . . . . . . . . . . . . .�.. . . . . . . . . . . . . . . . . . / e / DESIGN FLOW TIONS �O Fo �* . . . . . . . . . . .T . . . . . . . . . . . . . . . . . . . / / / NON MEDICAL OFFICE SPACE = 300 S.F. x 0.06 G/S.F. = 18 G.P.D. DRAINAGE CALCULA �O>zj, ( mss `�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q / // 48.26 SEPTIC TANK SYSTEM No. 1 /&0 1: \�, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . c� / �� REQ. CAP. = 18 G.P.D. x 2 DAY FLOW = 36 G.P.D. PAVT. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. . > . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z. 'S / / USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. FA 17 �a ,- I • • • • • • • • • • • • • • • • • • • • • • • • • • •a,a I./� Q t1• / / / / Q PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. SYSTEM No. 2 +. / / LEACHING POOL .� /�Q . . . . . . . . . . . . . . . . . . . . . / / / REQ. SIDE WALL = 18 G.P.D. - 1.5 G.P.D./S.F. = 12 S.F. PAVT. AREA = 1375 S.F. x 100% x 2/12 = 229 CU. FT. `S .' \ O` )' �c 47 90 - �/ - i EFFECTIVE DEPTH REQUIRED 12 S.F. - 25 S.F./V.F. = 0.48 V.F. ROOF AREA = 2475 S.F. x 100% x 2/12 = 412 CU. FT. �/ - - - ' • • • • • • • • • • • • • • • • • • • • • /' � - - / , , USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH TOTAL REQ. CAP. = 641 CU. FT. / / / / USE 1-10' DIA. 10 V.FT. = 684 CU. FT. ACT. CAP. . . . . . . . . . . . . . . . . O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. / i£ 48.17 / ao' SYSTEM No.'s 3 & 4 • • • �O / 001 `O I HEREBY CERTIFY THAT THE WATER SUPPLY(S) j ' / / / / v0� i AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. -- _ ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' �' _ _ ' ' • • • ' • • ' • ' ' ' ' ' • ' • ' • ' • ' ' • ' • ' ' ' • ' ' ' ' ' ' • I / �G G� PROJECT WERE DESIGNED BY ME OR UNDER MY -� X . /k' / / /c 48.40 0 DIRECTION. BASED UPON A CAREFUL AND j TOTAL REQ. CAP. = 1202 CU. FT. / . . . . , , . . . . . , . . . . . . a. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , i. /� THOROUGH STUDY OF THE SOIL, SITE AND USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. A� � . .*. .. . . . . . . . . . . . . . . . . . . . . . . . . .i �� // / GROUNDWATER CONDITIONS, ALL LOTS, AS ,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � / . PROPOSED CONFOIRM TO THE SUFFOLK COUNTY SYSTEM No. 5 DEPARTMENT OF HEALTH SERVICES CONSTRUCTION PAVT. AREA = 2100 S.F. x 100% x 2/12 = 350 CU. FT. F,o - -'�. , • , O G USE 1-8' DIA. 9 V.FT. = 380 CU. FT. ACT. CAP. >r a . . . . . . . . , i . . . O �/ / STANDARDS IN EFFECT AS OF THIS DATE. c� ,0• exlsr. 1. . . . . . . . . . . . . . . . . . . . . . . . . 6 / - r +. LL.Q FORMER.TEST.WELLS i . p1 SYSTEM No. 6 �> `� . . . . . . . . . . . . . HAVE. BEEN. ABANDONED I. . . . . . . . . . • • • • • • • • •y !. . . . �Q , / PAVT. AREA = 3440 S.F. x 100% x 2/12 = 574 CU. FT. Fo � I / I / �1 i 2/1(/2020 USE 1-8' DIA. 14 V.FT. = 591 CU. FT. ACT. CAP. R> % �' ,// / SIGNED DATE SYSTEM No. 7 ESTIMATE OF QUANTITIES •'s • I• • • • • • • • • • • • • • • • • • • • ll•i ' o ///48.03 l4-1 e/ _-__...__._-____�-.�._-- , THOMAS J. BECKMAN, P.E. PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 Cu. FT. COBBLESTONE CURBING 497 L.F. . . . �.% .' . ' . � . � . ' . � . * . �{ / / / o�F,�/ *7"-,:,.--,,,! f'"" I" ! CONSULTING ENGINEER EXIST. i 1814 MIDDLE COUNTRY ROAD ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. WELL �6 .i. 48.31 � j SUITE D TOTAL REQ. CAP. = 698 CU. FT. CONCRETE CURBING NONE >7 -='- - - - - / cn nnz c-n CT a' � -.-';� / / � / � FEB � � ����� I I RIDGE, NY 11961 USE 1-10 DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. ASPHALT PAVING -�v�-r�-�z-rr. >�p + / WALKS 534 S.F. _ 11 - M N ' . . . . . . . . . . . . / / / 48.54 i I- C,_�'I•.. . .. NOTE: SYSTEM No,'s 8, 9 & 10 FENCING 143 LIN. FT. F`o / / I _ 1 ALL BUILDINGS WITHIN 150 OF PROPOSED SANITAR pF NE PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. Fool' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i 6 / � PI::" I- � Gj/ ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT. DRYWELLS SEE DRAINAGE CALCS. >s rr6, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �px i 48.10 )- '4\' / _... ..__--- SYSTEM ARE CONNECTED TO PUBLIC WATER SUP - N H )-O� TOTAL REQ. CAP. = 1048 CU. FT. C� '19 1 / �� » � co ,<\ eF SITE DATA O -$ 4W9 1-1/2 1-1/2" ASPHAL c,, � USE 2-1d DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. Ir �Q / boll 1\ �r ��' SYSTEM No. 11 AREA OF SITE 162,852 S.F. s �? / /�O� G OWNER: r !'' = 7 PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 Cu. FT. FLOOR AREA OF BLDGS. 45,775 S.F. F / 65 COMMERCE DRIVE, LLC I ���`j ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. 'o Oo �C,�1z �, R\ p�0� / / c A - - t O TOTAL REQ. CAP. = 1460 CU. FT. TOTAL AREA OF BLDGS. 91,550 S.F. rro, & >z > �7 , , / cv o 0 o c. 4 P.O. BOX 946 \&"�)' � ,-._y,:, I �9 l , '¢, L_1 20.23 I§ o / / \ c 4 BINDEfZ COURSE' o 0 49841 -''s �' 25 CUTCHOGUE, NY 11935 \` .� ° J USE 2-10' DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. TOTAL PERCENT OF LOT OCCUPANCY 28.1% > F �o / o a a d o o 4 a a �,� SYSTEM No. 12 AREA OF LANDSCAPING o � N /c 48.42 --� - PAVT. AREA = 8943 S.F. x 100% x 2/12 = 1490 CU. FT. AREA OF BUFFERS 59,606 S.F. OR 36.6% �o ❑ '� t/ . ROOF AREA = 1800 S.F. x 100% x 2/12 = 300 CU. FT. AREA OF PAVING o � iy -1 / RCA BASE COURSE PRELIMINARY SITE LAYOUT TOTAL REQ. CAP. = 1790 CU. FT. SCHOOL DISTRICT MATTITUCK ��'0R> �� CONS �' �� ��� / 48.68 . USE 2-10' DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. 'r>'� T \ NORTH FORK SELF STORAGE 3 POSTAL DISTRICT CUTCHOGUE ,� � '� / SYSTEM No. 13 WATER DISTRICT S.C.W.A. �, ��A BC 405 CONC. CURB // / F, 4885 STABILIZED, COMPACTED SOIL PAVT. AREA = 5548 S.F. x 100% x 2/12 = 925 CU. FT. FIRE DISTRICT CUTCHOGUE ' �� SITUATED AT ROOF AREA = 6780 S.F. x 100% x 2/12 = 1130 CU. FT. 's � N6 TYPICAL SECTION - ASPHALT PAVEMENT CUTCHOGUE TOTAL REQ. CAP. = 2055 Cu. FT. TOTAL PARKING REQUIRED 95 SPACES `� / ��' >x���� USE 3-10' DIA. 11 V.FT. = 2258 CU. FT. ACT. CAP. TOTAL PARKING PROVIDED 95 SPACES /// 48.34 / ��G� TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SYSTEM No. 14 EXISTING ZONING LI s / �� USE PUBLIC STORAGE CoA S.C.T.M. 1000-096-01-001.3 PAVT. AREA = 3912 S.F. x 100% x 2/12 = 652 CU. FT. 48.60 O g ROOF AREA = 6960 S.F. x 100% x 2/12 = 1160 CU. FT. // ' l/�� ����' GJ� R=1 PREPARED BY: PREPARED FOR: FINAL TOTAL REQ. CAP. _ 1812 CU. FT. PARKING REQUIREMENTS !� 47.54 / ��'. GRADE KENNETH H. BECKMAN. L.S. MARTIN KOSMYNKA USE 2-10' DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. V / 48.78 �,O P.O. BOX 946 SYSTEM No. 15 OFFICE SPACE = 300 S.F. - 100 = 3 SPACES ❑ m / SURVEYING AND LAND PLANNING / STORAGE SPACE = 91,250 S.F. _ 1000 = 91 SPACES `�' 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 CU. FT. / �, 48.91 r) ADJACENT ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. TOTAL SPACES REQURED = 94 SPACES \ / °e <: , PAVEMENT SUITE D TOTAL REQ. CAP. = 931 CU. FT. * z `� ix0�� x r RIDGE, N.Y. 11961 USE 1-10' DIA. 14 V.FT. = 958 CU. FT. ACT. CAP. o � �G REV.14t5/2019 B,s-lss�a PARKING SPACES PROVIDED = 18 SPACES 0G �> REVISIONS)REV. 7,/2/20,9 SYSTEM No. 16 ) 7 SCALE: 1 =20 REV. 5/30/2018 REV. ,1/,3/20,9 B,s-,9966 DRAWN BY: KAK PAVT. AREA = 4906 S.F. x 100% x 2/12 = 818 Cu. FT. LANDBANKED SPACES PROVIDED = 76 SPACES / REV. 7/25/2018 REV. 12 9/2019 B19-19968 CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. TOTAL SPACES PROVIDED = 94 SPACES / REV. 8/10/2018 REV. 21,/2020 B20-20103 CHECKED BY: KHB TOTAL REQ. CAP. = 932 CU. FT. DATE: MARCH 2018 REV. 8/15/2018 REV. 2/18/2020 820-20103 / REV. 11/27/2018 816-,9360 USE L RE DIA. . V.FT. = 958 CU. FT. ACT. CAP. / ROLLED ASPH. 6, URB DETAIL_iDRAWING. BB1-6564 JOB No. B18-18856 SHEET: 1 OF 1 ---. F I - I - --- -- - - -- -- I T.H. II GRADE EL. 42.0 1 TRAFFIC BEARING „ p n F.F. EL. 42.6 TRAFFIC BEARING TRAFFIC BEARING C.I. COVER-\ EXPANSION JOINTS 6 REINFORCED O N o C.I. COVER `c.l. COVER CONCRETE APRON / It � EL. 42.5 // \ / FINISHED GRADE I I ,,\�,,\ 1 1/2„ W/ 6"x6" 6/6 N WM O \fir\\fir\\� \ �,\\fir\\�\�, ` - () 0 � r� \\ r\\ r\\ r\ � 1' MIN. - 2' MAX. N. /%��/' MIN. 1 4" 1. ' 24" 24" Ln . .. • •. 3 ,! .Q R "' A,•. ° ' '?� S E 4" N 1 MIN.. TRAFFIC BEARING N � .. . :..' . ..• . . d .•.. ' / 2 39.07 EL EL 37.49 a V U RJ 38.77 4" LIQUID LEVEL �p O� J 12" 4PAVED . O A' P Q EL. 4"®1/8"PER °. 2'-6" 4'-�" 11 00 GP9� 38.27 EL ❑ ❑ ❑ ❑ ( J.- e 'po�/ DRIVEWAY m elt� =25.00' 37'19 4"INLET � �P� 9�<< O?.i.iiy / 'rQ� L 21.03, O ❑ ❑ ❑ ❑ 'n I>/4P PER FT.cj DROP TEE I E 18I C°l1 / \4 •' •'Q Q• 4 f) EL. 25.49 a F- SECTION A A • + "�..:•'•. Q // 3' MINIMUM TO HIGHEST I = O 1 �C 1> o BACKFlLL WITH CLEAN SAND & GRAVEL EXPECTED GROUNDWATER L� _ _ _ � <' F A O • STP 8' DIA r G / o �, \ I SEP TIC DETAIL- WIDTH OF PAVEMENT Q NF ,,o$ 3 / I SITE 0 / ,QUO �_ £xs> SE TIC TANK DETAIL �� EXPANSION JOINT �� o ��Ro h' ��74 M (1250 GALLON TANK ) 1- e' '.9 1N TRAFFIC BEARING U- \/ w CONTRACTION ® 'P` h/ <, FINISHED GRADE C.I. COVER aL ) `� p0 � JOINT O SYS NO. 5 �cj � //. /\P Q� 1' MIN.-2' 24" NOTE: O RP\SRO \ SYST. NO. 1 Q• G,. ��,Q� THERE IS NO 1OP O TOP EL.(40.7) � _f PENETRATION PERMITTED k, F O o EXP ANSI ON TOP EL.(40.4) a o� 41 �� p " GP IN THE DOME, \00�, 0 \S�-' a ;� JOINT FNC t��45 , \ MINIMUM SLOPE ONLY THE SIDEWALL. <9 �,O�G �/ 7 ® O / SOLID '� p 2S GQ P 1/8" PER FOOT DOME 5 `D EXPANSION MIN. WIDTH 24' ��a� ~ d,�°R % PROP. �G � \� \, EXPANSION O OP d o d � \ INLET NOTE: -� f JOINT JOINT g6 h 3� GA�V KEYPAD 3 > \ �/ PIPE TO BE MINIMUM � \j KEY MAP �0• N ° a w \ a y/ ®�- 2400 CLASS PIPE 0- N MIN. WIDTH 30 X V, IDS ,1 O \ ®� w 3F PRO P. VNf h * * a Q N0' m o f M r= a � o A NC KEYPAD N a W .off you' 0 N I ®®�. I SCALE: 1" = 600' 0 C. `� 40. • 40 �- N / 3' MIN. ®®®�- 300 SQ. FT. � \ co Q � ®®®®� MINIMUM � \ � PLAN 5�„� ae 4 a o 3 L.P. O , COLLAR ®mmrnr_ w 0 CONCRETE APRON DETAIL �2' �N �� ('�'� cr U- w I ®®®®®m ` a2. '0 �J c,A a% ®®®®®®I~ \ a y \- m ®®®®®®®L N >, / *1 * 40 s - ®®®®®®®� 15 -0 (FIRE GATES) lu s ®®®®®®®®� f' \ 16'-0" (ENTRY GATES) � . I /o PR pp 40.p, G� L.P� ®®®®®®®®� �� I l� 1sr F 800 A A? ( �1 6' MIN. PENETRATION I R � N \ / 3 MINIMUM TO HIGHEST DOUBLE SWING GATE a � 2N�Op 0 FF >� � j ® 8'-0" DIA. (TYP.) OF�ANDIAND GRAVEL �g5 x SYSTI No. 2 k1ti L� TORq��OOR /CE C(430� ��?� \�� ,\ - \ EXPECTED GROU WATER \ �� TOP �L.(41�s) + �,°SER ,f42s� Q`�ti�� 4 �� � SANITARY LEACHING POOL % o 0 I PROP. CLQ ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL 61 . 4 X ®N PROP. EXP. \ WITH A 3' MINIMUM COLLAR ID RAI 2p,2 \ I L.P. p m�. \ I +" 0 ��o�� � PROP. ✓ F. .off R KEYPAD "+ 7T, F / L.P. / I \\\ i� Q\t�{ �J �,.\ -tS Q i :��b / I\ \� x PROP ' QA+ \\ �..�. �2c 0 I I z-jl��� / ��� ��047f \ o �0 4 'L/ 0 �,9 y� / _ PROP x �N. dao 'ASG ,n�� , 911 �/ / \\ - - - -- - - - - - KEYPAD \ \ �, �` .,�\ '9� �s 0/ GATE STOP I I "` RID / \ \ v- 's F � �- / 13 X �� � f ,SYST. No. � \ ti� � u� 6/ '7 k3. � el � � N \\ i Q OP EL.(41.5) <9ti \ x �y� �C ��� . COVERED " � / a \ a a 9ti \ 4 \ CHAIN LINK FENCE GATE �_� ENTRY ,/ +�ti�\\ - z 11 %\ \ 9-� EXISTING N _ / \ \ a s9� \\ 20 WIDE o o , \ \ � � �1, F� \ UTILITY o J 56 J/ \\ // +Ati 2p'o' \ � RiD -` \ \ EASEMENT SEE PLAN FOR APPROPRIATE / l�� �y (`N ,,: , V) ^° / \ / 24.0' \ \F \\ i � g0 CASTING 4" CONCRETE COVER � W 0 ^')• N3 / \ / o \ � ` ( X EXIST \ / \ O FINAL GRADE WHERE APPLICABLE ( I v-Q / � b a$YS'T• N6. 3 POLE \ ` _ °' -- 2p°' \ T \ / o �, �, ( ©� TOP EL!(41.9 TO BE GF,`� y�'���F' 1k't ' L.P. CONCRETE BRICK WITH Cv EXIST P \ ll .� - MORTAR & 1/2 P.C. MORTAR C) -Om �3g1 / R REMOVED POLE \e \� \ < .p \ ( \ #5 BARS ® 6" EACH WAY e / Q O REMOVED kti4eIII TO BE \\ P���O \ \\260 ��� \- L.P. N S� o 0+ +'itis °� e - \ 9�, ``b 6" PVC ROOF DRAIN 9'0� O �Z SYST. NO. 1 \ �'P Q` \ FO �` SEE PLAN & STRUCTURE � >'6 0, O < s \ p . . . . . . 12" ADS SCHEDULE FOR MORE INFO. 'IT � O /-2� TOP EL.(41.6) � \ � A . • • • • . • = N-12 M �O 2 �O O \ \ 0� 9 � \ / . . . . . . . . . aQ � �V ~ \ s o c� I / R cV J co O a n�5 \ W I 'I o m c�'cu Q + T. No.\11 "-� e �a I STORM . . . . . . . . . . . . . . . z_ I ®� DRAIN 3'-0" WIDE SAND & GRAVEL c') � O Q O \ \ i ( Q /* w a ®mit RING I COLLAR ALL AROUND k o \ / O 'T O�o� � O a� \ \ / / . . I' '. I mmm. Cu N Q O O h ��®®®o I . o °' '0 \ \ . . . . . . . . . . . . . . I r®®®Em�L , . L.P. / \ \ 0 �.. :I. * rnmrnrnrnrnrn1--I- 1`�- / U) '11� \ / \ °� / GROUNDWATER N SEE:DR}11NAGE`CaLCS; -,gp a �Vf µN \ \ rVN \ \DC, �� \ \ �O o8 �� . // N£ \ + DRYWELL � COVERED4 \ \ \ Iq Q`°c,l �'%' - \ Ql°` . . . . . . \. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ENTRY ' - _ _ SYST. No. 14 \\ ���' `� \ �. �. , . �- -� TOP EL.(41.9) \ SYST. No. 10 F`�, : ' . . . . . ./. . . . . . .�. . / / X393 / R �� \\ TOP EL.(41.9) `�ti \ �� /. ! / 0 + Q / / / / SYST. No/ 4 . . \ TOP EL.(/41.9 R \ . . . . . . . . . . . . / / 6 / 26.>' 1 \ O' .�\ . . . . . /. . . �\i/ . / U / LIGHT 0 / I . . . . . . . \ . . . . . . //. '. " / ./ / POLE + \ 4z TO BE / I R F� . . . . . . . . . . . . \. . / P�/(b / \ (T O / REM&6 ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./. ��'/ / 3S•0' �► �eP / + . . . . . . . . . . . . . . � . GAJ . \ Nb- 6 rI, / . . . . . . I . . . . . . . . . I . . . . . . . . . . . . . . . . . . ./. . 0�.4� -� \ �+ -•2 / R / -1 p� . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . G 47.01 7 / � / 63 * / 1 // +X25 �--\G '�\r� / � .. , . . . . \t/ . . . . . // /^ \ \ \ L.P.rk5 •Qi 9 �, \\r Qj Q �!I / i / \ 47.43 MEET Lo act s, o // ��) v <- >�',`O�` ��i' / YO / ty. ' // 36.,\'\\ FA �. + \ EXIST. 40 �� </1 vin / Q� PG C- PG Qy �o /Il X . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ ./ . i // /'QQ� \ X> 6 uN / N55 QPG Q�` / Q�1� p��R "N p0;o �Z G . ./ . . j / � •� SYST. No. 1 � � 5 5 F?'•+ � tiF �/ .. / . '��� s 4- 3° / N P���O TOP EL.(41.9) + I �F �,��. �V t . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . .�.! . / \ \ o / ' \ 0 00 F j . . / / / / a • R O 0 �a . / . . / . . / \ , \ \ 3Q �/ RIOOE.- � 4S pp r,\Y \ x,50,v oOP\- .,( . . . . .EXIST, w �. / // �0.� / \ L.P. �® 1 / <; o \ \.P ( %�INf /. / Fe 47.13 ��N"0 _ �L \ DO •.`O / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. / / O .- � \ / "' . . . . . /. . . / + \ U O l SAN \op *0 �, / ,��' .//. ././ .// �C 47.54 N pgq \ / •/ / • / / � G,o \ . . . .. . . . Q • . . . . . . . . NkFO SPACE �,F o. "5ti \ ! ��j �. // . . . .// AR �� . . . . . . . . . . \�' . . . . . . . . . / � I + \ .7 Q per . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ . . . . . . .,. / . . O<'z, -`9 \ ". `N .45 61 ® \\ �, /./ \ �. . I. . . ' . . . . . . . . . . . .l./ ,��� j/ / / s' + . FA s �.,. ���� SYST. No. 6 \ A. ! . �. / / EL, 41.0 IF> \ . . . . . . . . . . . . ..\. . . .�, � ' .,SQ• - . • • • • • • . • • • • • '• ' . . • • . • • • TOP EL.(41.9) \ � o- /. . . . . . . . . \N..� � `� . . . . . . . . . . . . .i. . . . . . . .- -- . . . . . . . /. . . j. . . . . . . . . . . . . . . . . \ �"3N SYST. No. 9 / o°a . `.- - ..-- / o / TOPSOIL _ Cj . �. . . . . . . . . . . . �5� °`,o TOP EL.{41.9) // .�\��. . _`.- . . . . . . . . . . . . . . . . . . . . . . . . .I I ./ 6�0 / HEAVY �, 11 \. . \ FnlC % �� CF ✓. j. LOAM(OH) •- . . . . . . . . . . .� . \ . . . . . �. . . . . . . . . . . . . . . . . . . . . . Q \G', . . . . . j. �e 47.36 / \. . . . . . . . . . . 'P . .\. . . . . \ \\ r10' /. . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . � �� �Y \ �j1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . \. . . . ,/- . . . . . . . . . . . . . . . . . . •o I ti J ,ril . . . . . . . . , . . . . . . . . , . . . . . . . . . . . . . . . . . %. / . . . . . . \ . . . G !RF. . .p. . . >:� OGk. L� A* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I' . . . . . . . . � . /fc 47.70 \,\ . . 9T.F. . . :o. . . . . .5. . . . . . . . . . . . . xs S �\ . . . . . . I / Q\v SAND & F`o +,e. . . . . . . . . . . .�y. � el \. . . . . / / / 1� GRAVEL b i, 9 . . � . / / O A> \. ' .\. / .+ < �. . . . . . . .j . . JPQ / �1 (SP) 4 37 >> \ . . . . . . . . . . . . . . . . . �.\. . . . . . . ./. . �. . . . . . . 9'Lo� �o � \. . . . . . . . . . . . . . . . . . �(,�L j . . . . . G �Q FA aS . . . . . /. . . . . . . . . . . . . . . �O,o 9�, O' � . \ , . , . / `\1 . rr6, \.�/ . . . / . O . . . . . . . . . . . . . . . . . . . s� ® . . . . . . . . . . . . . \ . . . . . . . V . / ' . . . . ,�S ��°. . . . . . . . . . . y �O /. tK • s / -9 X50 \ O / j / NO GROUNDWATER ENCOUNTERED LEGEND �/. + • . • . . . \ .0 . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . .. . . .. . . .;. • , • . • . • . . 47.57 / TEST H OLE 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' t, •/ cd O,�C 47.92 NOTE: PROPOSED LANDSCAPING / h O' / . TEST HOLE AS SHOWN ON MAP OF F� \ . . . . . . /. . . . . . . . \ . . • •. • . •. • . .. . . •. . . . . • . •. • . SYST. No. 7 � Ik SYST. No. 8 . . . . . . // . ��. P/ 1 J�/ NORTH FORK INDUSTRIAL PARK AS .N . 'W�' PROPOSED WALL LIGHTS X6 ,/. . . . . . . . . . . . . . . . . . . . . . Q TOP EL.(41.9) \ . '/ O OP�j FILED 1/27/2005 FILE #11215 o 9s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOP EL.(41.9) . . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . / 1� �/ �i APPROVED BY S.C.D.H.S. 12/30/2004 -v-v- PROPOSED SIGNS sz / �o , \ > . . . . . . . . . . . . . . . . . . . . 0 i�is . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . ! . . . / �� ��/ p THIS SITE WAS ALSO PROPOSED AS A F 'S . . . . . . . . . ./ . . . . . . . . . . . . . . . . . . . . . . . O. �O' �- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !. � � /� > / BUS COMPANY IN 2005 AND DRAINAGE • PROPOSED CONC. FILLED BOLLARD A `� . •/ j <2 `G \ , • • % , • • • • q` Oce +,/ ��� / WAS INSTALLED AS PROPOSED �, 0. . . . . . . . . F. . . . . . . . . . . . . . yF �;� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . 1 . tK `//�� � / TI PROP. TRANSFORMER PAD •rr9 /. ; , 0, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ / / . . A�� . �� . . . . . . . . . . % . . . ��� �e �' �1°/ SANITARY CALCULATION S �,. / 47.6 `O/ J ❑D PROP. DUMPSTER I j J . 000 . . . . . . . . . . . . . . . . . �� �l�° / DESIGN FLOW �, / . . . . . . . . . . / AREA OF SITE = 3.7386 ACRES G /. . . . . . . . . . . . . . . . . .00 . . . . . . . . . . . , . +�� . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . / / /d�/ / ARTICLE 6 ZONE DESIGNATION = IV O -7 ./ . . . , . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . -, . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • . . . . . . . . . j /48.02 / ALLOWABLE FLOW PER ACRE = 600 G.P.D. NOTES. . . . . . . . . . • . G' . . . . . . . . . . . . . . . . . . . . b, . . . . . . . . . . . . . . ...� J . . • . . . . . . . , . . . . . . . . . . . . . . • • • • • . /. / DENSITY = 3.7386 AC'S x 600 G.P.D. = 2248 G.P.D. TOTAL ALLOWABLE Fq �( 5: . . . . . . . . . T . . . . . . . . . . . . . . . +. . . . . . . . . . . . . . . . •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . / 6 // / DESIGN FLOW 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON O A> �. /. �o / // x,(48.2 OFFICE SPACE = 800 S.F. x 0.06 G/S.F. = 48 G.P.D. MAP OF NORTH FORK INDUSTRIAL PARK. �s ' �,� \ & . . . . . . . .'p . • . . • . . . . . i.. cue / / / '.`' SEPTIC TANK 2. THERE SHALL BE NO ACCESS TO DEPOT o, > \ � ' . • . , • . . , , • • , , . . . . . . . . . • . • • • . • , , . • , • • • • • • • • • • • • • • . • . • • • • . . . . • • • • . • • • • , , • • , • • • • • • , . . . • . / �. / / // / e REQ. CAP. = 48 G.P.D. x 2 DAY FLOW = 96 G.P.D. LANE .0 � sr, Q•. e . / Ik ' / PROVIDE 1-8' DIA. 5' LIQUID DEPTH = 1250 GAL. CAP. 3. STORAGE BUILDINGS DO NOT CONTAIN A> �F +A' I . . ! Fe \� LEACHING POOL POTABLE WATER OR SANITARY FACILITIES. RS `� °o, �/ / / // / REQ. SIDE WALL = 48 G.P.D. - 1.5 G.P.D./S.F. = 32 S.F. / EFFECTIVE DEPTH REQUIRED 32 S.F. - 25 S.F./V.F. = 1.28 V.F. 4. SOLAR PANELS TO BE INSTALLED AS - - /• • /� 490 - � - - �/ USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH PART OF PHASE 3 : . . . . . . . . . . . . . . . . • j / / / i . • . . • . . � \ �00I . • . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . • • . . . .j� . / �£ 48.17 / 0- to I HEREBY CERTIFIY THAT THE WATER SUPPLY(S) j ' / / / I AND/OR SEWAGE DISPOSAL SYSTEMS) FOR THIS DRAINAGE CALCULATIONS. . - _ • , . , . , • , , . . . . • • • . • , , , , • . • • , • • • , , . . , , , , , • /", / / / <<'0C.) I PROJECT WERE DIESIGNED BY ME OR UNDER MY _ .- - • . / . \� / /c 48.40 DIRECTION. BASED UPON A CAREFUL AND SYSTEM No. 1 / . . . . . . . . . . . ... 55 . . . . . /. . /<�,\' // GROUNDWATER STUDY CO OFTIO THE SOIL, SITE LOTS AND PAVT. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. X � +? \ USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. �,,,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� ! . /� / ��� PROPOSED CONFORM TO THE SUFFOLK COUNTY SYSTEM No.'s 2. 3 & 4 F �' . , ., . • • , • • / DEPARTMENT OF HEALTH SERVICES CONSTRUCTION A .� !. . • . 0 // / �G STANDARDS IN EFFECT AS OF THIS DATE. PAVT. AREA = 3100 S.F. x 100% x 2/12 = 516 CU. FT. �� >r> . Qe k . . . EXIST.• . . . . . . . . • . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . • • • • •i 60 / - r ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. R ''� +• • • • • • • •WELL•O • • • • • • • • • • • • • • • i tK' / > I. . . . . . . . . . . . e / TOTAL REQ. CAP. = 1291 CU. FT. F •>z �' F, / / 12 9 2019 USE 2-10' DIA. 13 V.FT. = 1368 CU. FT. ACT. CAP. 'oR `9 , , , • • , • • • • . • • • • • • . • • • • • • 1 • , • �'�, , . . . /J / ���/ SIGNED DATE/ SYSTEM No. 5 i . f y!. /�✓ 48.03 �� PAVT. AREA = 2100 S.F. x 100% x 2/12 = 350 CU. FT. ESTI M ATE OF QUANTITIES s I // / �`/ THOMAS J. BECKMAN, P.E. /, ! CONSULTING ENGIINEER USE 1-8' DIA. 9 V.FT. = 380 CU. FT. ACT. CAP. COBBLESTONE CURBING 85 L.F. ,EXIST. , ,� , /,� H{ / / 0���/ RECEIVED 1814 MIDDLE COUNTRY ROAD CONCRETE CURBING NONE >z � 160 . • • • • • •% • • • • • • • • • • 48.31 - SUITE D SYSTEM No. 6 6` i . . . . . . . . . . . . . . . . . . . . .�`.`- -.- -.- �5° . . . . . . . . . /// 0/ RIDGE, NY 11961 PAVT. AREA = 3440 S.F. x100% x2/12 = 574 CU. FT. ASPHALT PAVING 73,811 SQ. FT. >s , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,+• • • , • • • • . . / DEC 102019 USE 1-8' DIA. 14 V.FT. = 591 CU. FT. ACT. CAP. WALKS NONE /� yC'48.54 SYSTEM No. 7 FENCING 625 LIN. FT. a F`o .' • ' • ' . ' • ' • ' •' . •' • ' . ' • ' • ' • ' • ' . ' . ' • ' • ' • ' • / Southold Town E OF PAVT. AREA = 2990 S.F. x 100% x 2/12 = 49s Cu. FT. 41 DRYWELLS SEE DRAINAGE CALCS. ass >zs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �, � 48.10 /11;; / Planning Board ) Nv ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. �'� 'moo • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t1• / \'-' I >I t'A- H •r / 4 69 " �\ H 6 O SITE DATA - ,-1/2 ,-,/2 ASPHALT Z- r �a�, TOTAL REQ. CAP. = 698 CU. FT. srj / .,v USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. 0 '<G � ✓L "; �/ j x SYSTEM No.'s s. 9 & 10 AREA OF SITE 162,852 S.F. s O // / / �o OWNER: < ,.` >e,�yl V z FLOOR AREA OF BLDGS. 45,875 S.F. FA & '� c, / / 535 LLC " PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. O R 0 T, ' ` / "` ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT. TOTAL AREA OF BLDGS. 91,750 S.F. 70 oG R�> �7 , >�°c / 04 • ° BINDER co* • ° • °. 20 FAIRLINE DRIVE \ , , • � o- TOTAL REQ. CAP. = 1048 CU. FT. TOTAL PERCENT OF LOT OCCUPANCY 28.2% 'p> VlF. TD, v & 4'25 L=1 20.23 I§ o / ° •° ' ° ° ' USE 2-10' DIA. s v.Fr. = 1094 CU. FT. ACT. CAP. AREA OF LANDSCAPING 6,189 S.F. OR 3.8% 0 // / i o a SEA CLIFF, NY 11579 rl4 � / /c 48.42 ° ° ' °' ° ° ° • �I� SYSTEM No. 11 AREA OF BUFFERS 59,606 S.F. OR 36.6% <o El �/ �''"--'� PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. AREA OF PAVING 51,182 S.F. OR 31.4% X10 �< �/S �� ,- / � RCA BASE COURSE PRELIMINARY SITE LAYOUT USE 1-8' DIA. 13 V.FT. = 54.9 CU. FT. ACT. CAP. SCHOOL DISTRICT MATTITUCK �' R> 4'F CONC i� 1, ��� / 48.68 POSTAL DISTRICT CUTCHOGUE ��� �� 4 - \��\��\��\��\��\��\��\��\��\��\��\��\��\��\��\��\ NORTH FORK SELF STORAGE 3 SYSTEM No. 12 C 42 / / PAVT. AREA = 10, WATER DISTRICT S.C.W.A. 4�' STABILIZED, COMPACTED SOIL 710 S.F. x 100% x 2/12 = 1760 CU. FT. 5tj '0S CON C. CURB / �� 48.85 ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. FIRE DISTRICT CUTCHOGUE .s / �; o SITUATED AT TOTAL REQ. CAP. = 2555 CU. FT. TOTAL PARKING REQUIRED 99 SPACES \fir 01 TYPICAL SECTION - ASPHALT PAVEMENT CUTCHOGUE USE 3-10' DIA. 13 V.FT. = 2668 CU. FT. ACT. CAP. TOTAL PARKING PROVIDED 101 SPACES // 48.34 / AGG SYSTEM No. 13 EXISTING ZONING LI // s� / \���, � TOWN OF SOUTHOr D, SU oOLKa1COUNTY, NEW YORK PAVT. AREA = 8265 S.F. x 100% x 2/12 = 1377 CU. FT. USE PUBLIC STORAGE oo ROOF AREA = 8517 S.F. x 100% x 2/12 = 1419 CU. FT. // - l 48.60 �0 GJevO FINAL R-1.. PREPARED BY: PREPARED FOR: TOTAL REQ. CAP. = 2796 CU. FT. PARKING REQUIREMENTS USE 3-10' DIA. 14 V.FT. = 2.874 CU. FT. ACT. CAP. �� 47.54 // 4878 GONG. GRADE I KENNETH H. BECKMAN, L.S. 65 COMMERCE DRIVE, LLC SYSTEM No. 14 OFFICE SPACE = 1050 S.F. -- 100 = 8 SPACES 0 m / SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE PAVT. AREA = 4770 S.F. x 100% x 2/12 = 795 CU. FT. �-• m \� CUTCHOGUE, N.Y. STORAGE SPACE = 90,950 S.F. 1000 = 91 SPACES � / \, F 1814 MIDDLE COUNTRY ROAD ROOF AREA = 8517 S.F. x 100% x 2/12 = 1419 CU. FT. TOTAL SPACES REQURED = 99 SPACES v \ /��Oe 48 91°� M PADVEMENT SUITE D TOTAL REQ. CAP. = 2214 CU. FT. �� USE 3-10' DIA. 11 V.FT. = 2258 CU. FT. ACT. CAP. oz G�� . I RIDGE, N.Y. 11961 G REVISIONS: REV'. 11 27 2018 618-19360 PARKING SPACES PROVIDED = 21 SPACES 7" SCALE: 1 =20 REV. S/30/NS201 8 REV'. 7/2/2019 DRAWN BY: KAK SYSTEM No. 15 ) � REV'. 4/5/2019 619-19578 PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 CU. FT. LANDBANKED SPACES PROVIDED = 80 SPACES REV. 7/25/2018 REV. 11/13/2019 B19-19968 ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. TOTAL SPACES PROVIDED = 101 SPACES / TOTAL REQ. CAP. = 931 CU. FT. DATE: MARCH 2018 REV. 8/10/2018 REV. 12/9/2019 819-19968 CHECKED BY: KHB / ROLLED ASPH. CURB DETAIL REV. 8 15 2018 USE 1-10' DIA. 14 V.FT. = 958 CU. FT. ACT. CAP. � _ - �/ DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 1 ': \* i I I " o o T.H. 1-1/2" 1-1/2' ASPHALT 6 REINFORCED EXPANSION JOINTS O N o „ CONCRETE APRON 1Qf 11 FINAL R=1 1 1/2" 1 F W/ 6"x6" 6/6 NWM / GRADE 0 I / 1 .,. '' R ; . r.• • a .A ,� a • 12•' P V / Qm sou N. � R=25.00' 7" . 4 p p' °BINDER COURSEp p p_ p pA ADJACENT; aU PAVEMENT O RCA BASE COURSE F 162'-6" 4'-0DRIVEWAY R=25.00O� 10 ,A 7" O 'Qo Q� L=21.03, co Q / ��� :;•:.:.Q ' ��� STABILIZED, COMPACTED SOIL Oo �,� SECTION A-A Qell \ o� LFqT o TYPICAL SECTION ASPHALT PAVEMENT ROLLED ASPH. CURB DETAIL IP91 AC)o STP O tiF WIDTH OF PAVEMENT Q Boa / SITE N EXPANSION JOINT �•o • • ��' • Q• PR4P..�. R°,� S U- . . . ' ' ' LAWN ' ' 9 CONTRACTION . . • . . . . . AREA . . JOINT . . . . . . . .. . . . . . . . . . • � o = o EXPANSION . . PROPOSED. . . . . . . . .: Tc 41.36 �C 4A 45 OG'P1 co 0 1 6' CHAIN •LIN ,,o a �, JOI NT� OPEN GRATE NC :.:.:FEN CE•:•• • • • ��05.179' SO� M.H. 4 DIA. 0.2 . . . . . . . . . . . . . . . o'.'. . . . 5 • � PROP. TOP EL. 42.7 ,,. . . . . . . . . . . . . . . . . c� . . . . . f I• EXPANSION MIN. WIDTH 24' EXPANSION INV'S. 38.7 ��8 • •ry• • • • • • M ® �' ' .AWN oQ �\ M CV p PROP:. AREA- JOINT JOINT 56 + MIN. WIDTH 30' X AO 20 o KEY 1 '' =. MAP F 0 NC Q A 0 \p/?O m SCALE: 1" = 600 PLAN 25 4 20 G 'x ' '. arm \� L.P. OPEN GRATE r? \ M.H. 4 DIA. CONCRETE APRON DETAIL PROP + �ti� o.' J \ TOP EL. 41.30 o KEY + `L INV. 37.30 15'-0" (FIRE GATES) S SY .No.�AD 1PROP. 16'-0" (ENTRY GATES) a� EL. � �• 4 HIGH j ( ® DOUBLE SWING GATE a M (40. 1 c�W Q OST FOR >o \ 35 2 h q SECURITY o- \ k3. a �0_ N C�►MERA >S4 � Q Nom` OA40.56.Ss \ G• ID RAIL • 20, \ EUVELNG 1ti �h / BUILP-11 NG ss '- 4 OPEN GRATE OPEN GRATE �X 2 0, / EN LOPE �o M.H. 4' DIA. �O M.H. 4' DIA. / / 1 �A\ O � RIDGE LINE / .o r F• TOP EL. 41.30 O TOP EL. 42.7 L P o ,� r�> / / 1 rA �i 9s > \ f N INV. 36.80 �O I N V'S. 38.28 �� / �' '0 `�' / 1 o f y ! �� S INV. 36.80 `90 W INV. 36.80 O \O/ IVY GATE STOP-/ \ OPEN GRATE COVERED as ��,�0 0' PEN GRATE \ ,or \ CHAIN LINK FENCE GATE _ M.H. 4' DIA. ENTRY 9 V 24 P to 37 48.2 , / / / ,� EXISTING N TOP EL., 42.7 +A�z o l�°e / \\ / �, / J ��y U TI LI TY E o' INV'S. 37.86 d a \ 2°. a SEE PLAN FOR / 556 �u SYST�Io. +"`� �,>�, /\\ / ,o F9o\ �° EASEMENT a � s sz O APPROPRIATE �� 5'18 TOP EL. 41.0- ,00 �j / \/ ° CASTING O h �' -� O 9 lss / \ / �� 4" CONCRETE COVER / O ' ,\ O• O S O FINAL GRADE WHERE APPLICABLE �p O LL' / o og �' /(N�/$ \ '� / Sj S '�' 0 EXIST TO BE / P o F` S CD (© mo 1 POLE REMOVED \ ` / �iL 37.39 s y j °' \ 10 L.P. CONCRETE BRICK WITH / O J Lc/ ✓ 8� Cv0 J X37. / �F• \J� / / '`���cF - MORTAR & 1/2 P.C. MORTAR O � �3' O Q tij- Exl��r �' �� i O \ O ° #5 BARS 0 6" EACH WAY O � co^ LIGHT"0 BE / S,a '9,p 1 / F G � ' N 4' O co 1`O G' POLE REMOVED / y ��CA 6 k L.P. • .• I � •. „ � Off` •s9 ST /� �o X� �� � \ 6 PVC ROOF DRAIN O SYS I.r NO. 1 ° > �0 / > C ? J ' SEE PLAN & STRUCTURE O d. a- - - k •'� �G o J >\ EXIST. 6 -� - - / TOP EL. 41.30 ,� y O CHAIN LINK 12"-ADS SCHEDULE FOR MORE INFO. Q W 4 V"1 „ �"� / I F O- m ��� z q 5 trp \ l }--� N V. 37.30 I fy�,o �. \ FENCE TO BE !. . . . . . . . T 0 5g I c, - MI 6.45 a o'° ,f� / >S, EMOVED Q I EXISTING 5'-8' ° �,, 0 5 o 0 4 ` Q _PROPOSED- - - . . . . . . . . . . . . : .. CEDAR TREES o o / a _ ---- _=ASPHAL - -9�, o �Cj �{ �, a I '--DRAIN I TO BE REMOVED rL SYST. NO. 2 =PAVEMENT= O�s �I �� / 'O A'� k 36 0 z I ®�- DRAIN\ I 3'-0" WIDE SAND & GRAVEL AND REPLANTED t� TOP EL. 43.��Q \� _= np ( � w Q rI RING ( '•'; , COLLAR ALL AROUND k INV. 37.66 �- 3 MMM. IN PROPOSED 60 U �' - ° •-o o�'I,F� / X90 uj WIDE BUFFER ALONG h Q �1 w ®®®®� 4„ m �_ - , • / r s� �• OPEN .GRATE. . ®®®®®L SOUND AVENUE ,, o o - Il / / M:H. 4' DIA: ®®®®®o I _ ' :'' I ®®I��®®®�� I ,•.• L.P. ZQ.� QIvy -� '� I� � � � -� \ \ \ �j1 `� � / / / •J ' TOP' EL: 41.36. . v� � OPENI dRATE / ,o. \ / . . a : . l\7.7� c� ` �� P� ` TOP ELl 41.3 $ o INV. . 37.30. . . GROUNDWATER N SEE.DRAINAGE' CALCS: g0 O Z V `, M \ Q / 8 D� . .. � . . • .� : -�• 0 � INV. 371.43 � a Q a ��3 \ ��' I °�� // / PROPOSED. . 20 + �° P� \ o- I '° 6'. 0 �° \°, \ X00 \ I 9�- F, / / r� \ FENCE. . DRYWELL COVERED 24°. P \ \ G�v/ J / / / � / . . . . . 4 . . . . ENTRY � �o \ \ / . � • 20.o• +" \ \ \ \ I / / / oo. . . . . . ° . . . . . . . . . . OPEN GRATE °' �9 \ \ \ \'I SYST. No. 7 / / / /� / \ . `��� ��. . . . . . . . . . . / M.H. 4' DIA. k3 \+ . . . . . . . . . . . . . . . . . . /� a 'I TOP EL.(41.4) / ? / •/ / TOP EL. 42.7 -� \ G- \ \ \ / / J . . . . . . . . . C�. . Q) /• / INV'S. 38.28 `� \ \ j 1 ®1 / /. . . . . /. . . . . . . . . . . . . . . . F���. . . . . . . . . . . . �� . . . . . . . . . 0-p . . . . . . . . . . . . . o: . . . . . . . . . .� . . . : . : . : . : . : . : . :\. �\./ . (O LIGHT \ \ II °�� / //. \ . . . . . . . . . . . . . . . . . . . . . . . POLE 4 +A. V / co tQ BE O \ REMOVED ,tib100 > / j / \ z \ \ . •J / . . . . . . . . .. . 6�� + 26 Q \ \ 16h /. . PROP.. . . . . . . 0�.� -� �� \ (© a \ \ / . . . . . . 14' HIGH. . . . . . . . . . . . �o . . . . . . . . ", . . . . . . > 47.01 + \ � \ \ I � � .POST FOR . �,.. . �� L.P.�36> p� \ \ I �, `S°. . . . . . . SICURIlY. . . . . . . . . . . � . i.i . /.. // ' 47.43 \ M M �� .5 �� \ �, \ I ���OG,� / . . . . . . . . . CAMERA . . . . . . . . . . . . . . . 36\� �� ro EXIST. CONC. �`PF, RET WALL l / Q -1 p�� +HA2 \ + I �9 \ TO BE �.5�e \ �oJ\� . . . . . . . . . . . . . / . \ REMOVED ? SYST. No. 8 \ `� `0 F' \ I . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . / \ . . . . . . . L.P. Q TOP EL.(42.2) \ \ �U QO I / 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 h' 1 /f-y \ �•�` 1 \ \ I 5 . . . . . . . . . . . . . . . . . . . . . . . . . ,o . . . . . . . . .� . �./. . . ./! / / . . . . . Q . . . . . . . . . . . . . ° I/ / / �( 47.54 G \ OPEN GRATE `� 20 \ \ \ \ �� ����� o� obo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./. // / F,o M.H. 4' DIA. Q ' PRO St �P-� ° *'\ \ \�� �. F•P F, P� . . . . . . . . . . \ `�,P �1, O P SYST. No: 6 / o . . . . . . . . TOP EL. 42.7 \ �, \ \ Q�` SFO 0��,Z,� P� ��`�' �� TOP .EL.. . . . . . . . . . . . . . . . . . . . . . . . ./. INV'S. 38.7 �� �5 e� 6" N LINK O� Ar \ \ 0 CF' PG' P�'�Qy1 pJ pa . (41.'70} . . . ,. . Fq S \ FENCE \ \ pQ �P 0 F.�o �� 1 . . . . . . \ O Q ' . . . . . . . g � . �� \ �: . . . . . . . . \ �;; ; : . : .: . : .: . : .: . : .`\ \ \ \ \ Q C �,\�����.��,. Quo ����, . . . . . . . . . . . . .. . . . . . . . . . . . .,./. . si \ \ foo 1. �QOO . . . . . / f i � / Cid. . . . . . . �� . . . . . . . . . . . . . . �y� \ \ \ �A oho F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ° N •PROP. / �6 ° \ C 14 HIGH . . . �\ QP 47.36 \ Q \. . . . . . . . . . . . . . . . . . \ '� POST FOR. . \ \ j . . . . . . . . . . . . . . . . . . . . . . . . . .SECURITY. . . . . . . . \ l��0. / . . . . . 1 . . /.i . . \\ . . . . . F/R .�. CAMERA. . . . . ' . mss\ \ tiFF . . . . . . . . . .1 . . . . . . . . . . . . . . . . . /. 47.70 c F �, . . . . . . . . . . . . . . . \ . . . . . , 9T.F. . :o. �. . . . oti O' \ \ �- ,Z,P ` . . . . . . . . . �v Fq . . . . . . a6.. . ._ F �Q 1. . AREA TO BE ' . /i. . . . ° ,�� , . \ . . . . . . . . . . . . . . . + . . _ _ -. / k�9� \ h1 P \ . REPLANTED .WITH. . . P� %K .\.� „- ��• oQ i 'EXISTING 'CED / of EL. 41.0 - Fo 6S \ Q Q� . . . . .\. . . . . . .TREES. FROM! . TOPSOIL `n X, . . . . . . . . . . . . . `. . � . . . . . . `V . . . . . . . G .I . . \. . . . CEN,TI LO ADJA T• / '76, . . . . . . . . . . . . . - . . . . . . . . . d . . . . . . . . . . . / . . . . . . ����� Q` \. . Q� ! HEAVY . . . . . . . . . . . . . °O. . . . . . . . . ./. . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . V. . /�. ��'` / LOAM(OH) \. . . . . . . . . . . . . . . . . . . . . n5 Ado . . . . . O / / �Q 47.57 / LEGEND .�. . . , . . . . , , , ,\ a . . . . . . . . ' . . . � ,. . . . . . . . . . . . . . . . . . . . . . . . . ./. . . O' _ + aa� ./. cd / PROPOSED LANDSCAPING .QT4 . . . . . . / . 1 TOP• EL. ' . O. �. / . X 47.92 SAND & F 1 • i GRAVEL o A \ / . . � . SYST: No.4 1 (42.8) % V PROPOSED WALL LIGHTS yo . /. . . . . . J,� . TOP EL. . r• . . . . . . . . . . . . . . . . . . .\ . . . . . . . . . . . .�i . i . O OPO / • s (SP) � -II-Q- PROPOSED SIGNS R / `Lo . (43.0). \ , R� . . . . . . . . / FA 'sem . . . . . . . . . . . . . . . . . . . . . . . . . . . °. � . . . . . ^��O �Q�^J . . . . . . . . . . . . . .\. .i . • PROPOSED CONC. FILLED BOLLARD . .� /. . 2 . . ./. . . . . . . . . 'A \ I / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . .� . . . R . . . . . . . . . . . d /. . . . . . . . . . . . . . . . . . . . /. . . . . . �p� \ p� . . . . . . . . . . . . . . . . . . . . . . \ ��� v��% 0 FT] PROP. TRANSFORMER PAD 9 . . . . . . . . . Oj/ j.,. . . . . . . . . . . . . .. �� . . . . . . . . . . . . . . . . . . \ Cpl/ 11�. i NO GROUNDWATER ENCOUNTERED PROP. DUMPSTER . . . . . j/ . C tib' 0�� . . . . . . . . . . . . . . . 47.6 . . a ��1� TEST HOLE 2 �Go j. j., 2� A�� \��.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fae NOTE: TEST HOLE AS SHOWN ON MAP OF • D � //. .�i . / . is. k . . . �2 . . . . . . . . . .. . . . . . . ... ,`�. . . . . . . . . . . . . . . . . . . . . . j., / /�c 48.02 / NORTH FORK INDUSTRIAL PARK AS NOTES. �� Fo 5a . . . . . +. r. . . . . . / / FILED 1/27/2005 FILE #11215 ( • • • • • /. / APPROVED BY S.C.D.H.S. 12/30/2004 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON O A� \u'�. . /!.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .! oO6 / �/ 48.2 THIS SITE WAS ALSO PROPOSED AS A MAP OF NORTH FORK INDUSTRIAL PARK. o .p• • \ ! Q ��, BUS COMPANY IN 2005 AND DRAINAGE 2. THERE SHALL BE NO ACCESS TO DEPOT iso R��� \sem• i x, ' .' \ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / tK WAS INSTALLED AS PROPOSED LANE �` i�^ PROP. . �� / Q A � sig L(3 / \. o �. 1'4' .HIGH. . . . . 3. STORAGE BUILDINGS DO NOT CONTAIN �� < POTABLE WATER OR SANITARY FACILITIES. mss \ . OST •FOR 4. SOLAR PANELS TO BE INSTALLED AS S\FCURI'TY ' / 47.90 PART OF PHASE 3 . . . . . . . . . . . . . . . CA�uIERA. y . ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . .°. . . . . . . . . . . . . . . . . / . / 48.17 CO DRAINAGE CALCULATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,. . . j ,/ /48.40 AGOG f SYSTEM No. 1 •,> . . . . . . . . . . . . . . . . . . . . . . . . . . /. !. . . . . . . PAVT. & ROOF AREA = 20,050 S.F. x 100% x 2/12 = 3342 CU. FT. �. . . . . / . . . . . . . . . . . . . . . . . . USE 4-10' DIA. 13 V.FT. = 3558 CU. FT. ACT. CAP. AR k . . . . . . . ' . ' . . . . . . . . . . . . �. O / O kb. Ex1ST.. . . 6 SYSTEM No. 2 >z �� +. . . . . . . .WCLL.Q . . . . . . . . . . ./. . . . . . !. . . . 01 - �' PAVT. & ROOF AREA = 15,075 S.F. x 100% x 2/12 = 2512 CU. FT. - - / ' i �Q / RECEIVED USE 3-10' DIA. 13 V.FT. = 2668 CU. FT. ACT. CAP. FAQ, 9 / j/ .j i. /, / F/ -� SYSTEM No. 3 's / / . . . . . . . . . . ./. . ,. / / �C 48.03 % �j JUL (13 �'�?�� PAVT. AREA = 3,315 S.F. x 100% x 2/12 = 552 CU. FT. ESTIMATE OF QUANTITIES j USE 1-8' DIA. 14 V.FT. = 591 CU. FT. ACT. CAP. COBBLESTONE CURBING 85 L.F. - // ' ' ' ' ' O'WEST LL • • • • • • ' ' ' ' ' ' ' '� ' ' ' ' ' ' H{ / / 48.31 �0�� CONCRETE CURBING NONE >z�, • • • ' ' • • ' • • ' ' ' ' • • ' • ' ' �°6'-- ' -' . ' - . _is / / 0 / Sout o d Town SYSTEM No. 4 . . . . �,r'. / / / Planning Board PAVT. AREA = 1,380S.F. x 100% x 2/12 = 230 CU. FT. ASPHALT PAVING 73,811 SQ. FT. \ /' . . . . . . . . . . . . . . . . . . . / USE 1-8' DIA. 6 V.FT. = 253 CU. FT. ACT. CAP. WALKS NONE \ • ' ' • ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 448.54 FENCING 625 LIN. FT. \ ,� O FA • • / �' SYSTEM No. 5 � i � � / PAVT. AREA = 2208 S.F. x 100% x 2/12 = 368 CU. FT. DRYWELLS SEE DRAINAGE CALCS. .-N I >z° . . . . . . . . . t 148.10 1/4 ROOF AREA = 5906 S.F. x 100%x 2/12 = 984 CU. FT. c� ° . . . . . . . ' . 'AREA.�TO'BE' • ' . ' . ' • � • ' • ' • K / - J ° . •REPLANTED. WITH . rx / �� / 4&1tK F NEW � TOTAL REQ. CAP. = 1352 CU. FT. �� �Q �, >x O O� USE 2-10' DIA. 10 V.FT. = 1368 CU. FT. ACT. CAP. SITE DATA ' ' ' EXISTING' CEDAR / �� tK �� �� H GEc /r- TREES .FROM. . ' . �� - - - / 0�- ��'�,�` OWNER: �Q \-\\-\ „�2i SYSTEM No. 6 AREA OF SITE 162,852 S.F. 10 0 535 LLC PAVT. AREA = 1800 S.F. x 100% x 2/12 = 300 cU. FT. FLOOR AREA OF BLDGS. PHASE 1 25,500 S.F. FA o 000 `� ADJACENT LOT Og - a ( ) o . . I 20 FAIRLINE DRIVE �;r�.> P ""., 1/4 ROOF AREA = 5906 S.F. x 100% x 2 12 = 984 CU. FT. ��+ G ��7 , + � C / / TOTAL AREA OF BLDGS. (PHASE 1) 52,500 S.F. ° o� > �� GA 4.25 L=1 20.23 JQ �°'/ SEA CLIFF, NY 11579 `x ,TOTAL REQ. CAP. = 1284 CU. FT. > F �° � FLOOR AREA OF BLDGS. PHASE 2 20 925 S.F. «� USE 2-10 DIA. 10 V.FT. = 1368 CU. FT. ACT. CAP. � � TOTAL AREA OF BUILDINGS 73,425 S.F. 6°� � � � �c 48.42 LX-Yb� SYSTEM No. 7 / TOTAL PERCENT OF LOT OCCUPANCY 28.51% Bio �� /y PRELIMINARY SITE UT�-� PAVT. AREA = 2000 S.F. x 100% x 2/12 = 333 CU. FT. / � �o USE 1-8' DIA. 8 V.FT. = 338 CU. FT. ACT. CAP. AREA OF LANDSCAPING 3,334 S.F. OR 2.07 O A� �F CONI �� �G/ ��k, / 48.68 AREA OF BUFFERS 59,606 S.F. OR 36.67SYS ��•,� T PAVT. AREA 8 VEGETATION REMOVED FROM LOT 1.2 1,405 S.F.6325 S.F. x 100% x 2/12 = 1053 CU. FT. VEGETATION REMOVED FROM LOT 1.4 1,020 S.F. �,� �`� ec 41 o CONC. CURB /// / �, 48.85 NORTH FORK SELF STORAGE 3 1/4 ROOF AREA = 5906 S.F. x 100% x 2/12 = 984 CU. FT. ��' SITUATED AT TOTAL REQ. CAP. = 2037 CU. FT. AREA OF PAVING 73,811 S.F. OR 45.37 s� � ����� CUTCHOGUE USE 3-10' DIA. 10 V.FT. = 2053 CU. FT. ACT. CAP., SCHOOL DISTRICT MATTITUCK / 48.34 s, ��. SYSTEM No. 9 POSTAL DISTRICT CUTCHOGUE ,/ / `�� TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK WATER DISTRICT S.C.W.A. / s� �� PAVT. AREA = 23,500 S.F. x 100% x 2/12 = 3915 CU. FT. i O,o O� 0 S.C.T.M. 1000-096-01-001.3 1/4 ROOF AREA = 5906 S.F. x 100% x 2/12 = 984 CU. FT. FIRE DISTRICT CUTCHOGUE , 48.60 TOTAL REQ. CAP. = 4899 CU. FT. TOTAL PARKING REQUIRED 53 SPACES / �tiF ��`' of PREPARED BY: PREPARED FOR: USE 5-10' DIA. 15 V.FT. = 5132 CU. FT. ACT. CAP. TOTAL PARKING PROVIDED 62 SPACES 47.54 // 48.78 GO��'' KENNETH H. BECKMAN, L.S. 65 COMMERCE DRIVE, LLC EXISTING ZONING LI cn / SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE USE PUBLIC STORAGE �� CUTCHOGUE, N.Y. PARKING REQUIREMENTS 48.91 1814 MIDDLE COUNTRY ROAD � �� SUITE D tx z > �°'o, RIDGE, N.Y. 11961 STORAGE SPACE = 25,500 S.F. - 1000 = (52.5) 53 SPACES G REV. 11 27 2018 B18-19360 PARKING SPACES PROVIDED = 35 SPACES SCALE: 1" =20' REVISIONS: REV. 4/5/2019 B19-19578 DRAWN BY: KAK REV. 5/30/2018 REV. 7/2/2019 LANDBANKED PARKING SPACES PROVIDED = 27 SPACES / REV. 7/25/2018 TOTAL PARKING SPACES PROVIDED = 62 SPACES / DATE: MARCH 2018 REV. 8/is/1018 CHECKED BY: KHB _ - / DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 1 „ $0 1-1/2" 1-1y2 ASPHALT � EXPANSION JOINTS 6 REINFORCED O N CONCRETE APRON 1 1/2" W/ 6"x6" 6/6 NWM P / `� FINAL GRADE R-, O . 4 e \_ a .4 c e BI D R•COURSE° o C' d ADJACENT ,•. • d .••• V U Std e' �j VV/ e ' 12" PAVED 0PP 0 PAVEMENT d. 2'_6" 4'-0" Qj �c�, �, '6 RCA ASE COURSE F Q DRIVEWAY P m R=25.00 11z IZ117777771 " QO 9p l L=21.03' 7 SECT - O / `z ';•';Q. Q n STABILIZED; COMPACTED SOIL p �o� TYPICAL SECTION •- ASPHALT PAVEMENT ROLLED ASPH. CURB DETAIL °l °�'9F A 9�F • STD ��� . . . . . . . •�' O / ,0 WIDTH OF PAVEMENTQ F Ap�. . . . . . . C�? p / O SITE Gam. �L U,2 ' __----EX.PANSION JOINT 3 �� o' ' ' ' ' ' Ao Q ,'.'. .PROP..' R `` o �' . . . LAWN. . . �s9 a CONTRACTION . . . . . . . . . AREA 1 0 � JOINT . . . . . .. ....•.•.•.•.•. . . �� °� �P�,� 910 P gyp, = o 'EXPANSION . . . • PROPOSED . . . . . . TO rod P� �,F•� of 0 M JOINT 3 6' CHAIN'LIN, a oNC ;FENCE..'•.'.'... . .":' 45. 79' 2S . . . . . . . . . . . cp EXPANSION .'. EXPANSION MIN. WI TH 24 q16 WN' Q JOINT JOINT X056 + : : . . . . KE•Y . .I �� KEY MAP MIN. WIDTH 30 x 20.0' v PAD' I' 39 \ A PLAN o�• �,►R�P : I . SCALE: 1" = 600' rk25� 20 Gx . . . . . L.P. CONCRETE APRON DETAIL PROP. 15'-0" (FIRE GATES) KEY \ 16'-0" (ENTRY GATES) 4' PAD PROP. DOUBLE SWING GATE ' HIGH 5 CURITY \ �3 3 + ' vai C�4MERA N 40.56 x �Il h GQ. ID RI � BU DING - 20 E EL �'� / BUIL G / o�x 20 0, / ENV�LOPE / i ,oho .0 0, L.P. �tio / / \ / i 9SA �j•\ Ffs \ X96, s / 1 �� •y� �, tic \ M - ----- - - - / � / \ 9 F ALF ��y F,Olt ` p� GATE STOP < G, op Uj CHAIN I COVERED �2ti°o• I N LINK FENCE GATE ENTRY - _ / \ EXISTING 24. o' \ N ati9 2 .01 20' WIDE o Q ° _ ti°k° �F` AID. UTILITY SEE PLAN FOR �/ �y 56 �O +NIL 110 9�0 x EASEMENT APPROPRIATE O AQ �y. A31a �Z \ / \/ �O 00 g0 FINAL GRADE CASTING WHER�N APPLICABLE COVER Z �. O�t�' \ ti 0 9�0 / \\ / / S Os 15 /� /� J � OEXIST / � F s CONCRETE BRICK WITH Q J © ^Cl) co �O POLE /LIGHT9'L O� j O' \ .�o L.P. MORTAR & 1/2 P.C. MORTAR J 81 �Ov s9 / A` qg. ca C;cp / -xvo,cF` sp i #5 BARS ® 6" EACH WAY O� m �� 0 LIGH 6� / / sp / \ / F O �G O� cV �• 00 Qp� �. POLE #+ ti. / / y0� /2, I / .c��p� L.P. ? F 6" PVC ROOF DRAIN \ _ / S + / O�0 EXIST. 6' SEE PLAN & STRUCTURE � 4 0 - -� I G O '1 / 9 \ 12"-ADS SCHEDULE FOR MORE INFO. Q" , W I Ff y"� CHAIN LINK �i a v \ r - I FENCETO BE / a I EXISTING 5'-8' p / CEDAR TREES ��PROPOSED- �' .�0�,� ,,5 EMOVED E;I a I STORM I I „ TO BE REMOVED - --ASPHALT - �� �6 DRAIN I AND REPLANTED p -PAVEMIENT �O/ G / / y O q�• P Z 3-0 WIDE SAND & GRAVEL - w a RING I COLLAR ALL AROUND IN PROPOSED 60' cu Q / o✓ I - o I .. ,,.. a z �-_ _ \ ,� ���. I tic W w ( WIDE BUFFER ALONG Q � I '.. I 4" I SOUND AVENUE o \ / / / L.P. Q J ` \ \ \ I Z .. I �� I '. � �5 Q �R6 � � �'\ \ \ �� I / / jos \ / . . . . . .. . . ...... • .• . , . •.. .•.. .•.+ . .. . . . . . . . . . . . . . . . GROUN09 DWATER N S E:DRAINAGE'CALCS: ® 9p + "1 C� \ Q�' I O,y / / +/ \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4, Q aQ \ \ �e I F / / + Q PROPOSED. . . . . . . . . . . . . '. . . . . . . . . . . . . . . o 2p + M �o \ P� \ s I / 6 .CHAIN. UNK . . . . . . . . . . . . . . . . . . . . . . . / a� D� \°' \, ��� \ �� 1 / / / \ FENCE. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . DRYWELL ENTRY COVERED 24.0' tiP \ \ / / / / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ I OW A3 \ \qS• \ \ I / / / / . . . . . . . F. p�h' /* . . . . OrO. . . . . . . . . . .I,< / . EXIST \ \ I / /. \ �••-' "''� LIGHT / v".{ \ O� ,O `�" ' \ \ POLE I� /4. +F� . . . . . . . . . \. . . . . . . . . . . . . .' . � �/. V / \ 22 \ \ \ I .��� ! PROP: ' . . . . . . . . . . . Q);/_ �6h \ / \ ► . . . . . \ . . . . o � \ 14 •HIGH. . . . . . . . . . . . 1� . . . . . . . . . . . . . . - --. `,, �? > 47.01 'POST FOR . . . . . . . . . sa,,. . . . . . . . - \t,.1 . . . . IN L.P.X3.6 °o \ \ \ I .0- . . . . SECURITY. . . . . . . •. • . . ,. /. . . . . . / \ ��h \ \ \ ! . . . . . . . . . . CAMERA . . . .. . % / � ' // 36�AA \�lc\7.43 F,� o 5� w \ \ ► . . . . . . . . . . . . . . . . . . . . . . . of >,� 6 EXIST. CONC. �y5 \ P �F, k a ► . . . . . . . . . \ RET WALL gyp\ I �9 TO BE �3�6 \ �o J\ I . . . . . . . . . . . . . . . . . . . . . . . . /. . . . . . SET / \ REMOVED \ `2 � \ I . . . . . . . . . . . . . . . . . . . . . . . . . . .%. . . . . .i J \_ �? L.P. \ V ��� . . . . . . . . . . . . . . . . . . . . . . . . . /. \ \ s�Q \ 5�' '�0' \ I . . . . . . . . . . . . . . . . . . l ® 16 V \ �GP's ' 00 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l°C?pLINE ,. /. // FQ . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . ( . . 47.13 / N 20 , \ \ ! 1 ��� O� . . . . . . . �C 47.54 PROP OS . . . . . . . . . . \ ��61 . 6' H\AjN LINK o`'�� \ \ Q�`�,�� 0��.�. P� ��.ZF' �� ;./. .� F >R . . . . . . .S. . . . . . . . \ 9 ' FENCE \ \ \ \ \ �Q SPG OP e ,�Nx 1 0� \\ •S y i A�> \ �... . . . . . .. . . . . . . \ ��3 �. . . . . . . . . . .�\ \ \ e��° ����F °e �. . . . . . . . . . . . . . . . . . . . . . . . . . . IR N /�' y ,L'1 . . . . . . . . . . . . . . fro / . .� ,�o PROP. 14* \. . . . . . �\. .\ .. • . .SECURITY' \ \ \ Jlv� . . � . . •. • . •. • . . . '. . . . . • i • .• 47.36 / . . . . . ,� 1 . . . . . ! . . . . . . . . . . . .\. �q�F. .F. . . . . . . .CAMERA . . . . . . . so �� \ . . . . . . . . . . 47.70 F \ . TF. �. . . . . . . . . . \ \ P . . . . . . . . 06 _ � . . AREA TO BE •t . .. -. / P .. .REP.L . . . . .WITH. i • ' • i Qo \ .\.� . ',y . . . . . . . . . woe . \ . EXISTING 'CEO // GJP / Q rx l .: . 04,-<- . . . . . . . . . . . Q . . . . . . . . . . . . . . . . . . `C, .TREES. FROM' . �> �. ,� . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . ADJ'ACEN,T/LOT• • . . . . . . ,� . . . . � . ]P .p . . . . . . . O `\ / '.0°., . . . // . . . . 9 . . . . . . . . . . . . . . . . . . ` . . . / * . . .�� \ . �I ,o . . . . . . . . . . . . . . . Q tot / `\ . . . . LEGEND . . . . . . . . . . �� \0\. . . . . . . . . . . . . . . . . . % . . .y 47.57 / PROPOSED LANDSCAPING / . . . . . . . . . . . . . . . . . . O. . . . /. / . )/47.92 'W' PROPOSED WALL LIGHTS R� \. . . . . . . . . . . . . . . . . . /. . . . . . . . .�`J,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` -v-v- PROPOSED SIGNS Aj QOp. r. \ ; D� • PROPOSED CONC. FILLED BOLLARD Foy S� j /./ l2 / \ ' . \ . . . . h �� d . /. . . . . . . . . . . . . . . . . . . "" . . . . . . . . . . . . . . . . . . . . . . . . . . .. �\� / PROP. TRANSFORMER PAD A� . . . . . . . . . . O.A/ . . . . . . . .,. . . . . . . . . . . . . . . �s . . . . . . . . ; . . . . . . . . �. e tot PROP. DUMPSTER . .r . . . . . . . . . . . . . . . . . . . �� . . . . . . /f. /. . . . . . . . . . . . . . . oQ�. . . . . . . . . . . . . . / / 47.6 /j50J� ORS i/. �. / . . . . . \. . . . . . �, . . . . . . . . / /48.02 / NOTES: �` 2 . . �.�., . . . . . . . . . . . . . . . . .} . . .• .. . . . . . . . . 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON �qA 5� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAP OF NORTH FORK INDUSTRIAL PARK. ol� .,� \ cS�S . . . . . . . . �.! . . . . . . . . . . . . . . . . . . . . . . . . . . /48.2 / . . . . . . 2. THERE SHALL BE NO ACCESS TO DEPOT iso, >:, \ i y t LANE F.o s� �. ' . \ PROP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q14 .HIGH ' . . 3. STORAGE BUILDINGS DO NOT CONTAIN >: ��F /11 . hb, i.� Q a > pry OST 'FOR . �o . POTABLE WATER OR SANITARY FACILITIES. �s \ o ' ' ' ' ' ' ' ' ' ' ' ' ' 4. SOLAR PANELS TO BE INSTALLED AS S CURITY Y . o; . (. 47.90 PART OF PHASE 3 . . . . . . . . . . . . . . . . . . . . . . . . CAMERA. ' •. . .. . . . . . . . . . . . . . . . . . . . . . . . . . ; /" �` . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ./. / . . . . . �p . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . , . , �t 48.17 . . . . . . . . . . . . . . . gyp. � G DXINAGE CALCULATION ,. . . . . . . . . . . . . . . . ,� , / /c 48.40 0 PA T. & R OF AREA = 20,050 S.F. x 100% x 2/12 = 42 CU. FT. , , USE 4-10' A. 13 V.FT. - 3558 CU. FT. ACT. CAP. FA . . . . . / I �!. p�-�' /// / ,`Ga a. "S .6 i. 60 RECEIVED l 1:, �� +. . . . . . .WELL.O /. . . . . . .. . . . . . . 1. . . . to - ",07 - PA T. & ROOF REA = 15,075 S.F. x 100% x 2/12 = 2512 CU. FT. - , _ / y �Q /� / ---- US 3-10' DIA. 3 V.FT. = 2668 CU. FT. ACT. CA . . . . . , . . . Y. . . . . . ' " i /! / ���/ . MAY 2 4 2019 Y ESTIMATE OF QUANTITIES . . . . . . . . . ./. . . . . . . . . . . �. 48.03 PA . AREA = 3, 5 S.F. x 100% x 2/12 = 5 CU. FT. `s / /• ' / i ��/ Southold Town US 1-8' DIA. 14 . T. = 591 CU. FT. ACT. P. - EXIST. �+` / COBBLESTONE CURBING 85 L.F. / WELL / e i / / o��/ Planning Board M N 4 CONCRETE CURBING NONE R� . . ' . . . ' . . . ' • • • ' ' ' ' ' �p0 _'j� / �( 48.31 P T. AREA = 2,835 F. x 100% x 2/12 472 Cu. FT. ASPHALT PAVING 73,811 SQ. FT. /'>� . . +°� • • / / / U 1-8' DIA. 12 V.FT. = 507 CU. FT. A CAP. WALKS NONE \ I • ' • • ' ' ' • • • ' ' ' ' ' • ' ' ' '. • • • • • • • /// / �E �F NEGf, i / / 48.54 �P N H l- FENCING 625 LIN. FT. \\ ,: o FA / etc O,p P VT. AREA = 2,010 S.F. 100% x 2/ 2 = 335 CU. FT. DRYWELLS SEE DRAINAGE CALCS. �s I >:�, • • . . 148.10 ,� ,0 AREA 'TO BE' / �. J U E 1-8 DIA. 8 V.FT. = 3 8 CU. FT. ACT. CAP. J C'l > O Q � / / 4&1§9 �� : ?, ^' z S STEM N . . . . . . . F. / >x '.t; rl >: REPLANTED. WITH �. P VT. AREA = 6100 S.F. x 1 % SITE D ATA EXISTING- CEDAR ' . ' / �� / �� 2/12 = 1017 CU. FT. � �`i - - -- � p`E' � �G �� m _, :.�,:.��,��•..� � 1 4 ROOF AREA = 3375 S.F. 1 0% x 2/12 = 562 Cu. FT. AREA OF SITE 162,852 S.F. �, TREES .F`ROM . c, OWNER: T TAL REQ. CAP. = 1579 CU. F,o p B �' -ADJACENTLOT • • • • g '� 535 LLC o4� FLOOR AREA OF BLDGS. (PHASE 1) 25,500 S.F. o �. / U E 2-10' DIA. 12 V.FT. = 164 CU. FT. ACT. CAP. A6, (� A > X74. , , , 20 FAIRLINE DRIVES 'STEM \ TOTAL AREA OF BLDGS. (PHASE 1) 52,500 S.F. •�> BIF, >.�,� G.o 25 L=1 20.23 JQ �/ / SEA CLIFF, NY 11579 N FLOOR AREA OF BLDGS. (PHASE 2) 20,925 S.F. O P VT. AREA = 3160 S.F. x o% x /12 = 526 Cu. FT. TOTAL AREA OF BUILDINGS 73,425 S.F. /0'48.42 1 4 ROOF AREA = 3375 S. . x 100 x 2/12 = 562 CU. FT. l0 ❑ ' TOTAL PERCENT OF LOT OCCUPANCY 28.51 � � PRELIMINARY SITE LAYOUT TAIL REQ. CAP. = 1088 U. FT. IYSSTEM E 1-10' DIA. 16 V.FT. 1095 CU. T. ACT. CAP. AREA OF LANDSCAPING 3,334 S.F. OR 2.0% �oo�> ltiF ooN� �� ��/ `��� / 48.68 AREA OF BUFFERS 59,606 S.F. OR 36.6% R>•� r y� AVT. AREA = 5000 F. x 100% x 2/12 = 833 ICU. FT. VEGETATION REMOVED FROM LOT 1.2 1,405 S.F. NORTH FORK SELF STORAGE SE 1-10 DIA. 13 V. T. = 889 CU. FT. A T. CAP. VEGETATION REMOVED FROM LOT 1.4 1,020 S.F. >:> os CONC. CURB / �, 48.85 AREA OF PAVING 73,811 S.F. OR 45.3% s� , �N% �°6� SITUATED AT AVT. AREA = 47 6 S.F. x 100% x 2/12 = 93 CU. FT. SCHOOL DISTRICT MATTITUCK / 48.34 1�\ Gp� 9 CUTCHOGUE POSTAL DISTRICT CUTCHOGUE / ` SUFFOLK COUNTY, NEW YORK SE 1-10' DIA. 1 V.FT. = 821 CU. FT. ACT. AP. WATER DISTRICT S.C.W.A. / s� / �� o TOWN OF SOUTHOLD, FIRE DISTRICT CUTCHOGUE / °'0 48.60 o� g S.C.T.M. 1000-096-01-001.3 AVT. AREA 11,089 S.F. x 100% x 2/12 = 18 8 Cu. FT. TOTAL PARKING REQUIRED 53 SPACES PREPARED BY: PREPARED FOR: /4 ROOF . A = 3375 S.F. x 100% x 2/12 = 2 Cu. FT. TOTAL PARKING PROVIDED 62 SPACES �� 47.54 / 48.78 �o`'�' KENNETH H. BECKMAN, L.S. 65 COMMERCE DRIVE, LLC OTAL REQ. CAP. = 2410 CU. FT. SE 3-10' DIA. 12 V.FT. = 2463 CU. FT. ACT. CAP. EXISTING ZONING LI ❑ j USE PUBLIC STORAGE � � / F, SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE YSTEM 0. 11PAVT. EA - 26,585 S.F. x 100% x 2/12 = 4430 C FT. 0- //oQ�� 48.91 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 1/4 R OF AREA = 3375 S.F. x 100% x 2/12 = 5,62 C FT. PARKING REQUIREMENTS �� ��N SUITE D RIDGE N.Y. 11961 • REVS. 11/27/2018 B18-19360 TOTA REQ. CAP. = 4992 CU. FT. 500 S.F. _ 1 D00 = 52.5 53 SPACES � ' �G�°c ' STORAGE SPACE = 25, REV. 4/5/2019 819-19578 USE 5-10 DIA. 15 V.FT. = 5132 CU. FT. ACT. CAP. � eG ! SCALE: 1" =20' REVISIONS. DRAWN BY: KAK S TEM PARKING SPACES PROVIDED = 35 SPACES FINAL No. 1 / REV. 5/30/2018 P VT. AREA = 1850 S.F. x 100% x 2/12 = 308 CU. FT. LANDBANKED PARKING SPACES PROVIDED = 27 SPACES / REV. 7/25/2018 SE 1-8' DIA. 8 V.FT. = 338 CU. FT. ACT. CAP. TOTAL PARKING SPACES PROVIDED = 62 SPACES DATE: MARCH 2018 REV. 8/10/2018 CHECKED BY: KHB REV. 0/15/2018 DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 1 223'-0" DAA 1113 21'-6" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" D i G i ova n n i & Associates Architects \:2--O" 0 x 4'-0" 26 Preston avenue GONG. PIER (TYPJ sea cliff, ny 11579 (516) 671 - 3624 o fax(516) 759-7138 o I I I I I I I 1 I I I I 18-50 6" x 6" STEEL AqC COL'S ABOVE (TYP) ��,� DIG/O sk M1 N V- 71 JF NEW�O o I I I I I I I I I I I I 155LEC> 0 A B G D E F G H I J K L M N 0 P Q R 5 T ll V W X 225'-O" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" O � 10'-0" ` 10'-0 10'-0 " 10'-0 10' " 10' " 10'-0' " " -010-010'-O '-O" 10'-0"10-O 10 — 7 — — ' " !Ir — — –� — — — .J. nj r 13'-8" SPRINKLER 15x1 i 5x10 olOx10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 q 10x10 10x10 ROOM w O "(D � � I I I ( I I I I I I I I ( ' ?7- 15x5 _ O , o Ox 15 10x15 10x15 10x15 10x15 10x15 10x15 10x15 10x15 10x10 10x15 10x15 10x15 10x15 10x15 10x15 10x15 10x15 UP O O O UP 5x5 L L L— L ELEV. 0 0 O MACH. RM X I 15'-0.. " X 6 � r� O TMP U. LOADING O x I AREA = l0 10'-0" TMP 0 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 10 x 15 lox 15 10 x 15 10 x 15 10 x 15 IO x 15 10 x 15 10 x 15 10 x 15 x01 OX I ° � o o � 0 0 0 0 0 0 '° x 5 0 ox to 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 10x15 , 10x10 R"-IOx10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 w 10x10 10x10 15x10 , I L 225'-0" R E V 1 5 1 0 N 5 OR055 FLOOR AREA = 13,500 sq/Ft THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE CIRCULATION AREA = 3240 sq/?t PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE NET AREA = 10,260 sq/Ft PRO5E0AED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN510N5 AND SHALL BE RESPONSIBLE FOR FIELD FIT GE L L AR PLAN O° BEOF"�` �OR �O� � CONTTORSER NEGLECT 0 H15 PART. North Fork Self Storage 65 Commerce Drive Cutchogue, NY CELLAR PLAN 1�22/20Iqan AR RECEIVED DATE FEB 2 6 2019 A5 NOTED Southold Town S C A L E 1 OF 6 Planning Board DaAwN BY .\/13 CHECKED BY DD MIMI, P% A r3 0 1 'El J PA n n DiGiovanni & Associates 225'-°�� Architects 1'r(2" 211'49" 20'-0" 20'-0" 20'-0" 20'-0" 201-011 20'-0" 20'-0" 20'-0" 20'-0" 21'-6" I'- If 26 preston avenue r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — sea cliff, ny 11579 (516) 671 - 3624 - I ■-- — — —� — — �— — — � — — --� — — -� — — —� — — � — — ®— — — � — — � — — � fax(516) 759-7138 1 1 I I I I I I I I I I I I I I � LINE OF METAL � I ROOF (TYP) I 0-50 p-D/G/oG r�t� z I 6" x 6" STEEL I 9T re,6g I COL'S (TYP.) 1 C of NEW'�pP Lr)I I I -U-N 1 5 51J E D v- " I I I o I I � I I 225'-0" I 10'-0" 10'-0" 10' 0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0- I0'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-011 O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 8'-/" 2- W 1 i n PJ O (6 x 1S) ON UP IO x213 0x213 IO x21.5 10x21.5 IO x215 IO x215 IO x213 IO x213 IO x215 IO x213 IO x.213 IO x215 IO x213 IO x215 IO x27.5 10x213 IO x21.5 IO x21.5 IO x215 IO x215 x 11P ON 1 (10 x 10) i O O O O O O O O O O O O O O O O O O O O I 5 0 0 5 0 10'-0" 101-21, IO x213 IO x213 0x.215 IO x21.5 IO x21.5 IO x213 IO x215 IO x21.5 IO x213 IO x215 IO x213LOADING 8S x21.5 IO x21.5 IO x21.5 IO x215 IO x213 IO x215 IO x21.5 IO x215 14.'15x215 AREA O 1125 x 8.33 ry O N POILER/ i ELECTRIC ROOM VESTIESULE ry 10'-0" 10'-10" i 7 O O i REV 1 5 1 0 N 5 225'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. OR055 FLOOR AREA 13500 s /ft CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND a DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT CIRCULATION AREA = I'g23 sq/rt AND OUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE NET AREA = 11,511 SR/ft ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE61LECT ON HIS PART. FIRST FLOOR PLAN North Fork A-2 Self Storage 65 Commerce Drive Cutchogue, NY FIRST FLOOR PLAN 1122/201q DATE RECEIVED -- - ---- A5 NOTED FEB 26 2019 5 G A L E 2 OF b Southold—Town- Dom' BY JVI3 Planning Board CHECKED BY DD l DAA DiGiovanni & Associates T ll v w X Architects A B G D E F G H I J K L M N 0 P Q R 5 225'-O" II �0 -o ;fl -0Or II 2, I2S6-5pr0e ston avenue e 10' o" to-o 10.-0'. loo 10' to-o Io-o to-0 10 1.011 loo lo-o - -0lo-o -o to,-o" - " sea cliff, ny 11579 lo'- lo' lo-o (516) 671 - 3624 fax(516) 759-7138 a � eRrn� IL 1010 1816` OF h 155UED(6 x 1.5 x ON!0x213 10x213 10x215 10x21.5 !0x215 10x215 10x215 ON UP IO x21.5 x21.5 !0x21.5 !0x215 10x213 !0x21.5 !0x21.5 !0x215 IO x213 !0x21.5 !0x215 !0x215 !0x21.5 (10x !0) Pi � I 2 2 2 2 O O O O O O O O O O O O O O O O 1 ® O O O O I I I I I I I I I I I I I I I I I I I I I O OO O O O 10'-0" 101-2" '^ o u, IO x21.5 10x215 0 x21.5 !0x21.5 !0x213 IO x.213 !0x.21.5 !0x21.5 !0x21.5 10x213 10x21.5 I E I r 8.5x.21.5 !0x.215 !0x213 IO x215 !0x213 !0x213 10x21.5 !0x213 14.15 x2131 I I I I3 1125 x 8.33 I _ O I ry I O I 2 I I 10 x2.25 I I I O -J L 1 IL IL 11 1 —4- 225'-0" GROSS FLOOR AREA = 13,500 sq/ft CIRCULATION AREA = Ib12 sQ/ft NET AREA = 11,828 sq,/ft SECOND FLOOR PLAN F-O" B G D E F C H I J K L 225'-D" 5'-0" 10'-0 10--0- 10. " -0 " 10' 10'-O " lo'-O" 10'-O 10'-O " 10'-0" " " -011 0 10 0" 10-0 " l0'-0 ' 10' 0 ' " 10'-O" 10-O 10'-O" 10-O LAR COLLIE TORS I I ETAL STAN I INC SEAM I I I (TYF) ROOFING(Tyr 1111111 L 11111111 1 .1 1 1 REV 1 5 1 0 N 5 WILEFLUE ! THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE I I I I I I I I I I I I I I I I I 1 I 1 j PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE TT I PROSECUTED. r- m CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND I 1 DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT I =LL i AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART. I I I r I I I I _ I I I I I I I I I I I m I I 1 I I I I I I North Fork TO 2n FLOOR d I I I 111 1H KII II fli SLAB EL+10'-8" Self Storage T7T I I I I I I I I 65 Commerce Drive o I I I I IC utchog ue NY I I I I I I I I TO 1st FLOOR SLAB I I ffll�� I I I I I I _ DATUM EL. +0'-0" �� �� �� � �� � � � �� � L LETTTAL LEADERS d WALL PACK LIGHT I 551 01 `4D FLOOR ERS40'-0" O.G. I'-0" high METAL B ND (TYP) METAL LOADING q'-O" WIDE METAL ROLL UP FIXTURES 40'-0" 0/6 ETAL (TYPE AREA W/(2) DOORS(TYPE MAX(TYP) SIDING o I 5101% PLAN DOORS (.1,�P) PLAN I$ ELEVATION 1 (NP) I CELLAR I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___________________________________________ EL. -10'-8" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __________________________________________________- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -: Ami - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I/M/201q CI4s ED DATE SOUTH ELEVATION FEB 2 6 2019 A5 NOTED A-3 175— = I'-O" Southrold Town 50 A L E 3 OF b Planning Board DRAWN BY JVI3 CHECKED BY DD D AU 'A in r3 X N V U T 5 R a P N nM L K J I H 6 F E D G B A ® ® 225'_0, DiGiovanni & IO'-O" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" IO'-0" 10'-0" 10'-0" 10'-0" Associates LAR GOLLEGTO 5 METAL STANDING SEAM Architects (TYPJ RO FIND (TYP) 26 Preston avenue sea cliff, ny 11579 ' (516) 671 - 3624 o, METAL RO F ' r fax(516) 759-7138 (T)TI L Im BOTT. OF 8'JO IF BM ® LP EL. +20'-0" �S Aq IG/OL off I i i ' "(YSTEEL EAM OH TJ o �z m i b" x b" STEEL a ` (69 P� " x b" STEEL I I I I COL'S(TYP) I O �110 L'S (TYP) n � TO.2nd LOO pF NEw SLAB EL+10-8 Q 0 1551JED I I I I I TO Ist FLOOR SLA DATUM EL. +0'-O" _ LJ LJ LJ LJ�2'-o" � x4'-o° LJ LJ LJ LJ LJ LJ LJ —METAL L METAL 5I0IN7 GONG. PIER (TYP) L1'-0" high METAL BAND METAL LEADERS b 5I0ING BEYOND (TYP) WALL PACK LIGHT BEYOND (TYP) GUTTERS 40'-0" O.G. BEYOND � FIXTURES 40'-0" 0/G (TYP) MAX (TYP) (BEYOND -TYP) I CELLAR EL. .10.V. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NORTH ELEVATION LINE OF SOLAR 3.C(P rrp COLLECTORS(TYP)A-4 I/8"" = I'-O" BOILER FLUE s„ EYOND Oz METAL ROOF LINE OF SOLAR ' L2 L2 3'-0" (TYPJ COLLECTORS(TYP) 3'-0" BOTT. F® HP4 a 4 (TYP) V4 (TYP) EL. +21'- BOTT. OF 21'-BOTT. OFIra Alk BM ® LP -' EL. +20'-0" OH 2'_0" GLAD STEEL BEAM OH I I (TYP) I METAL 5IDING (TYP) w b" x b" STEEL - TO.2nd FLOOR � COL'S (TYP) ' SLAB EL+10'-8" o ry 0 TO Ist FLOOR SLAB DATUM EL. +0'-0" L J 2'-0" x 4'-O" �� J 1'-0" high METAL LL PACK LIGHT GONG. PIER (TYP) I BAND (TYP) FIXTURES 40'-0" 0/G METAL LEADERS d MAX(TYP) GUTTER5 40'-0"O.G. I o (TYP) I — CELLAR EL. -10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEST ELEVATION R E V 1 5 1 0 N 5 0 LINE OF 50LAR COLLECTORS(TYP) THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE BOILER FLUE PROPERTY OF THE ARCHITECT.INFRIWEMENT5 WILL BE BEY NO - PRO5EGUTE0. o z LINE OF SOLAR METAL ROOF CONTRACTOR 5HALL VERIFY ALL FIELD GONDITION5 AND ryL2 L2 BOTT. OF 3,-0" COLLECTORS (TYP) (TYP) DIMEN510N5 AND SHALL BE RESPONSIBLE FOR FIELD FIT 4 4 BM a HP 12 3 O AND QUANTITY OF WORK.NO ALLOWANCE 5HALL BE MADE m Q „ EL. +21'-0" (TYP) y4Zo (TYP) ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR O 3-� NEGLECT ON HI5 PART, BOTT.OF .01 EL. +20'_0" North Fork H GLAD STEEL BEAM 2'-0" I (TYP) I off I Self Storage TO 2nd FLOOR - V x b" STEEL SLAB EL+10'-8" n COLS(TYP) o 65 Commerce Drive N 0 Cutchogue, NY TO Ist FLOOR SLAB I \ DATUM EL. +0'-0" E L E Y/A T I O N C,J I'-0" high METAL WALL PACK LIGHT METAL i I I I I 2'-0" x 4'-D" I I � BAND (TYP) FIXTURES 40'-0" 0/0 5IDING METAL LEADERS d I L J L CONC. PIER (TYPJ L J MAX (TYP) (TYP} o I GUTTERS 40'-0" O.G. I (TYP) I CELLAR I I I/.22/201q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ���I ED DATE AIM4 3 EAST ELEVATION FEB 2 6 2019 A5 NOT 4 OF 6 SoutPlannhoId -1-own ng Board DRAWN BY JVB FEGIGED BY DD 240'-0" rNMENIII., ON A in E, 20'-0° 20'-0° 20'-0° 20'-0° 20'-0° 20'-0° 20'-0° 20'-O" 20'-0° 20'-0" I'- " Ulk ® rl - II --------------------- 1 - I - - - - - - - I- - - - I - - - I I I ------------------ II D i G i ova n n i & - - - - - - - O - - - - - - - Associates LINE Architects ROOF (TYP) jl I I I I I I I I I I I I � I I I 26 preston avenue sea cliff, ny 11579 b" x 6" STEEL COLS(TYPJI 516 671 - 3624 l i fax(516) 759-7138 I- - - - I - - ' � IS-50 PEDG q�,y/� A — � I I N 26 -0 IL c - t OF NE`N 10'-0" 101_0" IO'_O" 10'-0" 10'-0" IO'-O" 10'-0" 10'-0" 10'-0" 101 _0" 10'-0" 10'-0" 10'_O" 10'-0" 10'-0" IO'-O" 101_0" 101 _0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10-0.1 0-0" l o'-o" — 15sluED Q 10' x-20' 10' x 20' 10' x 20' 10' x 20' 10' X-201 10' x 20' ]X-2010' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x.20' 10' x 20' 10' x 20' 10' x.20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' X-20, Q 0 0 ry ry O (D O O O O O O O O O =41O O O O O O O O O O O O O .11 O 265'-0" RAB LIGHTING LED MODEL WPLED26 3000K WALL 5U I L C� I N L.//� 2 FLOOR FLAN PACK LIGHTING FIXTURE; URS OFD 8'-b" ABOVE I GRADE (TYP FOR I6) - HOURS OF OPERATION DUSK TIL 10:00 PM A 2 5,200 sf 5/52" = 11-011 3'-0" LINE OF 50LAR COLLECTORS (YP� BEYOND (TYP) METAL ROOF -�`- BEYOND (YP) 4Y ' BOTT. OF BM 0 HP 1'-O" EL. +21'-0" I_O OH VGLAD STEEL BEAM OH BEYOND (YP) b" x 6" STEEL I 6" x b" STEEL I ' METAL ROOFING (YPJ ' ' ' ' COL'S BEYOND COLS(TYP) (TYP) 0 C=zz= —L. ��_ L =d. -- - I I I I I I I I I I I 1 I I I I I I I I 9'-O" WIDE METAL ROLL UP METAL LEADERS d DOORS(TYP) GUTTERS 40'-0" O.G. RAB LIGHTING LED MODEL WPLE026 3000K WALL (TYP) PACK LIGHTING FIXTURE; MOUNTED 8'-b" ABOVE 2 E3 L D(5 2 NORTH ELEVATION GRADE (TYP) - HOURS OF OPERATION DU5K TIL 10:00 PM LINE OF SOLAR 3'-0" 3I�,PCOLLECTORS(YP) METAL ROOF N (TYP BOTT. OF M® LP OH GLAD STEEL BEAM I OH 6" x b" STEEL METAL ROOFING(TYP) (TYP) N N COLS(TYP) ` GOL'5(YPJ L 11 O I p I I I I I I I I N RI V E 5 I O N 5 - I , I � I 1 I I I I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE 1 1 I I I I I I I I I I I I I I I IF 11 PR05EGUTED. I I I I I I I 1 1 I I I I I I I I I I I I I I I 0 x 4'-0" METAL LEADERS d 1 1 I I I I I I I I I I GONG. PIER (TYP) GUTTERS 40 0 O.G. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND (BEYOND -TYP) RAB LIGHTING LED MODEL WPLE1226 5000K WALL DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT PACK LIGHTING FIXTURE; MOUNTED 8'-b" ABOVE AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM NEGLECT ON HI5 PART. 5 5LIAC 2 SOUTH ELEVATION A2 5/52" = 1'-O" North Fork LINE OF SOLAR METAL ROOF COLLECTORS (TYP) 3'-O" 3'_0" METAL ROOF COLLLINE ECTORS(TYP) 3'-O" YP (TYPJ V L2 TY YP = (TYP) y TYP Self Storage 4 %Z � BOTT. OF _ I - _— T, / BOTT. OF —T BM® HP — BOTT. OF BOTT. OF — BM ® HP 65 Commerce Drive EL. +21'-0" _O„ BM ® LP BM ® LP 3_ EL. +21'-O" GLAD STEEL BEAM I 2,_O„ EL. +20'-O" EL. +20'-0 2,-0„ 1 LINE OF SOLAR OH (TYP) OH GLAD STEEL BEAM OH COLLECTOR(TYP) Cutchopp��ue NY OH (YPJ _ b -O" TYP A 2 I b" x 6" STEEL o 0 I F L2 Y4 TYP COL'S(YPJ I o o 6" x 6" STEEL � BUILDING ry COLS (TYP) IT ITI 1 1 PLAN ELEVATIONS � zI II II II II 1 III I � Z I I I I i u , n I I I I i n ,- n I I 1 I------------ I � � E------- ------------� LJ L1 2-0 x 4-0 LJ LJ 2-0 x 4 0 LJ LJ E------------ -------� IM/20H RAB LIGHTING LED MODEL WPLE026 3000K WALL GONG. PIER (TYP) GONG. PIER (TYP) RAB LIGHTING LED MODEL WPLED26 5000K WALL PACK LIGHTING FIXTURE; MOUNTED 8'-b" ABOVE PACK LIGHTING FIXTURE; MOUNTED 8'-6" ABOVE RECEIVED D A T E GRADE (TYP) - HOURS OF OPERATION DU5K TIL 10:00 PM GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PMFEB— - NOTED 5L.1� 2 EAST ELEVATION BLDG 2 NEST ELEVATION so- � s 20- A r-ALr: 4 5 5 OF b A`-2 5 52" - 11-011 A-2 „ _ „ planni g Boa n SCALE Planning Board DRAWN BY .�/B / = CHECKED BY DD DAA DiGiovanni & W = Associates 10' ID' 7 10'10-0 10-0 0 10 " 030010-010-010-0 -0 -010- 10-015-0IC 10 " 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" Architects I I I I 1 I I I I I I I I I I I I I I I I I I I 26 preston avenue sea cliff, ny 11579 F (516) 671 - 3624 0 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x-20' 10' x-20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x-20' 10' x 20' 10' X-20' 10' x 20' 10' X-20' 10' x 20' 10' x 20' 10' x 20 10' x.s n € fax(516) 759-7138 � I5-50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 OI ��RED DI A C) RAB LIGHTING LED MODEL WPLED26 3000K WALL PACK LIGHTING FIXTURE; MOUNTED b'-b" ABOVE s iui69 Q� GRADE (TYP FOR 20) - HOURS OF OPERATION DUSK TIL 10:00 PM FOF NE�y0 W 10'-0'' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" I I I 1 I I I 155 ,IJED L3U I LD I NO 5 FLOOR FLAN A-5 6,600 sf 3/32" = 1'-0" x 20 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x .20' o 0 ry 0 0 0 0 0 J g� 2 RAB LIGHTING LED MODEL 104PLE122b 3000K WALL PACK LIGHTING FIXTURE; MOUNTED b'-b" ABOVE GRADE (TYP FOR 20) - HOURS OF OPERATION DUSK TIL 10:00 PM WW F Z METAL ROOFING(TYPE !!!!!! f I I I I I I I I I! m _ 1 � 1 e I I I I I I I I I I I I I I I I I I E I RAB LIGHTING LED MODEL WPLE026 3000K WALL METAL LEADERS d PACK LIGHTING FIXTURE; MOUNTED b'-b" ABOVE GUTTERS 40'-0" O.G. € GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM (TYPE 2 5LD0 5 EAST ELEVATION ; z: J! J Aii F i eE l I I I I i 9 " 1 � ii it I I I I I i W z J RAB LIGHTING LED MODEL WPLED26 5000K WALL PACK LIGHTING FIXTURE; MOUNTED b'-b" ABOVE GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM METAL ROOFING (TYP) REV1510N5 I I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PRO5E0JTED. q'-0" WIDE METAL ROLL UP METAL LEADERS d RAB LIGHTING LED MODEL WPLE026 3000K WALL DOORS (TYP) GUTTERS 40'-0" O.G. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND PACK LIGHTING FIXTURE; MOUNTED b'-b" ABOVE (TYP) DIMEN510145 AND 5HALL BE RE5PON51BLE FOR FIELD FIT GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM AND GIVANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. 3 E3LDC 5 NEST ELEVATION North Fork Self Storage -- T-TTI � , _ - i H-Ti-11 I - - 65 Commerce Drive Y4 2 � c' I a-' w Y4 Cutchogue, NY _ I I I I zi _ z RAB LIGHTING LED MODEL WPLED2b 3000K WALL � PACK LIGHTING FIXTURE; MOUNTED &'-b" ABOVE E3llILDIN6 3 GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM PLAN $ ELEVATIONS RAB LIGHTING LED MODEL WPLE02b 3000K WALL PACK LIGHTING FIXTURE; MOUNTED b'-b" ABOVE GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM 1/22/2019 RECEIVED`` ED DATE AMD q BLDC 3 NORTH ELEVATION 5 BLDC 5 SOUTH ELEVATION FEg_26 2019 A5 NOTED A-3 3/32" = 1'-O" A-33/5 = 1'-0" south-&Td Town 5 G A L E b OF b Planning Board DRAW"BY CHECKED BY DD 0 0 1-1/2" 1-1/2" ASPHALT 6" REINFORCED o EXPANSION JOINTS CONCRETE APRON O , FINAL R=1" 1 1/2" W/ 6"x6" 6/6 NWM -' GRADE °BINDER.COURSE° .c' .� ` m o ' n :.• ° •:• / �11FF��"�� U >\Z\ O i� ADJACENT 4` 12" PAVED Q �R' OP�P RCA ASE COURSE FPAVEMENT QOM TG 2'-6" 4'-0 DRIVEWAY P m ��G R=25.00 p Q� L=21.03 /i�/i�/i�/i�/i�/i�/i /i�/i�/i�/i�/i�/i�/i�/i�/i� 7 �pc'o Q / ��� ,.;..Q ' n STABILIZED, COMPACTED SOIL Off, Q,'�,� SECTION A A . + :... a o �Fe�c Q o TYPICAL SECTION ASPHALT PAVEMENT ROLLED ASPH. CURB DETAIL F A F WIDTH OF PAVEMENT Q �� °$ SITE pp Q O G�. N EXPANSION JOINT a • • • • . • • • • sr o LAWN. ' ' 9 Ld CONTRACTION .AREA . . JOINT . . . . . . . . . . . . . . 00 7G� �G � ��Pcj Po RP�� o o EXPANSION 3 ' . . . . . : PROPOSED. ... .......:...: 00• TC 41.36 �C 4�45 OG'P1 X60 GP�Q \000 OFO� I 6. CHAIN .LIN a 4 �, JOINT OPEN GRATE N FENCE.. . �. . ��� M.H. 4 DIA. p C o.:.;. . .;. 05. 79 . . . . . . . . . . . . . 4i PROP. . .'. . PROP. . TOP EL. 42.7 �,. . . . . . . . . . . . . . . . . . . . . . �'.', �F, EXPANSION MIN. WIDTH 24' EXPANSION INV'S. 38.7 +k�a . . .......... . . .......:.. . O E .:.:.:..... ��. ... ., . GQ JOINT JOINT ge M . . .'.+.'. . . . .' vN ,� . . .PAD. . . . . .'. ,AREA MIN. WIDTH 30' X �O M 20• `, O \ KEY MAP A c t00 I' . . • I• • A �0�,' SCALE: 1" = 600' PLANO.L. Gq . . . . .:. . . . . .I. �, L.P. OPEN GRATE ° KEOP. ra �o� \ �1 M.H. 4' DIA. CONCRETE APRON DETAIL PAD .� ��� o� \ TOP EL. 4,.30 15'-0" FIRE GATES o �4 0 + 1 0 INV. 37.30 ( ) �' ~ SYST.No.3 v �' �o�' 00 PROP. L.P. 116'-0" (ENTRY GATES) � TOP EL. � � " 4' HIGH � DOUBLE SWING GATE a ,� 2 M (40.V1 N POST FOR 4 CURITY o• \ \ CAMERA 40.56 STRIPING 4 Q ter, �',oA x Q BU �h� 1 O ID RAI 20' E P / BUIL ING ss A OPEN GRATE OPEN GRATE �X 2 , / ENLOPE j p / y o,� M.H. 4 DIA. 00 M.H. 4' DIA. / 1 'o\ S TOP EL. 41.30 O RIDGE LINE / A TOP EL. 42.7 L.P. ° M rA�, / / 1 i ryt 9s� v'j�\ �fiJ, N INV. 36.80 �O INV'S. 38.28 �ti. ��• �% •� / /\ ,-� ?0 •J y �j• S INV. 36.80 `90 o a \ 9<A 0 o W INV. 36.80 O \O, rl co / _ O II GATE STIOP� x CHAIN LINK FENCE GATE I I OPEN GRATE COVERED A ��� TOP GRATE j o - EXISTING _ M.H. 4' DIA. ENTRY t� M NIOV. 37.481.2 / , / \ / / G N TOP EL. 42.7 +�ti� �� J �\ / i / J `��y UTILITY E INV'S. 37.86 / \ &,. SEE PLAN FOR 5 `o a '�� + tip �,��p• /\\ + F9a\ X �� EASEMENT e cv SYST. No. 11 APPROPRIATE / �� '►8 �5 TOP EL. 41.0 0:,% \� / \/ �° 'no moo go CASTING -� trs �. [4" CONCRETE COVER v •t3sy / \ / \ O� J p �s O FINAL GRADE WHERE APPLICABLE (p Z d �' / • � /INV'S \ SJ 15 � #EXIST TO BE � P O CONCRETE BRICK WITH Q� �© M �w p 137 POLE REMOVED a 1`7.39 / ��QQ / sic j o- \ \o L.P, MORTAR & 1/2 P.C. MORTAR O ��� ��81 ^�� 5 BARS ® 6" EACH WAY O co �'CI LIGHT EXIST TO BE ✓/ # O POLE REMOVED S' ro I / � �' /- ,p N Q,1 Q #+ 4 �'.o �2 - - .. OI sz/ L.P. 6" PVC ROOF DRAIN M SYST. No. 1 S� �/ + O.0 / r?j 20 F/ e. J ' SEE PLAN & STRUCTURE � o d 0- -� / ,l TOP EL. 41.30 1�•� / �� o,� J 'o\ CHAIN UNK 12"-ADS SCHEDULE FOR MORE INFO. `r �Q 8��SM M 1 / \�/ N/S INV. 37.30 I fy�o -9' o\ \ FENCE TO BE / E INV. 36.45 a I EXISTING 5'-8' 0.5g 2 1 �6; / 4�p ,� k15f� / S, EMOVED w I CEDAR TREESUJI o /SYST. No. 2 � �i � �'•o z o > I STORM TO BE REMOVED crs �I �� / •o 36 �Z I ®L `DRAIN I TOP EL. 43.10 o eG / '� 0- ®� 3'-0" WIDE SAND & GRAVEL AND REPLANTED 0 Lv / cr no o y y w Q ®mL RING I COLLAR ALL AROUND k , INV. 37.66 �- ,O O, / / S \ / / IN PROPOSED 60 c,, Q / 1 / �' 0 D \ W o I ®®®L I WIDE BUFFER ALONG 'S 'Sz w I...:; I ®®®rn®� 4" I SOUND AVENUE o \ / 'A �' / 11 / / OPEN GRATE ®®®®®r I L.P. SQA �, M.H. 4 DIA. TOP EL. 41.36 X37.7 OPEN GRATA / / °� / INV. 37.30 ix 4 6 � \ ASPHALT�r PROIPOSED TOP EL. 4112 / / GROUNDWATER N . ' ' .' SEE:DRAINAGE'C'ALCS: g0 p 2 U C6 M o "'� AMEMENT �,y0 INV. 37.43 i / PROPOSED \...: /. o Q Q 20 +° QL +R?� I ,o / / / ,0 6' CHAIN LINK 0' �� / / \ FENCE DRYWELL COVERED v \ , J / / / ? \ o -o ENTRY i� OPEN GRATE 93 N \ 9 \ \ I OGS / / �� rp M.H. 4 DIA. �3 +�� \ I �\ / / ? \ NOk OP E 38.28L. 7 `� `? \ \ \ \ 61 / e / / SYST. No. 12 Q PROP. \ r \ \ \ Q GH Dc� / TOP EL.(40.2) p� Fp�k, POSTFOR �O `.. ff SYST. No. 9 / ��` + ' SECURITY' \ ���� •0 \ \ LI;HT \ I TOP EL.(41.4) / // +A<y �!/ + ,•,•. \CAMERA \ ��O co �° \ \ RE I y �yr�, ll/ ''\� . . ..�0. . . : : �lv cb \ 2Z Q \ \ \ \ I � /rOP EL.(41.2) . . . . . . . . . . . . . . . .. . . . . '. \ (© Q. \ \ 1 \r1 �, / O . . . . . .'. - �,� 47.01 L.P.h36� r. \ \ I \OG QP / 1 O/ +/. ..... . . .y.�. / // 47.43 M �� dol \ \ \` I � �'� // . ./•. . . .'. . . .. . . . . . / ki \ P ,�. . . . . . . . . . . . . A� 6� \ EXIST. CONC. 4 X55 / R� / O \ \ ° I P� / PGS / .'.'.'L'.'.'.'.'.'.'.'. .'. . . . . . . . . . . '.'� < > e \ 4 \ ti \ ��. / Q �, O / �. . . . . . . . . . . . R ss RET WALL 1 / �h \ \ �� + I Q ' / O- + > TO BE �ro ti \ wl QQ-d / . . . . . . . . . . . .'.'.'.' �. .'.'.'. ..'.'.:.:.:.:.�. . . . REMOVED SYST. No. 10 Gj \ I Z / +. , . . . . . ... . . . . . . . . . . . . . . . . . . . . . ./. . . . . . . . .�/ . ./y. . . . ./� M L.P. �(` O� I WI / k/ .). . .,...,. .,/.,. .. . . �1 \ "OOJ� \ II / �I � . . . . . .. . . . . . . . . .' ..:.;.,...:....ST.'ll�e . .. /. . . /. . . .// FQ 47.13 \ \ O \ ` I / .. . . . . . . . . . . . . . . . . . 0. . . /. . . . ./. . . / �( 47.54 \ OPEN GRATE ' F.o Gq M.H. 4' DIA. Q +�5?\ Q \ ti� I / ��. ' :. . . . .;.'.:. . . . . . : : . : : : . . . : . : : . : : : . . . .�/ . . . .� / PRO \OSE +/.'. . . . . . . . . . , . . . . . / . TOP EL. 42.7 \ 1 -1 Q- F. + •. . . . . . . . . Q / • .' :.:. . . . . . . . . . . . . . . . . . . .'.'.' / A> �� INV'S. 38.7 X56 6'/_C LIN \ \ ��� O�� 1 /Q G . . . . . . . . . . . . . . . . . . . . . . . . ' \ 9 FENCE �� .� \ \ \ P� 0��� �6Q7P PO 1 �� + . . . . . . . . .'. . .'. :. . . . . . . . . . . . . . . . . . / s P(44• \ t" \ \ \ Q ��0��Ci� �,P JF�� //� 1 +/.'000`'���.'.'.'.'.'.'.'.'.' :. j/: : : : / pQ�PGOPF.Pp� / 1 \5�:�. . . . . . . . . . . . ./. . . . . . . . . .:. .,. . .: : : . . . . . F Q�c�pROP \ t� \ \ QQ- �0,�� Q. Dc OQ \ ��, . . . . . . . .;.. .. . '.'.'.'.'.'j. . . NC'• o� qSP \ 01 \ 5 F �, Q- / 66' '. . . . . .'.'.'. . . .'.'.'.'.'.'.�. . . . . \ \ \ �� F' Q ........,. 47.36 / \ \\ \ P .x4.3 \ \ \ \ ���h� F /� + . 1. . . . . . . . . . . . . . . . . . . . . . �/ . . . . ; ; . . . . . .. . . . . . . ..�., . . . . . / / .'.'.'. v . . . . . . . .'.'. . . . . . .'i. . . . . 47.70 \� o� +. . . . . . . \.. . . . . . . . . . . . �.'.'. . . . . . . . . .'I . . . . . . . . . . . . . . \ F \ \ ll \ . . . . . . . . Fq \ PROP. a6 , _ .Q/ Q`� \ AREA TO BE. . . . . . . . . . . . . \ d ' .'.'.' ' REPLANTED- WITH �- �� \ 14' HIGH \+ / Q\ \ \ c % \ S / F OP.'EL.,'•' . . . . EXISTING CED / \ SYST. No.4 \. . . . ./. . . . .\. . . . . . A> ST FOR , , / \ O, \ , y ( . :70). . . `1. . . . . . . . . .'.'.' .'.'.'.'. TOP EL. TREES.•FROM! FA ss SECURITY .'.'.' ' �. . .'.'.'.' + / \ / F `p�L• \;:.' .:. . .(;..'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'ADJACENyT''LOT., . . . . / CAMERA - . . ( )/ v 42.7 / _ - �. . . . . . . . / \\ \ Erol , +. . . .'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ��, . . . . . / \'. . . . . . . . . d . .'.'\'. . . . . . . . . . / \ \ \'.'.'. .'.'.'.'.' A5o .. . '.' '. . . . . . . . .'. . . . . . . . . . . . ../ . . / 47.57 / LEGEND �, + . :::::::::::::::: :::::::J..;.\.�6 .,. . . . . . . . . . . . . . . . . .'.'\' /. / / / \ / .O, /. I. \ . . . . . . . ./. / / . t .O ,X 47.92 PROPOSED LANDSCAPING /. ;�. A �Q . .'.'.'.'.'.'.'.'.' . . . / . . . . . . . . . \ \ \ / O /. . . . . Fq \ !. . . . . . . . . . .,� \tci' SYST. No.S\ 6. 'Pj . . . . . . .'.'1.'.'.'.'.'.'.' '. . . . . . . . j.�. . . .'y��'.' PROPOSED WALL LIGHTS As / . . . . . ��'. .' TOP EL. o / Q v� PROPOSED SIGNS �R 90 .,.,.,.,. . O. o (42.60 j� \\\ SYST. IQ O. 6 . �. .'.'.'. . \ > 1 \ o + q \ TOP/�L. 1 \ • PROPOSED CONC. FILLED BOLLARD /. .o'�'pA� �/ \\ 41.30) . . . . . . . i.'.'.'.'.'.'.'.'.'.' .'.%. .'.'.'.. rr> . . . . . . . . . . ...' '.'.'.'.' \'.'.'.'. �. . y h . . . . . . . . . o� �V' 0, PROP. TRANSFORMER PAD A9 ....,.'.,...'.....'.'.'.O. .j . f F� 9s \� / A + '.' '/.'.'�.'.' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '/ . . . . . . .` \ Dc R +. . �. . . . . . . . . . . �`O/ 47.6 ❑D PROP. DUMPSTER !'. . . %. . . . . .'. .'.'.' ��t \ / GF,� \ / O� . . . . . .'/ . . . .'.'.'. . . . . . . . . . . . . . .',. . . . . . . . . . .' . . . . . . .'.,`C` . . . . ./ . . . . .-� /. . . . . . . . . . . . \ P +�.�. . . . . /. . . . . I . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . / Go . .'. '.'. . .'.�� . . . . . . . ./'.. . . . . . .. .'.'.'. . .. . . \ \ 5Q +�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / /k� / . . . . . . . / . . . . . .. \ .2 / \ ��` / 4'. . . . . /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. . . .'. . . . .. /�c 48.02 / NOTES: ,.'.'.'.'.'.'.'.'.' ' �'. :'.'.'.'.'.'.'. . . .'. . . . . . . . . a �, / �� FA ..a . . . . . . :.:::::<' � . . . . . . . . . . . . . . . . . . . . �.+. ' /�,� \./' . . . . . . .'.'.' ' /':':':':':':':':':':'. .. .. :':':':':':':' : : : : : : : : ;: 1. THIS PROPERTY AL S LOT 3 ON A> \ �• j./ . . . . OGF. \ . . . . . . . . : . . . . . . . . MAP OF NORTH FORK INDUSTRIAL PARK. , 48.2 2. THERE SHALL BE NO ACCESS TO DEPOT moo_ R> / . . . . . . . .O. . '. . . . . .'�.'.'. . . . . . . . . . . . . . . ... . . . . ! . . . . .'i. . �1 / / / >x Is LANE FA s� / 3. STORAGE BUILDINGS DO NOT CONTAIN �> o� ` 1 . . \ `y + .'.'.'.'.'.'. .'.'.'. . . .+. . . . . . O � . . . POTABLE WATER OR SANITARY FACILITIES. Rs �/ \� : : . : . . . : : : . : . .�t�i : : : : : : : . : : :~ : : : . . . . . . �� \ Q`Oc .:. . : ' ' ' .:.:. .:.:.:.;.;.;.:.;.:. .: .:.:.:.:.:. :.:.:.:.:.:.:.;.:.;.; : : : : . . . . . / 47.90 4. SOLAR PANELS TO BE INSTALLED AS �/ � . . . . . . . . . . . . . . . . . . . . . . . . . . _ PART OF PHASE 3 . . . . . x'. . FI E GATE �'.'. .. . . . . . . . . .' / . . . / . . . . . . . . . . . . . . . . . . . . .' '.'�.'.'.'.' . . x. x�i s. . , `. . ..... .:.��,. / / x8.17 . . . . . . . . . . . . . . . . . . . . . ./ :� . . . . . . . . �... . . . . . .:.:. . . . . . . . .;. . . . . . . . .: g:./ / / / . . . . . . . . . . . . 0. . . . j / .' / �Q) ,. DRAINAGE CALCULATIONS 6. '.'.'.'.'.'.'. . /�, / 0 ROP: /" " �� / �c 48.40 �� . . . . . . . . . . . . / . . . .�y� 14 HIGH .:. . . . . :.;.'.'.'.'.'.'.'.'�. . . . . � . . . . . . . . . . / o . ' ' .'.'. .'. .'.'. /. . POST FOR. . . . .s . . . . . . SYSTEM No. 1 , .'.'.'. .'.'.'.'.�.'.'.' '. .'.'.'.�.'.'.'.'.'.'.'.'.' '. .'.'.'.'. . . .'. . .'. .'. .'.'.'.'.'.'. ..�. ,.,. . . . PAVT. & ROOF AREA = 20,050 S.F. x 100% x 2/12 = 3342 CU. FT. `�,o �• • • • • • • • • • /. . .SECURITY:.:.:.'.'. '4''.;.:.:.'.'.:.; '.'.' . . . . . . . �. . . . . . . USE 4-10' DIA. 13 V.FT. = 3558 CU. FT. ACT. CAP. X> p6 . .'. . . . . . .EXIST.. . 0 .7 . . . �. . . . . . . . / .'./. .'.'.CAMERA.'. . . .:.:.:.:. i . . . . . . 60 RECETT SYSTEM No. 2 srr u• G . ..'./.'.'.'.'.'.'. .. . . . . ..'.,. '.'. .'. .'.'. . . . PAVT. & ROOF AREA = 15,075 S.F. x 100% x 2/12 = 2512 CU. FT. �. A - - - Q' VED / . . . . . . • • . . . . . . kQ / . . . . / f . . . . / / ���/ FEBBE 26662019 USE 3-10 DIA. 13 V.FT. = 2668 CU. FT. ACT. CAP. �. : �� : : . : .'. : : : . . . . . . . . . . . . . . . . . . . .'.'. ! / F. . / . . ..'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'. .' '. .�'. .'.'.'.'.'.'.'. .'.' SYSTEM No. 3 �s / /. OQ•. . . ..'.'.'.'.'.'.'.'. .'.' '/'. /. 48.03 ����/ SoutholaTown PAVT. AREA = 3,315 S.F. x 100% x 2/12 = 552 CU. FT. /.'.'.'.'. .'.'.'.'Q� . . 6'. j.'. . . . y.'. .. . { // USE 1-8' DIA. 14 V.FT. = 591 CU. FT. ACT. CAP. ESTIMATE OFQUANTITIES / ;EXIST. : : : . :/. : / / �/ Planning Board / WELL X60. ./ / „{ 48.31 �p X . 4- . - - - - - - - - �0. / / SYSTEM No. 4 a' �.'.'. .'.'. . . ,e . .'.'. PAVT. AREA = 2,835 S.F. x 100% x 2/12 = 472 CU. FT. COBBLESTONE CURBING 85 L.F. /'>cp + // / / / ��OF NEq,y USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. CONCRETE CURBING NONE \ I / / P \ � �.'.'.'.'.'.'.'.'.'. . . . . . . . . . . . . . . . . .. / 48.54 �� ��N H. E3�C op SYSTEM No. 5 ASPHALT PAVING 87,535 SQ. FT. \ Ar6,O� o , . . . . . . . / �, .. . . . . . . . . . . . . . . . . . . 148.10 PAVT. AREA = 2,010 S.F. x 100% x 2/12 = 335 CU. FT. WALKS NONE �s I O / AREA' TO' BE �° USE 1-8 DIA. 8 V.FT. = 338 CU. FT. ACT. CAP. FENCING 800 LIN. FT. J O pd' x� / 4 .69 Wim- Z REPLANTED WITH . . / SYSTEM No. 6 DRYWELLS SEE DRAINAGE CALCS. > s . . EXISTING CEDAR. . . .•...'.'. .'.•;•:.: . . . . . �. n �•s PAVT. AREA = 6100 S.F. x 100% x 2/12 = 1017 CU. FT. . . �`i " - - O� <<' ° OWNER: 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. �` TREES•FROM. • • • • • • • • • /� / 0G 535 LLC 984 TOTAL REQ. CAP. = 1579 CU. FT. SITE DATA FA O 90 `�, �ADJACENT.�LOT.'.•.'.'.'.'.' / USE 2-10' DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. rr6,' OC�OC �R�ss Go R,�4• L_7) 20. 3, JQ ��/ 20 FAIRLINE DRIVE \ D AREA OF SITE 162,852 S.F. 25 / SEA CLIFF, NY 11579 SYSTEM No. 7 FLOOR AREA OF BLDGS. (PHASE 1) 25,500 S.F. F O PAVT. AREA = 3160 S.F. x 100% x 2/12 = 526 CU. FT. TOTAL AREA OF BLDGS. (PHASE 1) 52,500 S.F. ,'/ /x 48'42 1 OT ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. o PRELIMINARY SITE LAYOUT TOTAL REQ. CAP. = loss Cu. FT. FLOOR AREA OF BLDGS. (PHASE 2) 20,925 S.F. �, � /y �� ��� / USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. TOTAL AREA OF BUILDINGS 73,425 S.F. �' �� TOTAL PERCENT OF LOT OCCUPANCY 28.51% ���� �F rc CpNC �� �/ ��� / 4s.ss SYSTEM No. 8PAV _ AREA OF LANDSCAPING 3,334 S.F. OR 2.0% > c' ec 4�4 USE T1 10' DIA. 1030 V.FT. =889 CU. FT100% x 12ACT.8CAP. U. FT. AREA OF BUFFERS 44,271 S.F. OR 27.2% Aj 47 Q5 CONC. CURB // / \�<v 48.85 NORTH FORK SELF STORAGE #13 VEGETATION REMOVED FROM LOT 1.2 1,405 S.F. s /� �6 SITUATED AT SYSTEM No. 9 VEGETATION REMOVED FROM LOT 1.4 1,020 S.F. s // 48.34 / ��� G �� CUTCHOGUE PAVT. AREA = 4756 S.F. x 100% x 2/12 = 793 CU. FT. AREA OF PAVING 89,740 S.F. OR 55.1% TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK USE 1-10' DIA. 12 V.FT. = 821 CU. FT. ACT. CAP'. SCHOOL DISTRICT MATTITUCK / s� ��' o p S.C.T.M. 1000-096-01-001.3 SYSTEM No. 10 POSTAL DISTRICT CUTCHOGUE '0 48.60 � PAVT. AREA = 11,089 S.F. x 100% x 2/12 = 1848 CU. FT. WATER DISTRICT S.C.W.A. // J �''GF �k?� GJ� PREPARED BY: PREPARED FOR: 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. FIRE DISTRICT CUTCHOGUE 47.54 TOTAL REQ. CAP. = 2410 CU. FT. �j // 48.78 GONG , USE 3-10' DIA. 12 V.FT. = 2463 Cu. FT. ACT. CAP. TOTAL PARKING REQUIRED 53 SPACES KENNETH H. BECKMAN L.S. 65 COMMERCE DRIVE, LLC TOTAL PARKING PROVIDED 53 SPACES / F. SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE SYSTEM No. 11 `� / �`� 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. EXISTING ZONING LI PAVT. AREA = 26,585 S.F. x 100% x 2/12 = 4430 CU. FT. � \ / `OQ 48.9�q SUITE D 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. USE PUBLIC STORAGE z 5 ��� °c RIDGE, N.Y. 11961 TOTAL REQ. CAP. = 4992 CU. FT. 0- �pG USE 5-10' DIA. 15 V.FT. = 5132 CU. FT. ACT. CAP. PARKING REQUIREMENTS , SCALE: 1 =20 REV. 11/27/2018 DRAWN BY: KAK REVISIONS: IREV. 8/15/2018 REV. 5/30/2018 SYSTEM No. 12 STORAGE SPACE = 25,500 S.F. - 1000 = 52.5 53 SPACES / IB18-19360 -- PAVT. AREA = 1850 S.F. x 100% x 2/12 = 308 CU. FT. ( / DATE: MARCH 2018 REV. 7/25/2018 CHECKED BY: KHB USE 1-8' DIA. 8 V.FT. = 338 CU. FT. ACT. CAP. PARKING SPACES PROVIDED = 53 SPACES / / REV. 8/10/2018 DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 1 i i CORPORATE RD. (70' WIDE) n O m m 0 m O 0 o m 1 STORY METAL BUILDING VACANT (MIXED BUSINESSES) (MATERIALS & RECYIXJNG) ' VACANT / \ (OUTDOOR STORAGE) \ m 0 O � \ , r D / VACANT m (RECHARGE BASIN) 11-11 / VACANT \ Ln ^ / (MATERIALS STORAGE) O o o \ m 00, 0 .000 2 5'(e��o PGEI lM �N\ VACANT 0 (FARMLAND) / ON / PROPOSED ASPHALT a w V) Z m > Wmix ir m Q r C� v r I pp p ^ -4p darn `� a da - 00> Z C C� >p-1 Ja v a� a N_ p pa, N pZ� v a a W p PROP. 1 STORY a CARPORT m r t w (RV STORAGE) o N O a K I II o- wl PROBUILDING o (POD STORAGE) I p as PROP. DRIVE AISLE y I (WOODED) I f (WOODED) I I MIDDLE ROAD (C-R- 48) (NORTH ROAD) \ (120' WIDE) VACANT \ (RECHARGE BASIN)— _ _ VACANT (FARMLAND) (GAR.) WEWNG AREA MAP 1 f --� OF PROPERTY SITUATED AT �E OF NES ' CUTCH OGU E ��P AUG 16 2018 TOWN OF SOUTHOLD SUFFOLK COUNTY NY Southold Town Pianning Boaltl ' KENNET .S. �.�. S g 4an u o 100 iso 200 1 i Rc q p SV Suite D , N.Y. 11961 (613) 345-9427 1 inch = 100 ft. FAX (631) 345-9429 0 O M op m � m FTrn 0 om 0 v O r m CORPORATE RD. (70' WIDE) o .00, m 01 \ % 1 / I / I / I I ' I SITE I I 8 NORTH ROAD) l ` MIDDLE ROAD (120 4WIDE) l \ 00 m 'U O -i D Z m 1- n O O ' m LOCATION MAP Xl of N E S, O OF PROPERTY SITUATED AT BF�.�� CU TCH OGU E * �' s1f Y� TOWN OF SOUTHOLD 1 D E c N VE _ �o SUFFOLK COUNTY, NY AUG 1 6 2018 KENNETH H. Z Surveying IlAf g o 300 450 600 SoutholtlTown1814 Middle ountry Road Planning Board Suite D Ridge, N.Y. 11961 1 inch = 300 ft. (613 345-9427 FAX (631 345-9429 00 i n O m n m 0 m 1-11 0I 0 0 m c D > > =1 =i D CORPORATE RD. (70' WIDE) c c � r D _l Z D M K: Z m Z K: Z -mp o 0o D y / \ `11� m7EUGENE /F OF LAND N/F OF 0 m U, CHITS;K ARTCO CESSPOOL AND mr r- � O / DRAINAGE SERVICE INC. 0 r n = c7 < m LAND N/F OF \ / i 350 CUTCHOGUE CORP. / o \ m / LAND N/F OF \ / M & R SOUTHOLD PROPERTIES, LLC \ / / \ LAND N/F OF / LAND N/F OF SOUTHOLD SOLID WASTE MANAGEMENT DISTRICT CPMAD INC. \ / LAND N/F O TOWN OF SOUTHOLD R=25.00' \ LAND N/F OF L=21.03' 1 / MFT LLC r I / I 6� ocS` �QO v LAND N/F OF ' KOS LLC 4 W IO � I 500. 0 m Z IU 00 o { CA J SI TE N { CA N { I _ r I { L-3 .798 •2S R_5669.5 MIDDLE ROAD C R 48) (NORTH ROAD) ' (120,• WIDE) � s � \ LAND N/F OF LAND N/F OF / JOSEPH BURKE COUNTY OF SUFFOLK LAND N/F OF ROSES VINEYARD, LLC LAND N/F OF RUSSELL C. McCALL LAND N/F OF JOANN GOERLER 0 m -9 O r D Z m 11-1 Cn O 0 m OWNERSHIP MAP OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 0 100 150 200 IJ: 6 OF NE AUG 1 PSE w' 1 inch = 100 ft. �. H. eF KENNETH H. BECKMAN, L.S. Xr Surveying and Land Planning 1814 Middle Country Road _z 1., ?;; Suite D Ridge, N.Y. 11961 613 345-9427 FAX 631 345-9429 Q m LL- 0 800" e�d op,�A M u)LL Ld wN w x z LJ Lu LLI ztu > > < Ld Ld 0 >: 0 0 U) Z Ccf LLI LLj Z 0 :3 af 0:� LLJ Lic; 0 LLj 0 Lu Lli =) 0 LCLIJ :2 :2 0 CNT :�i :E 0 < 0 0 0 Ne a- 0 _j 0 < LLI 0) LL.0L0 C) :D - 00 �o L0 C) 0 Ld LJL. 0 WF- <= LL- m O D C 0) .) Z) 0 V)t=F. V) 6i a, ., (n z 6 0 = p 0 z 0 V) m 0 Ld o (o 0 z 5; 0 0-4 0 Z LL. z Z) x 0 max 0 CT) LL. F— LL. Z F-4 g 00 ;l z LLI Lr) 0 o 0 Ln > .- 0 a z z �:> co N (DI = o U) - �:: -:4 Z) M z (3 m 0 LLJ 0 m Z E--4 D -i LL- pq z < o Lli z Lu -j L I -i < C) < z LLJ LLJ LL- 0- E- < F-- < LLJ P4 -4 z L0 < co C) < 0' 3:: re) 0 Ld V) 0 o 0 U-) (14 V) En U) 125.2' 2 STORY METAL BUILDING 10.0,7 (MINI STORAGE) rn 00 0 Zorn (o N LL- ui cq clf 0� ot� Of 0 0 NO 0 LL LL 0 uj 0 1 LL G6 (A c/i 0 L co 0 Ld o Loui0r*, L� 11 00z STORY METAL 3�1 (cCN r- m< < '�t - BUILDING U-) (.0 r- < r"7 N No ORAGE) co — M (MINI ST F-- Ld 04 II < <Ld > F- Z z Z C-4 U-) 0 LLJ < 0 Ld 0 z — > < o F- o < > . — < . — L7 cr- F-- F- (A LL- LLJ Z V) LLo J maw w < �- LLJ Ld Lj Ln LL, (.0 Ld L.Lj af 0 0 > 00 > (.0 0 > ¢ O Lu LLI > > E- 0 w (-0 L'iw0 V) - N V) Z o .. 0 0 m F- Ll) 0 0 Ll) 0 I_ < o x o 0� o x of 00 STORY METAL a- a- BUIDING (MINI STORAGE) 125.0 1 STY, 1 STORY METAL BLDG. BUILDING (CARPORT) (MINI STORAGE) 159 103.1 31SIV 3AI2JG *ISIX3 3GIM OZ 0 C5 1N3N3AVd I-lVHdSV -d021d, C'4 0 0 � 11, (30V210IS INIIN) 105.6 ONiaiine ,11S I. (39V801S A21) 121o&lvo A2JOJS I, 3-ISIV .(30'8d 0 LL. vi to o (o LL: 0 vi goo m N Lo 0 ol� 0 00 \ 2G 0 \ c� \ \ 0 LJV- A 0 o 0 0 V) Y5, z 0 LLJ 0 0 � o�- 0 or_ Ld 00 CD 0 0 0a- V- 0 0 < 17 LLJ Of 0 0 0 cy, Z m /01 < 0 V) > fr 7�0��2 \ G Ld 115.2' ............................................ 3-ISIV 3/\18G cjO'6d cyo C3 0 0 cn (WOODED) oi DEPOT LANE 0 0 1-1/2" 1-1/2" ASPHALT 6" REINFORCED O o EXPANSION JOINTS N o CONCRETE APRON11 11 " W/ 6"x6" 6/6 NWM / FINAL GRADE R=1" 1 1/2 c O \ ° .° o ° °BINDER COURSE° o ° ° . L0 T • Z. a U 52�, 00, i� FADJACENT 4' 2'-6" 4'-0" 12 PAVED ` Q R' �OPGP ".0 RCA BASE COURSE PAVEMENT DRIVEWAY P m 161 R=25.00' L=2'1.03' /i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i� 7 Q / � :::'•;.;.Q ' n STABILIZED, COMPACTED SOIL OF PiL�i SECTION A-A Q • + � '•4�:•.;.•. o .'.'.'. � ��` ROLLED ASPH. TYPICAL SECTION - ASPHALT PAVEMENT CURB DETAIL C)o F- A • � I WIDTH OF PAVEMENT Boa........,.,. SITE N ____-EX, ANSION JOINT � � a .............' l° • Q PROP..'. R.0 S o LAWN Of I CONTRACTION AREA �+ � Po JOINTO �� o�� �P o P\�Ro = o �EXPANSION PROPOSED rc 41.3s .�C 4 •45 �� o •P �6� GPS \o�F, °F° �o � I �•• 6 CHAIN •UN � OPEN GRATE N FENCE.'. 4. 5E \ < C. . . . . 45. 79 M.H. 4' DIA. 0.25 0. . . . . . . . . . . . . . . . GQ PO �F• TOP EL. 42.7 .��5. . . . . . . . . . . . . . . . . � PROP.'.'.'.'.1'.'.' PROP, . 4F, EXPANSION MIN. WIDTH 24' EXPANSION INV'S. 38.7 ��a �� , , , • •ry•:•:•:•:• "� v / OkEY`.:•:•;•:•:.'��' AWN ' ' �Q JOINT JOINT 56 `` M N PAD ' �,A�EA KEY MAP MIN. WIDTH 30' x �°. 20 +. . : �� : : : : : : : : : 1 \ v 0 v . 1 �g FN PROP �° SCALE: 1" = 600' PLAN 0•Cc a 20 ,� . . . .:.;. .....I•'• A�. `��' OPEN GRATE CONCRETE APRON DETAIL �25� ° KE°P• .0 ` %P M.H. 4' DIA. �n PAD J TOP EL. 41.30 15'-0" (FIRE GATES) o �a o +�ti�o' 1 O INV. 37.30 16'-0" (ENTRY GATES) �' -� Q SYST.No.3 8 .16 cy PROP. �, L.P� DOUBLE SWING GATE `MA' Qa M TOP EL. c�4 14' HIGH ( ® p1 (40.� �' OST FOR CURITYxxxx >k33 CIAMERAId- STRIPING a s 4 56 x Q A � I � AIL 2��2 \� BU ID 0' E P BUIL I G s OPEN GRATE �X 2 , -o OPEN GRATE M.H. 4' DIA. 0 \ / / 1OPE yA\ ��� M.H. 4' DIA. X00 RIDGE LINE / i 4 r' TOP EL. 41.30 O TOP EL. 42.7 L.P. o ryt� / / 1 r,� �> 913, �j�\ F N INV. 36.80 \p INV'S. 38.28 • •� / /1 �� ?� J �y9 s� S INV. 36.80 96, W INV. 36.80 O \O10, / f GATE STOP I I �° / / / '� ��F F �G/`0 Lu CHAIN LINK FENCE GATE OPEN GRATE COVERED A a �2ti OPEN GRATE / \ / / slll M.H. 4' DIA. ENTRY ,� v ..� TOP EL. 41.2 / / \ / O EXISTING N TOP EL. 42.7 +�z 4 A INV. 37.48 �` e /\\ / / LF�y 20' WIDE UTILITY o INV'S. 37.86 z Z a �� ati' / j\ +a11/ ,� Fva\ X �0 EASEMENT SEE PLAN FOR '�/ 5 56 SYST. No. 11 + 01 �• \ / r• A APPROPRIATE O �� 613?8 NN 2 TOP EL. 41.0 'oo / \/ °�� 'n 00 ga �" CONCRETE COVER � �' O O 1 y�t3`+ / \ / ��� J �O O� OAP FINAL GRADE WHERE APPLICABLE Z CF crj O C�' ,�{ 03 �` /(N�/'$ \ •� / �J 6" O 4 �• �`�-PEXIST TO BE / > > / P' O FO s O -,i 1 © m ll�`- V 1 POLE REMOVED • / X37.39 / QQ / _!0 9 j o• L.P. CONCRETE BRICK WITH J �/ `� 8� ^ W X37. �1 / -x'0C(` 0" - MORTAR & 1/2 P.C. MORTAR0 00 t�3 O O^ / �� / • O � \ 1 #5 BARS 0 6" EACH WAY 0 il. LIGHT TO BE EXIST '9AT 1�.+ 6�� / \ / F`O �GO� 'S,p `I \✓/ (v O O �. POLE REMOVED+ O �A 1 / ` `S,t��O L.P. I I o-� Q �, Q r,� / SYST. No. 1 6" PVC ROOF DRAIN `sem l + I 'pG o /-o � .0 J EXIST. 6 SEE PLAN & STRUCTURE O d• a -� / TOP EL. 41.30 / J �\ INK = 12"_A2 S SCHEDULE FOR MORE INFO. Q Q 9'-�15" M 1 / N S INV. 37.30 I f O yy' ��' \ FENCE TO BE / °� z qT Cp �/ E INV. 36.45 a I 'j P.o S �� W I EXISTING 5 S 0.59 `, ` �,, o o , ",�� / S EMOVED Li I I CEDAR TREES o o a / cp Li Uj SYST. No. 2 7jA �> � 0 .o NY z STORM I TO BE REMOVED ,� W ss r'� � 3'-0" WIDE SAND & GRAVEL AND REPLANTED TOP EL. 43.10 / / �S' G / '� w a '... I ®c, DRAIN INV. 37.66 1 s'o '0 O / -5- RING �9 \X ®®L �\ I COLLAR ALL AROUND u-o I I ®tea. \ IN PROPOSED 60 cv Q ° /r l / ° 'a %�,Fj O O \ / W I ®®®� I .. ,.. WIDE BUFFER ALONG a h 1 .�� �I / �' 9� / S� 'ss •R 4" SOUND AVENUE OPEN GRATE I .: ®rn®®®r I _ ®®®®®®t I . ; L.P. SQA �, N . ke y / / 'J M.H. 4 DIA. ®mom®®®®, Q � I OPEN GRATIS / / e \ / TOP EL. 41.36 (v �37.7� / ��' INV. 37.30 C� (x PROPOSED a +�a PROPOSED TOP EL. 4112 GROUNDWATER N .' SEE:DRAIN-ACE`CAL �g0 O = V �, � M : . a �� "� ASPHALT PAVEMENT ,5p INV. 37.431 + oa Q + PROPOSED a Q a +� QLD` R�� .o / / � 6 CHAIN LINK / 20.0' I r� / / \ FENCE DRYWELL COVERED \ I J / / / / �� •/ ,o\ • ENTRY o \ \ Qso, I / / / / 0 01 ���� + /OPEN GRATE N \ \ j �GF, / / � �'°• / Q`L��• c9�o �� 01 MOP EL. D42.7 \ / INV'S. 38.28 �\ GH ftj \-IN \ \ ,y01 / o / SYST. No. 12 Q PROP. \ o \ \ \ l`J / / / ho / o� TOP EL.(40.2) p� F obi POST I FOR O� o a \ \ \ I SYST. No. 9 / ,.,ST s \F` �' \ e/ + SECURITY M �� \ \ LfOGHT \ I TOP EL.(41.4) // •37, +A,<y + CAMERA .0 �° \ \ RE�Ev�p I � rte, . .. . ..gip. : : : /TOP EL.(41.2) '.'.'.'.'.'.'.'.'.'.'. . .'.'. . .' '. _ ,/ .• �p�.•.•.•.•.•...•.•.•.•.•.�•. .•.�. .• G / > ^� 47.01 / L.P.q�6� ^7 ��./� 01 \ \ \ I G D`+/.. . . . ..... y. / �� ,/ �\plc 47.43 41<', �� \ EXIST. CONC. a �y5 / e 1--R"'"..���/ Oo \ �o I , P o,• r'p / ss RET WALL h \ \ �Ati \ +a I , 5Q •p. +/ .'.'.'.'.:.'.'.'.'.'.'.'.'. . .'. �.'. .. . . . . . . . . . . . . . . TO BE ?6 �/ ti� \ \, + I wl / . .'.'.'.'.'. . . . . . . : : . . / . . . . ,. . . . RCPT / REMOVED / SYST. No. 10 Gj �P \ z / /. . . . . . . . . ..'.'.'✓ . y. . . . . \ TOP EL.(42.2) \ Q' �F. �, I JI / , . . . .. . . . . . . . . .. . .. ..•.,. . . . .'.'.'.'.'.'i.� . .:.;.i;.;. .'. \ L.P. //'.'. .'. .'.'.' '.'. .' \ (® M pO, \ \��\\O��--� \ 1 / �I /. . . . . .. .. .... .. . . ..... ..:.:. . . �. . CINE . .. . . . . j.'. . . . / F' 47.13 / \ �' , I ��/ +/..... ... . . . . . .. .. . . . . . . . . . .....�. . . . .,r . \ \ a / l / QO G \ Q` OO II / .: . i . y j/ �C 47.54 OPEN GRATE `v 20 ' \ J / .y. +/. . . . . . . . . . . . . . . . . . . . . . . . . . . I�. . . . .i. . . . / � Q ,�\ Q� � \ ��'�• QPM I � / �� x---•--x /. .:. . . . .: . . ,o M.H. 4 DIA. \,. \ +�� / ��, �.y. / . . . ./ TOP EL. 42.7 1 PRO \OSE 1 / �, .'.'. . .'.'.'. . + : :. . .:.:. ' . . . .:.:.. .:.. .:...: :� e 6 �HA�N UN \ \ PQ' oQ' , PJ +. . . . . . Q / . .'.'.'.'.'.'.'.'.'.'. . . . Q INV'S. 38.7 �5 \ \�• �, 0 1 Q . . . . . . . . . . . . . . . . . . . . . . '. . . . . .,. . . . ./. . . . . . FENCE \ \ \ 5� -1 Gp\� p� 1 / \� +/ : . . . + . . . .. . . . . . . . / �o �- \ \ P oQ- F,P �,P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . . . . ` 6� P(4 `\ \ \ \ Q� ���JC, ��� 1 PDQ + . oo`'\ .'.'.'.'.'.'.'.'.' . /: : . . . : : . . . . . . . : : : . : : : : : : : : . . . . . . . . . . . . . ./ / / 4.5 \ G O J / /..O. . . . . . / cd �\ FN /pa (v PROP \ c^ \ \ ���O �^�, oQ ��,\ . . . . . . . . . . . . . . /. . . . . . �� / \ C �` ~ ORI ASPH. \ \ �, \ \ Q� F Q, / Q 1 . . . . . . . . . Q 6�.'.:.:.:.'.'. .'.'.'.'.'.'.'.'.'.'.�. . . . . Q / Off. Q, Ve \ o Q / . . . . . . . . . . . . . . . . . . \-. . . . . . . . .. '.'.'.'.'. '0. . . . . . . . . . . . ..... �' F' 47.36 O0 \ \ \ Q� / . G /. . . . ............. ......... ,. . `,��.'.'.'.'.'.'.'. . /.'.'•'•'.' / \ cg RF y # •� \ \ ` , �/� + .,.,...1. . v ..... ....... ... . . . ..'.'.'.'. Ix 47.70 Fr \ .'. . .'.'.'.' ' A \ PROP. �6• , ,A/ QL SYST, .N 1:.'7.. . . . . . . . . . . . . . . . . . . . . . . .AREA'.TO .BEW . '.'.'.'.'.' '.'. . . .' ' ,( I . . . . \ \ \ REPLANTED• W. IH i �° K \ 14' HIGH \ - >z\ \ \ c / JP o� ! . /\ S / F OP. .. .. . . . . . . . . . . . . .'.'.' '. .'.'.'.' '. EXITING CED o / Q \ ST FOR - SYST. No.4 -w\ Fo �s SE RITY r' . . ��" . . . . + TOP EL. / \ / ( . ) . . 1 . . �v. ..:.:.:.:.:.:.:.'.'.:, .:.:.:.:.:.'TREES. FP01► 42.7 / ADJACEN :LOT. . .' CAMERA ( )/ \ ` �• . . . . . . . \ . . . . . . . . . . . . ,o '. . . . . . . . . . . . . . . + '. .'.'.'.'.'.'.'.'.'/': . :' \�'.':'. ..;.;.;. .;.;.;.'.'.'.'.'.'.'.'.'.'.'.'.:.' / . . . . . . . . . . . . . . . . . . . / Q . . . . . . . . . .'.'\'.'.'.'.'.'.'.'.' a5o .'.'.'.'. .'. . . . . . . ./. . . . . . / 47.57 / LEGEND .'.'.'.'.'. :':'. .'.'.'.'.'.'.'.'.'.'." 4 :':':':':':':':':' :':':': :':,V .6 ;':':..'.'...': .. . . . . . . . . . . . . . ./. . . . . . . . . . . . . . . . . . . . \ 1i7-./ �� \ / . . . . . . . . /. 1 . . . . . . . . . O /� O PROPOSED LANDSCAPING . . ... . .,...'.:.:.:.:.:.:.:.:.:.:.:.:.'.'j./' + A �\O�c. \\ / . . . . .\ '.. . : : : : : : : : +/0.d/. : /:/ X 47.92 FA \ .'. . . . . . . . . . . . . . . .'�. . .'. . .'.'.'.'.'� .' t� SYST. No.5\ o 'Ai V. . . PROPOSED WALL LIGHTS sra, . . . . . . . . . . / . . . . \. . . . . .gyp P o / . .'.'. .'.'.'.'.'. `/�,� .'.'.'.'.' ' '• •/� ; ; • • v� PROPOSED SIGNS !�, .4. �. (42.60 i \ SYST. Ido. 6 . . . .,. . /... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' O. o 1 \ ® . . . . /. . . . . . . .�'. fi'`i off' . . . . . . . \. . . . . .o , \ TOP,�L. . . . . . . . . . . 1 FA s �Q'. . . .'. 1 '! .'.'.'. . .'.'.'.'.'.'.'.'.'.'.'.'.'.o. . . . 1 \\ / . . . . . . . . . .'. . . . . . . . .:.: / /'. . . . . . . . . . . . . . • PROPOSED CONC. FILLED BOLLARD /, . . . . <� ,o'A° a �k1.3O .� .'.'.'.'.'.'•' . . / ` 1 Q9 . . . 1 0v O. . . . + Flys \\ / Q �'�• + . . . .'.'.'.'.'.'.'. .'.'. . . . . .'.'.'.'.'. . . . . a PROP. TRANSFORMER PAD / \ i y F o / �� Q` / P 1 ./ / 61 / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \.J., . . . ��� �Q O /o `� / . . . . . . . . . . . ti \ / . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D PROP. DUMPSTER /. .zl. . . . . . . . . . . . . .j . . \ tC R�� +. O�. . . . . . . . . . . . . . . . . . . . . . /� 47.6 . . . . . . . . . . / o :. . .j. . . . ..�.:.'.'.'.'. i. . . . . . . \. . . . . \ / + . . . . . . : . . ..'.:.'.:.:.:.:.:.:.:.:.:.:.:.:. .'.'.;.;.:.;.:.:.:. .:. . . . . . . . . : .:.:.:.:. .' G !. . . . . . . . � .:.;.;. . . . .�.�. . . .:.:. .. .'.'.'. . . . \ \ / ���'.'.'.'.'. .'. . .'. . . . . . . . . . . . . .'.'. . . . . . . . . . . . . . . . . . . . . . . . . /. . . . . . . . \ ti \ / . . .// . . . . . . . . . . . . . j 48.02 / NOTES: , . . . . . . . . . 6, . '.' .'. . . . . . . . . . . . . . :.:.:.R / \ \ / 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON • • • • • • • • • • � �. . . . . . . . 6 . . . . . . . . . . . . . .Cn . . . . . . . . . . . . . . . \. . A �, / . . . . G '. . . .'.'. . . MAP OF NORTH FORK INDUSTRIAL PARK. C! �� \ tP. . . . . . . . . . . . , . . . / O \ . . . . . . . .'.'./'. .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. // /(48.2 2. THERE SHALL BE NO ACCESS TO DEPOT /s R - . . . . ./ . . . . . . . .Q. . d + . . . �. . . . .'. . . . . . . . . . . . . .'. . . / . . . LANE �- �� . . .. . � \ . . . . i. . � ,5� / oma' F ., . . . ./ , . . . . . . �.. . . . N. . . . . ��. / Q ,o - .� / . . . . . . . . .O \ '. .'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.! . . . . . .,. . . 3. STORAGE BUILDINGS DO NOT CONTAIN A� F . . . . . . . . . . . . . . . . . . . . 01 A \ ti + + / ' ' ' F, / POTABLE WATER OR SANITARIA' FACILITIES. R � � '� \ �? \ `�I,- 4. SOLAR PANELS TO BE INSTALLED AS . . . . . . . . . . . . . . . � .:.. . . . . . . . . . . . . . . . . . \ P OPOSED \ . . . . . . . ;. . . . . . . . . . . . . . . . . . . . . . ..�'.•.'. 47.90 - - - PART OF PHASE 3 fi.. . . . . +. FI E GATE j - / . . .'.'. .. . . . . . . ./ / . . . . . . . . . . . . . . . . ; . .'.'.'. . . . . . . . . . . /. . . . . . . . . �....'. . . . . . . . . . . . . . . :':':':':';':';';'; ;' . . . . . . . . . . . . . . . . . . o . : : : : : : : : : : :.:.:.........:.:.:.:.:.:.:.:... f . . /� / . . . . . . . . . DRAINAGE CALCULATIONS :'.'.'. . . : :� : : :': i': : F�ROP:.'. : : ,� , / �c 48.40 A . . . . . . . . . . . . . . . . . . . .. . . . . . �5� . . 14'• HIGH . . . . . . . . . . . . . . . . . : .' • . . ....... . . . . . . : . . . : . . . . . .j . . . . . . . . . . . . . . . / SYSTEM No. 1 /. . POST• FOR. . . . '> .'.'.'. .'.'.'.'. .'.'.' . . . .'.'.'.'.'.'.'. .'.'.'.' '. .'. . . . . . . S . . . • • PAVT. & ROOF AREA = 20,050 S.F. x 100% x 2/12 = 3342 CU. FT. �-T / FA �' . . . . . . . . . . . . j• • •SECURITY. . . . . .o; . . . . . . . . . . . . . • '.... : ' . . . .'. USE 4-10' DIA. 13 V.FT. = 3558 CU. FT. ACT. CAP. ' 5' • . �. . . . . . . . / . ./. . . .CAMERA. . . . . . . . . . . . . . . . . ..'.'.'.'.'.'.'i . . . . . . .EXIST.• � . �. ! /. / SYSTEM No. 2 A �� + . . . . . . . . . . wEuO. GG. �/'.'.'.'./'.'.'.'.'.'.'.'.' i. . . tx .'. .'. .'. . .... .............'., '. - r PAVT. & ROOF AREA = 15,075 S.F. x 100% x 2/12 = 2512 CU. FT. _ - • • • • • • • • • • •.•. • • ' ' • Q' ' ' ' ' ' /' ' USE 3-10' DIA. 13 V.FT. = 2668 CU. FT. ACT. CAP. A � ' . . . . . . . . . `; . !. .......'.' . : . : :.:.:. j. . . . . . . . . . . . . . . . . . . .. . . .i.. . . . . . . : ; : �. . . . . . . . . . . . . . �. SYSTEM No. 3 ,S // /. . . Q'. .'.'/ . . . .'.'.'.'. . .'... . .//. ..... .. .. . .'. 48.03 PAVT. AREA = 3,315 S.F. x100% x212 = 552 CU. FT. . . . . . . • • • • • • • • • / /.'.'.'.' '� . :d USE 1-8' DIA. 14 V.FT. = 591 CU. FT. ACT. CAP. _ / . . . . . . .Q . . ..EXIST.. .j. .. . . . . . . .. /. H{ SYSTEM No. 4 ESTIMATE OF QUANTITIES • • . W. I 6°� - _ _ •_ •_ _,o-.'• // / / 48.31 PAVT. AREA = 2,835 S.F. x 100% x 2/12 = 472 CU. FT. �� +. . . . . . . . . . . . . . . USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. COBBLESTONE CURBING 85 L.F. \ / s : : :�. ... •.•.... .'.... '' '''''''''''' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' CONCRETE CURBING NONE \ I . • • • • • • • - . • �c 48.54 SYSTEM No. 5 ASPHALT PAVING 87,535 SQ. FT. \ !°o, FA ¢ PAVT. AREA = 2,010 S.F. x 100% x 2/12 = 335 CU. FT. A " ' . . . . . . . • . . . • • • • "� 148.10 �;1 / USE 1-8' DIA. 8 V.FT. = 338 CU. FT. ACT. CAP. WALKS NONE �S` �, � / • • . AREA- TO BE- . . . . . . . . . . . ��°` / FENCING 800 LIN. FT. - ! ° REPLANTED WITH / /y��` / 4H9 A� .'.'.'. . . . . Q >x SYSTEM No. 6 DRYWELLS SEE DRAINAGE CALLS. •'.'.'.'.'. •' / �o' � NEW PAVT. AREA = 6100 S.F. x 100% x 2/12 = 1017 CU. FT. ss EXISTING CEDAR �� _ - f � / �° �"o• OWNER: SOF yG ; 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. �` TREES•FROM �� 0G N. BEC TOTAL REQ. CAP. = 1579 CU. FT. SITE DATA �A O° B��'R '� ;ADJACENT. LOT. .'.'.' .:.' �o�, '� / / 535 LLC �Q �l\ USE 2-10' DIA. 12 V.FT. - 1642 CU. FT. ACT. CAP. rr R�� I 20 FAIRLINE DRIVE G A L�='1 20.23 J / / SEA CLIFF, NY 11579 \ uJ AREA OF SITE 162,852 S.F. �' o > s G,o 4.25 Qco' `� SYSTEM No. 7 FLOOR AREA OF BLDGS. PHASE 1) 25,500 S.F. °' !�A `°s ' C PAVT. AREA = 3160 S.F. x 100% x 2/12 = 526 CU. FT. FLOOR AREA OF BLDGS. PHASE 2 20,925 S.F. ,�c 48.42 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. ) !° ❑ % TOTAL REQ. CAP. = 1088 CU. FT. TOTAL FLOOR AREA OF BUILDINGS 46,425 S.F. ��° �� 116 t ' PRELIMINARY SITE LA<�'OU_T�1 JQ USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. TOTAL PERCENT OF LOT OCCUPANCY 28.51% o � T cON� / �°/ \��, / 48.68 AREA OF LANDSCAPING 3,334 S.F. OR 2.0% ,- SYSTEM No. 8 / c4.. a / / NORTH FORK SELF STORAGUi 3 PAVT. AREA = 5000 S.F. x 100% x 2/12 = 833 cu. FT. AREA OF BUFFERS 4 4,2 71 S.F. OR 27.2 > °! ec 4 / � USE 1-10' DIA. 13 V.FT. = 889 CU. FT. ACT. CAP. VEGETATION REMOVED FROM LOT 1.2 1,405 S.F. �j Og CONC. CURB / / F, 48.85 SYSTEM No. 9 VEGETATION REMOVED FROM LOT 1.4 1,020 S.F. ss / \ J�' � CO SITUATED AT AREA OF PAVING 89,740 S.F. OR 55.1% / 48.34 / ° �� CUTCHOGUE PAVT. AREA A 4756 S.F. x 100% x FT. = 793 CU. FT. SCHOOL DISTRICT MATTITUCK ,/ / �, � TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK USE 1-10' DIA. 12 V.FT. = 821 CU. FT. ACT. CAP. POSTAL DISTRICT CUTCHOGUE i s� �;�' SYSTEM No. 10 WATER DISTRICT S.C.W.A. 04 48.60 °� e S.C.T.M. 1000-096-01-001.3 PAVT. AREA = 11,089 S.F. x 100% x 2/12 = 1848 CU. FT. FIRE DISTRICT CUTCHOGUE // J !'�G ��`� GJ� PREPARED BY: PREPARED FOR: 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. `fi / <" G TOTAL REQ. CAP. = 2410 CU. FT. TOTAL PARKING REQUIRED 26 SPACES 1� 47.54 / 4878 °� KENNETH H. BECKMAN, L.S. 65 COMMERCE DRIVE, LLC USE 3-10' DIA. 12 V.FT. = 2463 CU. FT. ACT. CAP. TOTAL PARKING PROVIDED 35 SPACES ❑ - -- SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE EXISTING ZONING LI / �. �• �I�'4 �� SYSTEM No. 11 / ��� n CUTCHOGUE N.Y. USE PUBLIC STORAGE ��; �!n lI L� CTI 1814 MIDDLE COUNTRY ROAD PAVT. AREA = 26,585 S.F. x 100% x 2/12 = 4430 CU. FT. \ Q 48.90, fir` �- �w" "-'- I SUITE D 1/4 ROOF AREA 3375 S.F. x 100% x 2/12 562 CU. FT. v `� O• I I�' RIDGE N.Y. 11961 TOTAL REQ. CAP. = 4992 CU. FT. PARKING REQUIREMENTS ` -� ��N9 � � AUG 1 F 2018 USE 5-10 DIA. 15 V.FT. = 5132 CU. FT. ACT. CAP. 0Gw - REVISIONS: REV. 8/15/2018 SCALE: 1 -20 DRAWN BY: KAK SYSTEM No. 12 STORAGE SPACE = 25,500 S.F. - 1000 = 26 SPACES sou'3:r:; : .I REV. 5/30/2018 / '"•"'°'ecf! REV. 7/25/2018 PAVT. AREA = 1850 S.F. x 100% x 2/12 = 308 CU. FT. PARKING SPACES PROVIDED = 35 SPACES / `-- -1� -�'� DATE: MARCH 2018 CHECKED BY: KHB USE 1-8' DIA. 8 V.FT. = 338 CU. FT. ACT. CAP. / / REV. 8/10/2018 _ i DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 1 0 0 1-1/2" 1-1/2" ASPHALT 6" REINFORCED O o EXPANSION JOINTS N � CONCRETE APRON 11 1 1/2 W/ 6"x6" 6/6 NWM ' �-' GIRADE R=1" >� , . \ ° .° c °BINDER COURSE° ° .° .A R .. '' d. ..a •. • ° ° °• ° ° T ADJACENT 4- 2'-6" 4'-0" 12" PAVED Q �R' ��PGP RCA BASE COURSE F PAEMENT DRIVEWAY P i� o °y �• am � R=25.00 � � O Q� L=21.03' 7" co O / \�� .'.:•;..Q ' Q� n STABILIZED,! COMPACTED SOIL O� SECTION A-A Q • + .:' o ROLLED AS 0� �O11cF TYPICAL SECTION ASPHALT PAVEMENT PH. CURB DETAIL A ST J, O F r G WIDTH OF PAVEMENT ao$ / SITE t-P O z G� N EXPANSION JOINT 3 o ! •Q PROP. ��, o LAWN Ro SYST. No. 1 S9 Li I CONTRACTION AREA 9s TOP EL.(40.6) PROP. JOINT LAWN = o EXPANSION OPEN GRATE PROPOSED �� Tc 41.3s AREA JOINT M.H. 4' DIA. 6' CHAIN LINK ao� �X\ �'Cay �' TOP EL. 43.75 FNO FENCE �� + 05. �,9' �O� INV'S. 38.95 0.25 PROPOSED TC 4 36 PRO1 - EXPANSION MIN. WIDTH 24' EXPANSION k��k + 20 0, 6' CHAIN LINK KEY �. Q ,.� ,� PAD 1 \ JOINT JOINT 56 FENCE , KEY MAP MIN. WIDTH 30' X k� a m .._ /" 1 M ❑ 1 * 3g \ d• ` O er k°• PLANA o x ° �� �+ ,o 'o�� 0 SCALE: 1" = 600' x_ PROP. �• L P PEN GRATE CONCRETE APRON DETAIL k25� END CURB---*" 16' xGATE >< �� r M.H. 4' DIA. o TC(41.95) -.� 1A J 1 TOP EL. 41.3 r END, CURB \ INV. 38.05 15'-0 (FIRE GATES) v� P(41•6 TC(41.95) 1 16'-0" (ENTRY GATES) �' � � a (PROP. DOUBLE SWING GATE PROP. �4' HIGH ( ® �1 Ix KEY OST FOR > \ l PENSK� TRS PAD a SFCURITY k335 +a1ARKtNG CK Xx w P 4 C IAMERA Uhl ( 1.4) n 4o.ssx 35 0' 24.0s o 1 •oA\ GQ. k ID RAIL 2�, � B LDING � Q BUIL ING ss / OPEN GRATE E PE �' a `� P GRATE M.H. 4' DIA. o 0' + � JP(41•7� ENVEILOPE MPH.N4' DIA. O TOP EL. 43.75 k3' --� p 4� 1 'Or- ,o Ate\ S TOP EL. 41.3 00 INV'S. 38.53 L.P. , r� �j \ N INV. 37.55 O P 4231 O 1 /J �� J �j, S INV. 37.55 '90\ 1 �O. W INV. 37.47 O/ 00 o / ` RIDGE LINE / / / F �G�O �z GATE STOP-/ �Ri' / �\ a OPEN GRATE COVERED / / \ / \ EXISTING E' CHAIN LINK FENCE GATE _ M.H. 4' DIA. ENTRY / + OPEN GRATE N TOP EL. 43.75 +a fid` / .� OPEN GRATE M.H. 4 DIA. /` / O 20 WIDE o IN V'S. 38.33 / M.H. 4' DIA. TOP EL. 41.3 / \\ / a1, / LF,n ko. UTILITY TOP EL. 42.50 ��, INV. 38.05 /\ ,o '�F \ '` EASEMENT SEE PLAN FOR /O Q 55 / INV. 39.13 + O.O�� CASROGRIATE O r/ k3l8 1N / 1 \ ; !► O` ��s / \ / Gj�° 'AOS O TIN1 4" CONCRETE COVER / M / EXIST \ ^� .°g9�' 4NV'S / \\ � / J " O � 00 ° FINAL GRADE WHERE APPLICABLE G / \ / � S 6' \ O �i ( ©� �5 �`z// \ E ` M ca `37 9 1 INV. / QQ P/ ��j 0'�s \ •.� L.P. f CONCRETE BRICK WITH Cv Ccl ) MORTAR & 1/2 P.C. MORTAR f �O J `�g381 /C� 371 #5 BARS ® 6 EACH WAY O \ Sy '� NV.1 �G �� A \ T o/��. \ k38.7? #+ati6 Os�:o �ti a 37.1 / sr �p, A�� �szj L.P. 6 PVC ROOF DRAIN �/ /� s ,� '� EIGHT TO 8E SYST. No. 2 e ` ,o o c �9 .� J 12" ADS SEE PLAN & STRUCTURE o ��5�• / Q' ° POLE REMOVED -P, TOP EL. 41.30 INV• G o / J �\ EXIST. 6 SCHEDULE FOR MORE INFO. I n Lu Cp O y O CHAIN LINK N-12 a �/�co� P AT QQo c�� INV. 38.11 'cP. 37 i �9�p -� \ FENCE TO BE / W< I EXISTING 5'-8' a o%o ,, o e �' / p�,� �� EMOVED w W CEDAR TREES a v, (V W z \ 1 SYST. No. 3 ' �• a1 > I ` STORM I ( TO BE REMOVED / � o / TOP EL. 42.50 no �>I s s / -o k �z I ®r DRAIN I 3'-0" WIDE SAND & GRAVEL AND REPLANTED �/ "� INV. 38.11 / 1 -g \ / •^Gi / \ ( � ®®� RING I COLLAR ALL AROUND t4 m o• to SYST. NO\12 ` INV S �j F` / mrnm. IN PROPOSED 60 Q e / 1 -y O \ w I L I .. :..' WIDE BUFFER ALONG / ��o N a TOP EL. k37.3 I / tic ss •R�. � I I ®®®®®� 4" t - `'I SOUND AVENUE Q / o v (40.9) % / / e OPEN GRATE ®®®®®a _ ®®®®®MI~ I �� s0• / L.P. d a / SYST. No. 10 I / M.H. 4 DIA. �NV'S ` / \ TOP EL. 41.3 ®®®®®®® I 5 a V o v 1 TOP EL. f' / +aoe , ®m®m®m®�� © �'i' z / aab �a k38.7% Ss / INV. 38.05 GROUNDWATER N .' SEE:DRAINAGE`CALCS: 9p / + �� (41.9) PROPOSED • ~ / a ` A /��1 AS EIMENT `PHALT `\ PROPOSED \...: • • j // � a` \ a r\ \ ! I s / / / / A \ 6' CHAIN LINK 40 DRYWELL COVERED �� / (NV's 1 V I g FENCE ENTRY / `� / I OPEN GRATE / / / / •�! / \ OPEN GRATE / �.38.8� +aa� \ II M.H. 4' DIA. Op / 5 �� -01 M.H. 4' DIA. / TOP EL. 41.10 / / �, // Q �0� O / INV. 37.55 J� TOP EL. 43.75 k3 9 / 1 a�9 \ INV'S. 38.53 / �° / + I �k, / , / -� PROP. �;� �g0 / 14' HIGH • r / k� R`---- R /�\QG, / / , tJ0 �- F�6<' POST FOR EXIST R I / �" Q + (3' SECURITY `� \v ,O h° / ��' Po E 1 • A / +a�, �R��E X0;5+ > CAMERA \ ��O yk o / \ ^ REMOVED / RTO BE . PSP l � U / � I N , /' SYST. N +/ \ - a��� G > �� 47.01 to 63 a / +ati. I '�' / D�1• TOP EL.(40.0)/ L.P.k5• Z / \ �/ + r / 47.43 \ OPEN GRATE / ' ro M.H. 4 DIA. 017 EXIST. .CONC. / 5 TOP EL. 41.3 o Ili / / o< R �, RET WALL + INV. 42.50 anti +a�. I / r +/ TO BE k3�� \ I /� REMOVED J / \ O, I +�/ / / ,/ M SYST. No. 9 11 Q` Am TOP �� \ (42.6�L. 1 .A�o �O. / / // / 47.13 / OPEN GRATE v \ /0 '� / 1 <4k / / it 47.54 M.H. 4 DIA. /� 1 //' F� `� + \ TOP EL. 43.75 Qcv \ a 4S 0' \ ` ® %-R / > / Z Fq G INV'S. 38.94 v' \�-RROPOSED '� \ +a5. 5 R 1 / 00 / / / I � 0. / / QtK �`Q \ k561 \� 6' CHAIN LINK � 0 1\ ` + ' FENCE ati �QQ� //1 SYST. No. 7` P(44.5 \ / P� ,00�C'1 TOP EL. F �� \\0i % CSV G��Co //p0 \ �Q(41.60) < "OU�- b - Fj 44.D1 O'AiL9s P(4 ' O�,�' //. / / tK ,k 47.70 COQ AREA TO BE \\ PROP. _ _ \/ Ae Q / \ +/ REPLANTED WITH / / �o %K � STIFOR , - \ <\ 6 �� 1 / EXISTING CED F e SECURITY - ��O \\ �� \ +/ TREES FROM/ CAMERA _ _ - �+ / / /� 'A l� ADJACENT LOT / \ / tx x LEGEND a ;'`� Q `\ a�° �Q� 47.57 / SYST. No.4 \ �` // �0 Ix Cp +a;a/ ' cd PROPOSED LANDSCAPING � TOP EL. / Q Q +// / / 0,x/47.92 FA \ / (41.7 ) 'W' PROPOSED WALL LIGHTS o �� -� PROPOSED SIGNS • PROPOSED CONC. FILLED BOLLARD T PROP. TRANSFORMER PAD A9 / , 'op O' + / �` ❑ \ �A 040 / , / SYST. No. 6 f \ i �p�j FQ /�� > 91 . 9 s 20.0 \ // TOP EL. ® / +// J ��°� 47.s /J�a / s ❑D PROP. DUMPSTER / (� p0%'�\ F,L�oy So o \ (41.00) /� "' /� / �`+/ r `C` \� Q • QRS /' �0.. • �'. f a � • lSYST. No.S \ R / 1 +� /48.02 / NOTES. �`� FA y �$ �y + /TOP EL. \\ 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON A �� , 9\ (42;60) MAP OF NORTH FORK INDUSTRIAL PARK. 0�0 ', ��. / G� y ,�� Q +� / Q �° ,/48.2�� 2. THERE SHALL BE NO ACCESS TO DEPOT �`ro R�� \��• / T 'yf. �' k. \ + ' / / �' LANE FA a's� ., �� O z V \ aaa , /' Q tx 3. STORAGE BUILDINGS DO NOT CONTAIN z� F A \QG \ � POTABLE WATER OR SANITARY FACILITIES. �s \ + '000 4. SOLAR PANELS TO BE INSTALLED AS \� \ hl+ / �c 47.90 PART OF PHASE 3 / / x48.17 �°' 0 DRAINAGE CALCULATIONS , / 48.40 SYSTEM No. 1 R�j \ a + O / PAVT. AREA = 5225 S.F. x 100% x 2/12 = 871 CU. FT. �, \ /�/ i e p`b' USE 1-10 DIA. 13 V.FT. = 889 CU. FT. ACT. CAP. <% a / / + ROP. /, O /j�0� // / �G c� a6 EXIST. t� /14 HIGH SYSTEM No. 2 Aj '.1 + WELL O (`� POST FOR r N r PAVT. & ROOF AREA = 13,250 S.F. x 100% x 2/12 = 2207 CU. FT. - - _ C+ USE 3-10' DIA. 11 V.FT. = 2258 CU. FT. ACT. CAP. - - 1 QG / SECURITY CAMERA r / SYSTEM No. 3 ,s // ,/ F�� // � r / 48.03 ��/ JUN 1 5 2u'16 PAVT. & ROOF AREA = 21,300 S.F. x 100% x 2/12 = 3550 CU. FT. �Q• /j USE 4-10' DIA. 13 V.FT. = 3558 CU. FT. ACT. CAP. - r / / / QR EXIST. / PROPOSED �F� SYSTEM No. 4 ESTIMATE OF QUANTITIES �6 , �a6 - - - - FIRE GATE o / / 48.31g g Board WELL / a / ! �p / Southold Town Planning PAVT. AREA = 3330 S.F. x 100% x 2/12 = 555 CU. FT. � OF N USE 1-8' DIA. 14 V.FT. = 591 CU. FT. ACT. CAP. COBBLESTONE CURBING 78 L.F. \\ I /// / / tpo- H H. �t� CONCRETE CURBING NONE 48.54 & O SYSTEM No. 5 ASPHALT PAVING 102,796 SQ. FT. \ ��o� Fq + r' / ! � �'` '�Fc' PAVT. AREA = 2400 S.F. x 100% x 2/12 = 4010 CU. FT. s I rr6, � 148.10 %; 1/2 ROOF AREA = 6750 S.F. x 100% x 2/12 = 1125 CU. FT. WALKS NONE �, ,� / AREA TO BE , TOTAL REQ. CAP. = 1525 CU. FT. FENCING 785 LIN. FT. - J ° REPLANTED WITH °� 4&Lss USE 2-10' DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. �� FQ , / tK�' 1� DRYWELLS SEE DRAINAGE CALCS. �� EXISTING CEDAR 1. - / G SYSTEM No. 6 �`i - - �' --- � TREES FROM 0�0 �0�' 0535 ELLC �` 49g PAVT. AREA = 5871 S.F. x 100% x 2/12 = 978 CU. FT. / 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 - 562 CU. FT. SITE DATA FA O B�� `� ADJACENT LOT p� / o A R� � l 20 FAIRLINE DRIVE TOTAL REQ. CAP. = 1274 CU. FT. x'74, Q � USE 2-10' DIA. 10 V.FT. = 1368 CU. FT. ACT. CAP. AREA OF SITE 162,852 S.F. �1 lF, A 25 L=1 20.23 J / / SEA CLIFF, NY 11579 SYSTEM No. 7 FLOOR AREA OF BLDGS. (PHASE 1) 25,500 S.F. �F ,P , 4842 PAVT. AREA = 4275 S.F. x 100% x 2/12 = 712 cu. FT. FLOOR AREA OF BLDGS. (PHASE 2) 20,700 S.F. �o ❑ '�/ PRELIMINARY SITE LAYOUT 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. TOTAL FLOOR AREA OF BUILDINGS 46,200 S.F. `� ry tx � `' / TOTAL REQ. CAP. = 800 CU. FT. TOTAL PERCENT OF LOT OCCUPANCY 28.37% eoo �� c rr °/ �.� Xj F ONC i r �t / 48.68 USE 2-8 DIA. 10 V.FT. = 845 CU. FT. ACT. CAP. 091 S.F. OR 8.7% AREA OF LANDSCAPING 4, PAVT. AREA SYSTEM . $ 3135 S.F. x 100% x 2/12 = 522 CU. FT. AREA OF BUFFERS 36,820 S.F. OR 22.6% �'� o�R 6C 4�OS CON C. CURB /'' / �. 48.85 NORTH FORK SELF STORAGE 3 AREA OF PAVING 102,796 S.F. OR 63.1 > �� SITUATED AT USE 1-8 DIA. 13 V.FT. = 549 CU. FT. ACT. CAP. s Nro SYSTEM No. 9 SCHOOL DISTRICT CUTCHOGUE � / 48.34 � CUTCHO UE PAVT. AREA = 8768 S.F. x 100% x 2/12 = 1461 CU. FT. / �, 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. WATER DISTRICT S.C.W.A. �, � / ���, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOTAL REQ. CAP. = 2023 CU. FT. FIRE DISTRICT CUTCHOGUE o S.C.T.M. 1000-096-01-001.3 USE 3-8' DIA. 10 V.FT. = 2053 CU. FT. ACT. CAP. TOTAL PARKING REQUIRED 26 SPACES , - 48.60 �p� �� SYSTEM No. 10 TOTAL PARKING PROVIDED 37 SPACES PREPARED BY: PREPARED FOR: PAVT. AREA = 15,750 S.F. x 100% x 2/12 = 2625 CU. FT. EXISTING ZONING LI �� 47.54 /' p�G KENNETH H. BECKMAN, L.S. 65 COMMERCE DRIVE, LLC 1/4 ROOF AREA = 3375 S.F. x 100% x 2 12 = 562 CU. FT. 48'78 / / USE PUBLIC STORAGE ❑ m G SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE TOTAL REQ. CAP. = 3187 CU. FT. / \�F, CUTCHOGUE, N.Y. USE 4-10 DIA. 12 V.FT. = 3284 CU. FT. ACT. CAP. `� / �, 1814 MIDDLE COUNTRY ROAD SYSTEM No. 11 PARKING REQUIREMENTS /��pe 4.8.9�c � SUITE D PAVT. AREA = 2120 S.F. x 100% x 2/12 = 353 CU. FT. z �°'' . RIDGE, N.Y. 11961 USE 1-8' DIA. 9 V.FT. = 380 CU. FT. ACT. CAP. STORAGE SPACE = 25,500 S.F. - 1000 = 26 SPACES 8- --, PARKING SPACES PROVIDED = 32 SPACES �' SCALE: 1" =20' REVISIONS: DRAWN BY: KAK SYSTEM No. 12 / REV. 5/30/2018 PAVT. AREA = 6840 S.F. x 100% x 2/12 = 11 .0 CU. FT. PENSKE TRUCK SPACES PROVIDED = 5 SPACES / DATE: MARCH 2018 CHECKED BY: KHB 10 USE 2-10' DIA. 9 V.FT. = 1230 CU. FT. ACT. CAP. TOTAL SPACES PROVIDED = 37 SPACES i DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 1 I X25'-0" DAA � .22'-61 ?2'-b" 22'-b" ..22'-b" ?2'-b" 22'-b" 22'-6" M.-b" 18'-0" X Ib'-O"h DOOR IS'-0" X Ib'-0"h DOOR IS'-0" X Ib'-0"h DOOR 18'-0" X Ib'-O"h DOOR 18'-O" X Ib'-0"h DOOR IS'-0" X Ib'-0"h DOOR IS'-0" X Ib'-0"h DOOR 18'-0" X Ib'-0"h DOOR 18'-0" X Ib'-0"h DOOR 18'-0" X Ib'-0"h DOOR D i G i ova n n i & 3 F4 EX LLT (D Li 0 O 0 0 T 0 EX LT,�-1 Q3 Associates 14p 13P Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 G1STE/� STORAGE AREA 8-50 O 13,500 s1/500krp `�\D A. ANCATED O QP G, O U7 A Z n �8 YO RAB LIGHTING LED MODEL WPLE026 3000K WALL 1 5 51U E D PACK LIGHTING FIXTURE; MOUNTED 15'-0" ABOVE GRADE d 40'-0" 0/0 MAX - HOURS OF OPERATION DUSK TIL 10:00 PM (TYPICAL FOR 12 MTD ® 15'-0" 1 .2 MTD ® 8'-b" - SEE ELEVATIONS) -225'-0" 1 L;?,L� I LD I NO I FLOOR FLAN A-I 13,j0O Sf 3/32" = 1'-0" METAL G SEAM ROOFING (TYIN TO PLATE EL. +.20'-0" MH �1 �1 m METAL LEADERS O I GUrrER5(TYP) h TO Ist FLOOR DATUM EL. +0'-0" RAB LIGHTING LED MODEL WPLE02b 3000K WALL METAL SIDING(TYP) PACK LIGHTING FIXTURE; MOUNTED 15'-0" ABOVE GRADE d 40'-0" 0/0 MAX(TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM 2 5LDO I SOUTH ELEVATION METAL 5TANDING SEAM ROOFING(TYPN TO PLATE EL. +20'-0" 0 m O o METAL LEADERS d r GUTTERS(TYPN , REVISION S TO 15t FLOORDATUM � THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE EL. +0'-0" PROPERTY OF THE ARCHITECT,INFRINCEMENT5 WILL BE RAB LIGHTING LED MODEL WPLE02b 3000K WALL METAL 510ING(TYP) PROSECUTED. PACK LIGHTING FIXTURE; MOUNTED 15'-0" ABOVE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT GRADE d 40'-0" OlG MAX(TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE �?,I NORTH ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 3 5 L D 0 I I �4 O R T H ELEVATION NEGLECT ON HI5 PART. A-I METAL SIDING(TYP) METAL SIDING(TYP) North Fork D4 4C� Self Storage TO PLATE EL. +-20'-0",, TO PLATE EL. +-20'-0" 50 Commerce Drive Cutchogue, NY 0 METAL LEADERS d m m GUTTERS(NPN " Bll I L®I NO PLAY ELEVATIONS ATIOI `S TO Ist FLOOR DATUM TO Ist FLOOR DATUM EL. +0'-0" EL. +0'-0" RAB LIGHTING LED MODEL WPLED26 3000K WALL METAL LEADERS 4-j RAB LIGHTING LED MODEL WPLED2b 3000K WALL 5/1/2018 PACK LIGHTING FIXTURE; MOUNTED 15'-0" ABOVE GUTTER5 (TYP) PACK LIGHTING FIXTURE; MOUNTED 15'-0" ABOVE -� ry I ' _ " 1 j `l (I �V� LGRADE d 40'-0" 0/G MAX - HOURS OF OPERATION GRADE d 40'-0' 0/G MAX - HOURS OF OPERATION ;u� -=_w_'? ! � � I� _ DUSK TIL 10:00 PM von DUSK TIL 10:00 PM von tt ,I MAY 2 2018 �� A5 NOTE 4 5LDO I NEST ELEVATION 5 5LDO I EAST ELEVATION _._._ _ SCALE 1 OF 4 A-1 _ s1.�„old wn A-1 5/5211 _ 11-011 Planning Bo:+;+ DRAWN BY JVB CHECKED BY DD DAA, ® 0 0 0 DiGiovanni Associates 26 '- Architects 10'-011 101-011 10'-011 10'-0" 101-0" 10'-011 101-0" 10'-0" 101-011 10'-011 101-0" 10'-0" 10'-O" 10'-O" 101-011 101-011 10'-011 10'-0" 101-0" 10'-0" 101-0" 101-011 10'-011 101-0" 101-0" 10'-0" I I I I I I I I I I I I I I I I I I I I I I I I I I I 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 0 10' X-20' I 10' x 20' 10' X-20' 10' x.20' 10' x-20' 10' x 20' 10' x 20' 10' x 20' 10' x.20' 10' x 20' 10' X-20' 10' x 20' 10' X-20' 10' x 20' 10' x.20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' I O' x 20' 10' x 20' I IO' x 20' 10' x 20' 10' x 20' 10' x 20' Q 0 I5-50 GIST 0 0 0 (D 0 0 (D T ( 0 0 0 (D ( 0 (D aPA. LLJ 7- fin G 2 � RAB LIGHTING LED MODEL WPLE1226 3000K WALL ��69 PACK LIGHTING FIXTURE; MOUNTED 6-6" ABOVE H yy yoA'F' GRADE (TYP FOR 16) - HOURS OF OPERATION DU5K TIL 10:00 PM ISSUED I LD I NO 2 F L 0 0 R PLAN METAL ROOFING (TYP) -ji 11 H 11 11 11 11 I I - v- I I I I I I I I I I I I I I I I I I I q'-O" WIDE METAL ROLL UP METAL LEADERS d DOORS (TYP) 6UTTER5 40'-0" O.G. L RAB LIGHTING LED MODEL WPLE02b 5000K WALL (TYP) PACK LIGHTING FIXTURE; MOUNTED&-b" ABOVE GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM 3LDO 2 NORTH ELEVATION A 2 METAL ROOFING(TYP) I I I I I I I I I I I 11 11 H 1 11 11 it 11 11 11 11 11 11 11 11 11 If 11 11 11 I I I I I 1 I I I I I I I I I I METAL LEADERS b GUTTERS 40'-0" O.G. RAB LIGHTING LED MODEL WPLED-26 3000K WALL (TMP) PACK LIGHTING FIXTURE; MOUNTED&-b" ABOVE GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM 3 3LDO SOUTH ELEVATION REVISION S THESE PLANS ARE AN IN5TRIKNT OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE PR05EUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONOITION5 AND DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART. North Fork Y4 L212 y4 Self Storage 1 1 , 50 Commerce Drive III H-1 Cutchogue, NY RAB LIGHTING LED MODEL WPLE026 3000K WALL PACK LIGHTING FIXTURE; MOUNTED 8'-6" ABOVE GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM PLAN ELEVATIONS 4 5LDO 2 EAST ELEVATION 5 5LDO 2 NEST ELEVATION 5/1/2018 1__..r,._,�_ ;- _.;,� a An2)[iF �1 DATE MAY 2 �3 2 D 18 I L� A5 NOTE SCALE OF Sou(no!!'Bo'. Tarin i Plan njr.q Lo'.fd DRAWN BY JVB r CHECKED BY PO 33101-011 1 DiGiovanni & 101-01. 101-0.. 10-0n 10'-On 10i-On 10-0n 10-0n 101-0n 10i-0n 10-0n 10i-0n 10-0n 10i-On 101.011 10'-On 10-0n 10'-O' 10'-0- 10i-0n 10i-0n 10-0n 10'-0n 10i-On 10-0n 10'-0n Associates I I I I I I I I I I I I I I Architects I I I 26 preston avenue sea cliff, ny 11579 Q 10' x 20' I 10' x 20' 10' X-20' 10' x 20' 10' x 20' 10' X-20' 10' x-20' 10' x-20' 10' x-20' 10' x 20' 10' X-20' 10' x 20' 10' X-20' 10' x 20' I 10' x-20' 10' x 20' I 10' x-20' 10' x 20' 10' x 20' 10' x 20' 10' x 20' 10' X-20' 10' x 20' 10' X-20' 10' X-20' 10' x.20' 10' X-20 10' x (516) 671 - 3624 0 fax(516) 759-7138 h I I O O O O 1�0 O O O O O O O O O O O O O O O O O O O O O (D C I5-50 ERED.gR 330'-0" 4N P. RAB LIGHTING LED MODEL WPLED26 3000K WALL z PACK LIGHTING FIXTURE; MOUNTED 8'-b" ABOVE f GRADE (TYP FOR-20) - HOURS OF OPERATION DUSK TIL 10:00 PM 9�F r fag Q� 10'-0"—'i 10'-0" 101-0" IO'-0" 10'-0" 10'_0" OF v � I I I I I I I rL5j1-)' 1L-D 1N`/ 5 FLOOR FLAN 1 5 5,U E D a I I I 0' X-20 10' x 20' 10' x-20' 10' x 20' 10' X-20' 10' x-20' 10' x 20' o ri ( 0 (D 0 0 J� v• � j RAB LIGHTING LED MODEL WPLE026 3000K WALL PACK LIGHTING FIXTURE; MOUNTED &-6" ABOVE GRADE (TYP FOR-20) - HOURS OF OPERATION DUSK TIL 10:00 PM V METAL ROOFING (TYP) zi!! a € f ; I I I I I I I I I I I I I I I I I I = 1 s i ZQ i zw: RAB LIGHTING LED MODEL WPLED26 3000K WALL METAL LEADERS d PACK LIGHTING FIXTURE; MOUNTED 6-6" ABOVE GUTTERS 40'-0" O.G. GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM (TYPJ ` 2 5LI�)O 5 EAST EL.E\'ATION 3/52" = I'-O" ;J F" E I � � li I I I I � e RAB LIGHTING LED MODEL WPLE026 3000K WALL f PACK LIGHTING FIXTURE; MOUNTED 8'-b" ABOVE GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM METAL ROOFING (TYPJ 1 - - - —- - —-- - — -- - - - I I I I I I I I I I I R E V 15 1 O N S I I I I h I I I I I I I I I I I I '- THESE PLANS ARE AN INSTRllMENT OF SERVICE AND ARE THE 9'-0" WIDE METAL ROLL UP METAL LEADERS d ::iPRDPE EERTY DF THE ARCHITECT.INFRINGEMENTS WILL BE RAB LIGHTING LED MODEL WPLED26 3000K WALL DOORS(TYPJ IS 40'-0" O.G. PACK LIGHTING FIXTURE; MOUNTED &'-6" ABOVE (1-�.p� CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM 01MEN51ON5 AND SHALL BE RE5PON516LE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 5 5 LI:�)C 5 NEST ELEVATION NEGLECT ON H15 PART. a-5 5/32„ = 11_011 North Fork JI � l Self Storage 6 50 Commerce Drive y4 y4 I Cutchogue, NY ziz ;S L RAB LIGHTING LED MODEL WPLED26 3000K WALL ��I L�I�I�{/=6/, PACK LIGHTING FIXTURE; MOUNTED 8'-b" ABOVE I 6 6 GRADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM PLAN ELE\/ATIONS RAB LIGHTING LED MODEL WPLED26 3000K WALL PACK LIGHTING FIXTURE; MOUNTED &-6" ABOVE 6RADE (TYP) - HOURS OF OPERATION DUSK TIL 10:00 PM 5/1/2018 DATE 5 L I�C NORTH L_ � TION �3 L. D C S OBJ T�1 E L. � TION 'i ! I A5 NOTE 4 5 � MAY 2 9 1018 5/5-2 1,_0115 G A L E 3 OF 4 ,ou+ro.i ior,;, DRAWN BY JV5 � ^FianninR�°o1rc3 GHEUGED BY DD D Au A! Ori 00 DiGiovanni Associates Architects / -- 26 preston avenue -- sea cliff, ny 11579 / - (516) 671 - 3624 -- fax(516) 759-7138 - - G�S�E Epg9 ' -- 0-50 P� A-D,�� o� - - I,.?.- -_ ►` \\ o , __ -_ 4[,It � Ivr 15 511E D / . . , N, _ ------ 44 DING O O >< c >\ - RAB LIGHTING D MODEL WPLED26 3 OK I\ /A\ ,- \\\ I/ / - �\�\ />� IGHTING FIXTURE; MOUNTEWALL PAG pq A; \�O 8'-6" A VE GRADE (TYP FOR 16 BLD 1) HOU OF OPERATION DUSK TIL 10:00 \\�—�� ��I-=—�' /1 \ ,� 1\`• \ --� '' \ " ! ���`` / N. \ \ ,' -�--__ ��,�___•><-" ,, o___�\' `\// •�;� - -'/ � `'� y_��_ RAGE��S�D l S R `\\\ I � I , ,� �. ,� \\ ,� \ ♦� ��i —�\ \I �\\ \ \\ ,,\�\ ,, --1� V I \ \ \\\\ bb�aq�tlL lTQ Y / \ \ 7 / ♦S / — , I ---��\ ,F \�� N. i� \ 1 / n/ (1� \\� 330 \\\ =� I / /� \>\ \\ \\ Ln ('(� 1 / / b♦O�\ , /,�/ �~� \c `�\ O \\ %\ moi! -- / / � I , / �\ \ I I I // / \ N. RAB LIGHTING LED MODEL WPLED-?6 3000K / �\ �� \ „III \T \ I / \ WALL PACK LIGHTING FIXTURE; MOUNTED 151-O" ' ' \\� 1\moi////^ �B, ABOVE GRADE (TYP FOR 12 ® BLDG I) \ /\ / N, \ � HOURS OF OPERATION DUSK TIL 10:00 PM RAB LIGHTING LED MODEL WPLED26 3000K ,' �`� WALL PACK LIGHTING FIXTURE; MOUNTEDO�^ \ `I / --ti &-6" ABOVE GRADE (TYP FOR-20® BLDG 3) /.\ �V HOURS OF OPERATION DUSK TIL 10:00 PM \\\rfa -- \ N. 46 N. ♦ / , •� I �, ,,----rte` —'� v ♦ ''�� // /� e �iti�� \� i" I II RAB LIGHTING LED MODEL WPLED 6 3000K L ,�' /�' /� 1 � WALL PACK LIGHTING FIXTURE; MOUNTED ♦ i els r /'— '�ti \�IT &'-b" ABOVE GRADE (TYP FOR Ib ® BLDG 2) HOURS OF OPERATION DUSK TIL 10:00 PM 00 WPLEL126Y RAB % `T— eQ-� �n` i �`, , Project: Type: '000 \ r 4 1 / / `�/ 1 Prepared By: date: ! `♦ \ \\ �/ // i Q) I---II \I\ " — Drivarinfo LED Info /O ♦ o\ '-\ ------ C,"""-"can \��l �. T,�,e C,""la:•ifur:Ptk U,N+,c ;KNt —_'— — ` 12.71( 02„A !or Ter:, s5u• \\ / ��' ` o — p `' G 1(1 G u:Kgka 20J'✓ 01r.A „n!or A�t—V' Q ��_ ��' / gyp/ I r /� I \ R E V I 5 I I`l 7-ra;. 0.1'A ,-:a:.:ukn: .,,.,c;. \ 03 I _ I \\ me-,s. a2. ♦ _ _ , `— 1\\ l y \—— / Inn,P.VYan, 1'i'N E?:racy '.12 L-"N LF.0 2d`N\1+s!loai:s.part':.:tendnt;tHerma!marerer^er!sys.urn 1 nor.��nn r:ou: F:r:,;er•r:y .:,,. \ , ——— / 0\4/'�/� \\I` T'' `I 1 \y�� 0\ 0 / L"0 btes➢an 5ryear,na�_emprm`msC Wartann/ / , �y,r_ \ i � \ \ ,. � THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE 1 , - �,__� / PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE r.:,•e: / / a�-\ I \ I 1 1 .�•� PROSE(UTED. l Technical Specifications / I �_ / / 1 / y / CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND ` I // / I \ , 1\_0�4, // �� Listings ...... ...... .......... ...... GonsirucRian.................... ......... . _.... . Dills, ,. .....-,,, .....-.,, ♦ �� Ix -_� ,' -- ^�. // ��� DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT UL Luting: IP Ratfng: PataRYS: \ / ` —_`_ — / / Sun.:'refer wei!ocehan.:iuitab!e fnr mmm"n0—hl Ingress Prc:1t ru1..trpa!:•r.6 S:d:L,stS��I eCr The ydr%LEL'r.::.,::s➢raurrad by US Dat. ` I `I` �/ 0 �� AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE r5:AF7-Cana,) Pa:13487.`CN,,, +t i �I \ I . \�\ \� --1 ". / QQ� ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR F!niffih: CNx01Ea•:r:r"t S, Ot_C Listed: Form 10:n: l:a�b:Hl Co4;r I \ _\ V uta:ad gneumro:rand in n• / - \ ✓r d,:M:.,,,.u.,,oe;•:,r:w;hla C--n'.",Pi.-' Equivalency: ♦ \ \ \ t 3 \ NEGLECT ON HIS PART. 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I 1 /5 O O 3, 3 , .x.` . 5/1/2015 ....1(d.. �..... : .._ - -- - x•x q'>u DAT E MAY 292018 A5 NOTED]1 + L 4 OF 4 So:0-ho!d Town DRANK BY .IVB t.. ._ Planninq Pr, ;d CHECKED BY DD 0 1-1/2- - „ 1 1/2" ASPHALT ., \ EXPANSION JOINTS 6 REINFORCED O N o CONCRETE APRON W/ 6"x6" 6/6 NWM P ' �' FINAL R-1 1 1/2 QOGRADE . • ^ \ p .p °BINDER CURSE° p: . • 'as?R, O ADJACENT a. 2'-6" 4'-0" 12 �5 PAVED O A' �4 P1 RCA BASE COURSE PAVEMENT QOM TG DRIVEWAY P m �� R=25.00 L=21.03 O ��/ :.:'•..•Q Q�� STABILIZED, COMPACTED SOIL SECTION A A Q ... FA �FF� TYPICAL SECTION - ASPHALT PAVEMENT ROLLED ASPH. CURB DETAIL A WIDTH OF PAVEMENT F roe ! / Q / SIZE N EXPANSION JOINT • Q PROP. o \' LAWN Ro SYST. No. 1uj �S9 JOINT AREA �s TOP EL.(40.6) PROP. LAWN \ �4• AREA = o EXPANSION OPEN GRATE PROPOSED O TC 41.36 '� 6• P �,�- FA �,o JOINT M.H. 4 DIA. 3 6 CHAIN LINK *,off o ��� �'Cay \ �' �' �,�0� o` �G�S�•P TOP EL. 43.75 FNC FENCE 05. 79 °� 1 INV'S. 38.95 0.2S PROPOSED To 4 36 PR01 . c� EXPANSION MIN. WIDTH 24' EXPANSION a� + 20 0, 6' CHAIN LINK j d KEY 1 \. �G JOINT JOINT 56 FENCE PAD MIN. WIDTH 30' x ��' e�� v 11 KEY MAP PLANA o t\, t�-'J ~ .o '0 SCALE: 1" = 600' CONCRETE APRON E �z �° END CURB-�"-'x°P_,� r� OPEN GRATE DETAIL o TC(41.95) �16 GATE M.H. 4 DIA. ti END CURB � TOP EL. 41.3 15'-0" (FIRE GATES) '� a P(41.6� TC(41,95) + 1 \ INV. 38.05 16'-0" (ENTRY GATES) a a (PROP, L.Py DOUBLE SWING GATE V6 V PROP. 4' HIGH ( ® �1 h KEY �'Ocslu T FOR >o / / PEN PAD �-- RITY O \ SK X335 +,,?!'ARI°G TRUCK 1 o C� MERA >s4 V cjl , P(41.4) 40156 X ,35.0) 24.0' cv in R OPEN RA 20 \ IN, E LDINPE �'� a BUILPING s$ / 1 p + `� ^ °P ENV�LOPE OPEN GRATE M.H. 4 DIA. 0 - (41.7 TOP EL. 43.75 ��� � � p � \ M.H. 4 DIA. /00 4 r ,o r• TOP EL. 41.3 O INV'S. 38.53 / 25 >z 1� �O L.P. / �� { v'>�\ N INV. 37.55 / P 42 3 \ �' J S INV. 37.55 ` . ` bhpv'O,. W INV. 37.47 \O/ to / - O M ' 45.0. - , _ - _ \ / \ .c��� 'L� �O �° 40.1' - 1 / \ •.� "9� �S O> GATE STOP RIDGE UNE II II CHAIN LINK FENCE GATE I OPEN GRATE ENTRY ED a / \ OPEN GRATE / / \� / / \ EXISTING _ M.H. 4 DIA. N TOP EL. 43.75 j \ \ \ OPEN GRATE\ M.H. 4' DIA. /�\ / OG 20' WIDE o• IN V'S. 38.33 / \ ` M.H. 4' DIA. TOP EL. 41.3 / \ / A1, / F,A �o UTILITY SEE PLAN FOR .,� \ \ TOP EL. 42.50 , INV. 38.05 �>�. \ 5. / \ INV. 39.13 + ' ., / \ 'O F` EASEMENT APPROPRIATE AQ r/ �8 / \ O '0 .0p / / / �/ A'A 90 i CASTING f4" CONCRETE COVER O CD �• rk3 / \ ~ \ •s y d`s /\\ / y�° O,0 Oo ( FINAL GRADE WHERE APPLICABLE Exlsr \ .- Q J► O• ° p O O 4 J 15 J/ •� LIGHT I o� \ �fNV'S S`] S� r'�s CONCRETE BRICK WITH `OLE M O t`7.9 INV. L.P. MORTAR & 1/2 P.C. MORTAR O J /o �� /8 #5 BARS ® 6" EACH WAY O �• �/� \ �Nv'S 9 O \ ( \ 0 0 \ 's4 GO v� / F O o/` N \ ` t 38.7 ,z6 Q C,o .1► �l / `5',c:� �� \ L.P. . ' 6" PVC ROOF DRAIN �/ o ^ \ \ EXIST \ SYST. No. 2 0` t 1 + I o / F �� EXIST. 6' ` SEE PLAN & STRUCTURE h '� TO BE A D O J 12 ADS o o M 7$" \ ��o POLE REMOVED 'Pa TOP EL. 41.30 INV. /- o� y / 9� •J moo\ CHAIN LINK _ N-12 SCHEDULE FOR MORE INFO. Q Q W d CPp \ h Q h �+ \ INV. 38.11 > 37 I Fp O- /� p p F f FENCE TO BE / a a EXISTING 5'-8' o o �- \ �Q 5� v \ 9.0 I s�'.o >� S / > �" I /� I �v o 1 SYST. No. 3 Gy J► > �' .�° �� s� \ EMOVED w I CEDAR TREES o/ z t e >0 \_STORM TO BE REMOVED � o �, / TOP EL. 42.50 � \ � O n z DRAIN I Q/ �. f '0% �O 3'-0" WIDE SAND & GRAVEL o O INV. 38.11 Li a mac' RING I COLLAR ALL AROUND AND REPLANTED / ��o j�. o �.. i e 1 / .:. ( �� \ ¢� SYST. No. 12 / INV'Sl yF / o IN PROPOSED 60 Q �.� lo a \ > y W I I o / Co W : I WIDE BUFFER ALONG N I a � TOP EL. 137.3 1 / c -9� / S� S :: I a 4.. SOUND AVENUE ,e / '� " o t o (40.9) \ L.P. / ,o N` Sp, / / �" OPEN GRATE • Q SYST. No. 10 I / / M.H. 4' DIA. INV'S) TOP EL. \ �'ss / / 0 \ s TOP EL. 41.3 © ,o o 38.7 / (41.9) PROPOSED \ / INV. 38.05 GROUNDWATER N SEE:DRAINAGE'CALCSS: p / �\ -. -t9 ASPHALT t / / e Q D� \ aa3 w Q�o / ® 1 PAVEMENT \ �'r/ +ati� I '9j. + PROPOSED / ''� 4 'o t` •� \ I OS / / / ,o \ fi CHAIN LINK COVERED �� / \ \ \ L V t I s / �� FENCE DRYWELL ` Q / \ 'INV'S) J \ I OPEN GRATE / / J OPEN GRATE ENTRY / \ \ \ �g 8�, +�,o ` M.H. 4' DIA. / / / M.H. 4' DIA. / \ \ \ I TOP EL. 41.10 TOP EL. 43.75 rk�93 / \ \ / �9 \ I INV. 37.55 INV'S. 38.53 \ \ \ �° t� / ` +a i ��� / / / / // O• QCk PROP. ��,� / / �h� /' X05 �. 14' HIGH O R \pG / `Jo F��� POST FOR O >�. EXIST ��""--R I /Q• / / / 1 0. Q � + O CAMERASECURI V LIGHT � e 1 ` +a� � �� �o• TOPOLBE �} ♦ p�^ Pc,P�'` + �o �P��bL / \ • �' ° ^` \ \ \ \ REMOVED CL $Y$ +/ NN� G 47.01 \ \ Ati• I � �/ / P ,2 TOP TEL. 40.0 L.P.��63 Z / + I '�j1' � / �` ( �� OPEN GRATE I �� / // 36�\�k\7.43 Fq OTO \ M.H. 4 DIA. I +/ EXIST. CONC. \ 5 TOP EL. 41.3 I �' / // � ,r '�s \ RET WALL / + \ INV. 42.50TO BE REMOVED �3�6 / \ \ \ \ + o� •o. \ \ L.P. SYST. No. 9 TOP EL. 47.13 / \ ✓ / '� 42.6 1 Q / .0- 20.10, Z 20/0, ,� \ .` ( ) 1 QCT O' \ OPEN GRATE v \ \ / \ \ ( / // /' 47 54 M.H. 4' DIA. iV a 4 \ \ / e �----R--A 1 / � �yF\ �`L• / I/ / / � . TOP EL. 43.75 Q. \\ 5.0 t / ,,5� INV'S. 38.94 �' POO POSED + �5 / °o / / sr �� o \ X561 \� 6' CHAIN LINK N CY 11 // ` +� O' // / Qtx . FENCE s \ AR \ \ 139 P 00 \\ 4 �� �QQ� /5 SYST. No. 7t {44.5 \ / '� �P5 ,o� \ TOP EL. 'P(41.60) / / O '°.p \ O c �K., J���^jrO Q�F'P \ e 1 �`e 47.36 / Fj _ 44.0 10. 9 P(4 \ �p �P����, // ° °Q 47.70 Fq \\ PROP. 6• -'� Q� / R 1 AREA TO BE 14' HIGH \ \/ \ +/ REPLANTED WITH / / eo `PST FOR �* ' ' �/ \\ ro ��a� \ +/ TRE EXISTING CED °` SECURITY \�, / O �, \ ES FROM/ CAMERA'. ADJACENT LOT / J 0 tK LEGEND o \\ r',; Q \\ a5o P�e� \� / 47.57 Al` SYST. No.4 '�` / CoQ ,� \ a3 a/ PROPOSED LANDSCAPING /\� TOP EL. // Q �Q +/ ' +�d /' `°� 0,�4 7.92 FA \ / (41.7 ) 'W' PROPOSED WALL LIGHTS -v-v- PROPOSED SIGNS °l�, �o / \ i \ // j Q \ // // ��• Q/ �� / ��o PROPOSED CONC. FILLED BOLLARD 6' FTIPROPIx . TRANSFORMER PAD �" Ao \ �.o�'o,�l / °' / SYST. No. 6/ ` \ �' / 1 / 9 s 20.0 \ / TOP EL. t ® J + 47.6 D PROP. DUMPSTER S`,o / 0 / p�G ,goo �Fy�y sq o \ (41.60) ai \ r I • Q �� /' �0.. • ��+ k $ a SYST. No.5 \ R / 1 +/ / /48.02 / NOTES. ��O FA y ,� cy\ + .�J TOP EL. \\ ,y �� / / 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON (�, / 9\ (42;60) MAP OF NORTH FORK INDUSTRIAL PARK. oR', ��. // �iT �\ ,�O Q +/ j /' Q �° // , 48.2 2. THERE SHALL BE NO ACCESS TO DEPOT <&I A�� \w'• / T y\ �' /�, \ +� �.� / / / ��� LANE �,� a sem ,, / C� ' �,�� \ / Aye N 3. STORAGE BUILDINGS DO NOT CONTAIN A� F POTABLE WATER OR SANITARY FACILITIES. \ / ( 4. SOLAR PANELS TO BE INSTALLED AS `� 4 .90 PART OF PHASE 3 \ \\ Q`� x8.17 DRAINAGE CALCULATIONS \ \ w 11010' �� !� �c 48.4D 0G SYSTEM No. 1 PAVT. AREA = 5225 S.F. x 100% x 2/12 = 871 CU. FT. USE 1-10 DIA. 13 V.FT. - 889 CU. FT. ACT. CAP. A ROP. O G o� X, NCO EXIST. G> �, /14' HIGH SYSTEM No. 2 �� '� + WELL �5 / POST FOR lk - T PAVT. & ROOF AREA = 13,250 S.F. x 100% x 2/12 = 2207 CU. FT. - / GG / . - - - p. SECURITY USE M 10 DIA. 11 V.FT. = 2258 CU. FT. ACT. CAP. CAMERA SYSTEM No. 3 s / / / / /48.03 L92 - PAVT. & ROOF AREA = 21,300 S.F. x 100% x 2/12 = 3550 CU. FT. / USE 4-10' DIA. 13 V.FT. = 3558 CU. FT. ACT. CAP. / / / Q� " - EXIST. / PROPOSED �` / ���/ ? Ell,� 2 018 SYSTEM No. 4 ESTIMATE OF QUANTITIES - , ' 6� - _ _ - FIRE GATED ,/ �C 48.31 OHO PAVT. AREA = 3330 S.F. x 100% x 2/12 = 555 CU. FT. COBBLESTONE CURBING 78 L.F. \ /�� " // / / / Sou.ho.d )'own USE 1-8' DIA. 14 V.FT. = 591 CU. FT. ACT. CAP. / Pl1.9 ng 3oard CONCRETE CURBING NONE \ ( / / / / �48.54 SYSTEM No. 5 FA / PAVT. AREA = 2400 S.F. x 100% x 2/12 = 400 cu. FT. ASPHALT PAVING 102,796 SQ. FT. \ �s�� 148.to ���' / 1/2 ROOF AREA = 6750 S.F. x 100% x 2/12 = 1125 CU. FT. WALKS NONEs I �, i AREA TO BE '1°� / � TOTAL REQ. CAP. = 1525 CU. FT. FENCING 785 LIN. FT. J �� ° REPLANTED WITH a �� / / � / 4&ys9 OF NES, USE 2-10 DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. DRYWELLS SEE DRAINAGE CALCS. '� EXISTING CEDAR _ / �� / N' � �P� �H H. g �o SYSTEM No. 6 TREES FROM �� - - /�°� BGG°c OWNER: ?� ��-��� PAVT. AREA = 5871 S.F. x 100% x 2/12 = 978 CU. FT. �. IO / c 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. .oma O° B° ,� R` ADJACENT LOT °p / / 53a LLC TOTAL REQ. CAP. = 1274 CU. FT. G�� A� �� G� ,4.25 L=1 20.23' JQ �°'/ 20 FAI RLI N E DRIVE \ USE 2-10 DIA. 10 V.FT. = 1368 CU. FT. ACT. CAP. SITE DATA �° / SEA CLIFF, NY 11579i� •L � C SYSTEM No. 7 �c 48.42 PAVT. AREA = 4275 S.F. x 100% x 2/12 = 712 CU. FT. AREA OF SITE 162,852 S.F. �° ❑ s �4�sa� 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 cu. FT. FLOOR AREA OF BUILDINGS 25,500 S.F. ���, �� �/S �'� ��'� / PRELIMINARY SITE L I TOTAL REQ. CAP. = 800 CU. FT. PERCENT OF LOT OCCUPANCY 15.7% ° �� tiF coNC �� G/ - " USE 2-8 DIA. 10 V.FT. = 845 CU. FT. ACT. CAP. � / 48.68 091 S.F. OR 22. NORTH FORK SELF STORAGE AREA OF LANDSCAPING 4, o „+ SYSTEM No. 8 AREA OF BUFFERS 36,820 S.F. OR 22.6% ��� �� eC 4 •42 /' / PAVT. AREA - 3135 S.F. x 100% x 2/12 = 522 CU. FT. 7j SCS CONC. CURB / <v 48.85 USE 1-8' DIA. 13 V.FT. = 549 CU. FT. ACT. CAP. AREA OF PAVING 102,796 S.F. OR 63.1% s / ��;�' o SITUATED AT - SCHOOL DISTRICT MAT ITUCK CUTCHOGUE / 48.34 / � �G�>k�� CUTCHOGUE SYSTEM No. 9 POSTAL DISTRICT CUTCHOGUE PAVT. AREA = 8768 S.F. x 100% x 2/12 = 1461 CU. FT. / G 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 cu. FT. WATER DISTRICT S.C.W.A. / / TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOTAL REQ. CAP. = 2023 CU. FT. FIRE DISTRICT . CUTCHOGUE �� `r0 S.C.T.M. 1000-096-01-001.3 USE 3-8' DIA. 10 V.FT. = 2053 CU. FT. ACT. CAP. TOTAL PARKING REQUIRED 26 SPACES / - A 48.60 �o� �e SYSTEM No. 10 TOTAL PARKING PROVIDED 37 SPACES / ��tiF -�`�� GJ PREPARED BY: PREPARED FOR: PAVT. AREA = 15,750 S.F. x 100% x 2/12 = 2625 CU. FT. EXISTING ZONING LI �� 47.54 4878 GONG• KENNETH H. BECKMAN, L.S. 65 COMMERCE DRIVE, LLC 1/4 ROOF AREA = 3375 S.F. x 100% x 2/12 = 562 CU. FT. USE PUBLIC STORAGE ❑ m 50 COMMERCE DRIVE TOTAL REQ. CAP. = 3187 CU. FT. / SURVEYING AND LAND PLANNING USE 4-10, DIA. 12 V.FT. = 3284 CU. FT. ACT. CAP. `" / �`� 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. SYSTEM No. 1, PARKING REQUIREMENTS �,� /��oe 48.91 SUITE D tx PAVT. AREA = 2120 S.F. x 100% x 2/12 = 353 CU. FT. z RIDGE, N.Y. 11961 STORAGE SPACE = 25,500 S.F. y 1000 = 26 SPACES �' °c REVISIONS: USE t-8 DIA. 9 V.FT. - 380 CU. FT. ACT. CAP. � 0G SCALE: 1 =20 DRAWN BY: KAK .00 SYSTEM No. 12 PARKING SPACES PROVIDED = 32 SPACES PAVT. AREA = 6840 S.F. x 100% x 2/12 = 11'40 CU. FT. PENSKE TRUCK SPACES PROVIDED = 5 SPACES / USE 2-10' DIA. 9 V.FT. = 1230 CU. FT. ACT. CAP. TOTAL SPACES PROVIDED = 37 SPACES ' DATE: MARCH 2018 CHECKED BY: KHB -- / DRAWING: BB1-6564 JOB No. B18-18856 SHEET: 1 OF 1 ALBERT J. KRUPSHI, JR. �� m ,; MICHAEL M. COLLINS, P.E. � ` TOWN ENGINEER SUPERVISOR U TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD NEW YORK 11971 Tel. 631 -765—1560 Fax (631) 765 9015 � m C`»,,5QIJ0KbU. NAIU OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings February 15, 2024 Planner Su b-P Southold Town Planning Department 5 .g� � L� MT� 13C, / C� � 4375 Main Road Southold, New York 11971 RECEIVED .. .. Re: North Fork Self Storage #3 VE B 15 Z024 SCTM #: 1000 — 096. — 01 — 1.3 - Iww Planning Board Dear Mr. Cummings: "- I re-inspected the installed drainage for this site plan on February 15, 2024 to determine if the deficiencies noted in my last inspection memorandum dated January 31, 2024 had been corrected. Based on my inspection, all metal downspouts leading from the building gutters have been connected directly to the underground pipes leading to the drainage structures installed at the site. Therefore, the developer has completed the requirements associated with Chapter 236 of the Town Code. If you have any questions regarding this inspection, please contact my office. Sincerely, Akdd Michael M. Collins, P.E. Town Engineer ALBERT J. KRUPSHI, JR. MICHAEL M. COLLINS, P.E. SUPERVISOR � TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD " TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax (631) 765 9015 kz OFFICE OF THE ENGINEER __.._... ....._._ ._.w... TOWN OF SOUTHOLD FEB12024 —966661'd I 6w'6 Planning Board Brian Cummings January 31 2024 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: North Fork Self Storage #3 SCTM #: 1000 — 096. — 01 — 1.3 Dear Mr. Cummings: I inspected the installed drainage for this site plan on August 26, 2022 and January 25, 2024 to determine conformance with the site plan approved by the Planning Board on February 24, 2021. Based on my inspections I note the following: «► The metal downspouts leading from the building gutters are not connected directly to the underground pipes leading to the drainage structures installed at the site. Due to the deficiencies noted above, my office cannot approve the drainage system installed at this site at this time. If you have any questions regarding this inspection, please contact my office. Sincerely, M�4'j 91� Michael M. Collins, P.E. Town Engineer Southold Town—PlanningBoard Work Session—Jarjggry 22 20241 �.Page; Project Name: Zuhoski Agricultural Storage SCTM ....-1 _.µ. Buildin g � # ...�..000�83 2 13.����� _._.....__ _www. ._._w.... _ ..�M.. ocation: 12025 . ....Pregon Road, Cutch�.!�.e. ...�. �....... �.._ ... ... u.,._...._M... ......... .m ....__.!.. ..w_..mm. Description: This agricultural site plan is for the proposed construction of a 1-story 1,200 sq. ft. agricultural storage building (30' W x 40' L) on 2.79 acres in the AC Zonin pistrict. �....._....._ w...�,w Status: A rove Action: ....._.. _......Review Request for CO . .. ..w._w.w�..�....... _..M_...�....... ._m Attachments . .. Staff.Repork ....� _..._...... ......... .._ww. _...__ m_ Pro ect Name: Se Fork North If Stow e 111 SCTM#: 1000-96 1 1.3 Locationomme w ... .__.._. 65 CrceM' rive, c t toh a _.......... .. �......... .w.w. �_. ...._ This site plan is for the proposed construction of two (2) 2-story self- Description: storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning.District __. w_. . ...... . Status Approved- Action Review Req uested Alterations ._...� �_. . .__._ .... m..w Staff.'Repc rt _� .... . ... .... ww . .._ __ ....._._...... ...... ........ _.._ Attachme Project Name: lubdivisionMessina nse ' t S M# 1000 5 1 1 Conservation 1000-55-6-35 & 36 ,....CT _ .... ._.,... .w .... ........ . .. Description: _ ..This, 80 60 conservation subdivision proposes to subdivide Location: 761 & 2425 Laurel Avenue, Southold p50 acres into eight (8) residential lots of approximately 35,000 sq, ft. each, and one 43.6-acre parcel to be preserved as open .spage', the Town _.,..,_._ .. : Status....... Conditional_. onal Sketch Plat App _.._ .... . . Action .. �...-._.__ .i � roval� Bond Estimate.. ... w.. . _._ _. _ ...._._....._ .ww. . _.. _.w..... . . AttachmentsStaff—Repo-q-,", _._ _.. ... __ ....._ _ _..._..�.........-...........__..� ._..-.... Discussion: ❖ ZBA Request for Comments: Silver Sands, 1135 Shore Drive, Greenport SCTM#1000-47-2-15 Southold Planning Department Staff Report Site Plan Application Work Session — Request for CO Phase 1 Date January 22, 2024 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date Approved: January 11, 2021 Tax Map Number: 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.7 acres Building size Building A— 37,750 sq. ft. Building B — 53,800 sq. ft. 91,550 sq. ft. total This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. III: Analysis A. Approved Site Plan (recently extended from January 8, 2024 — January 2027): o Request for CO: (see photos, site inspection 1/19/24 by Brian Cummings) • Building B— (53,800 sq. ft.) 2 story (35' at peak) storage building with fifty-five (55) overhead doors; ■ 26,900 sq. ft. 1St floor; 0 26,900 sq. ft. 2"d floor ■ Ample parking stalls have been striped (30+) ■ Two (2) ADA stalls a ±175 Blue Spruce tree plantings in 100' non-disturbance buffer M Storm water management: The Town Engineer was notified and present during onsite installation of storm water controls, the Town Engineer needs to provide a final sign off of the site once he verifies the sufficient installation of leaders and gutters. 1 Staff: all items listed above have been constructed as approved o Requested changes to the plan as shown on plans submitted 1/10/24 to the Planning Department • Relocate front yard border fence and gate to be more appropriate for the onsite conditions of one building • Cross Access: take down two panels of stockade fencing and minimal landscaping (see photos) to provide an interior cross access location between the subject parcel and the parcel to the north (under same ownership) of SCTM#96.-1-1.2. Staff: verify with counsel if a legal agreement is necessary at this time even though both parcels are under the same ownership. V: Planning Board item to consider: 1. Based on the analysis above and the final inspection comments, consider supporting the issuance of a Certificate of Occupancy (CO) be issued from the Building Department for the 53,800sf"Building B" and supporting infrastructure when a final sign off has been received from the Town Engineer. (weather permitting) A final site inspection and review will be required when the second building, Building A, and supporting infrastructure are completed. 2. Consider supporting the requested changes to the plan as described above, on a stamped as-built site plan. 2 Submission Without a Cover Letter M Subf Name: Project Title: �'" , JI' j 0 " � kMiold..„.Mown--.w. Planning Board SCTM#: 1000 - %. _ I — I , ~ry Date: 4/; 7 Details of Submission, + PIQVIiajrIcjr� fo LO ci R' 0 o� \ S , P� O . 8 0 Q ��� �%, PLANTING SCHEDULE xi o' /7 � O � QUANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPER WOOD STAKES AS SPEC. (TYPICAL) �/ Q� � , 24 NORTHERN RED OAK QUERCUS RUBRA 2 1/2"-3" CALIPER 10' HEIGHT FOR LARGE TREES Q �O 3 `�„r' 6' HEIGHT FOR SMALL TREES OP/ G -D AND EVERGREENS O U 146 BLUE SPRUCE PICEA PUNGENS 3-4' HT. .�(, �� G',� 0 Q�Q PLANT 15 O.C. Qo �-ti� WIRE WITH STRAPS AS SPEC. P` �� m �0 oP p 3" MULCH AS SPEC. -04 QQ� \G m �qy =25.00 5 FLOWERING DOGWOOD CORNUS FLORIDA 2 1/2"-3" CALIPER 0 9p!! 6" HIGH SAUCER o= �� 'Q � L 21.03 3 GAL. CONTAINER CO La �.w Ci - .'. Q � � n 11 LOWBUSH BLUEBERRY VACCINIUM ANGUSTIFOLIUM PLANT 6' O.C. 6 �i �'A = C - FINISHED GRADE c�_ TOP OF BALL TO BE LEVELL G' rn NOTES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAPING ! WITH SURROUNDING GRADE L.P. \qT �� 3 REMOVE EXIST. SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATED OR APPROVED EQUAL. 92 (SEE SLOPE PLANTING DETAIL) BELGIAN BLOCK CURB F f_ PLANTING SOIL AS SPEC. I , ;] 10' D A41 �///`14 ve & CONSTRUCT PROP. \ 6" MIN. lb COMPACTED SUBGRADE 6" MIN. 12 V.FT. �G• NF $ 5 ASPH. APRON � w O O SITE Gam. L6" MIN. 'L� fie- G Q . 2%) 6" MIN. GCvO 3 F 4 p �' EVERGREEN TREE DECIDUOUS TREE o k�sT / <v ,`. fij .00 W,,q;, � PLANTING DETAIL 1P c W= - . ' , STREET ��Iro � ,' yP ,- Po RP��' </ ^� �O N/rn O' s TREES C,; �P�Q Ro OFo Pio REMOVE 2 SECTIONS �Ilk r F� : : x7 - ` d'o, 41.3 o c'. G I �o o!9y �O�G OF WOOD FENCE TO Q ^O C, . ' d x � 5. Q Pp F CONNECT PROPERTIES Q . N11 Q2� �, +k,5 PROpif\tvi'' a . G���\ INSIDE GATED AREAS �, ��a 6 FNC, Jr s oQ 10' MIN. ON BOTH PROPERTIES i KEY MAP LATH AND �o ye , � O X $ FLAGGING h X Q J �� q0. SCALE: 1" = 600' ON 3 SIDES '\• j' r 2 so ONC O J �U G IV ,O� SANDBAG O 0 �' M SFS �` U� >> L.P. 1 I BERM q2�. I 3b %LATH AND ^ 2O ,^ �� Q a PRo I e +10 c,- \ \ NOTES. o� .:. • 0 a '. . A A VC O• CO C � L.P. IS REQUIRED IN ALL LANDSCAPING. w FLAGGING 0) s 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS Q t- n ISANDBAG O v NC O PROP. N\ 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE > O 8 -v W CONSTRUCT10�1 P\� G 8 10 Q � U I ENTRANCE \ -/ WATER SOLUBLE NITROGEN IS NO MORE THAN 20% / I 10 MIL PLASTIC LINING lq o� O '01 • . Q DETAIL SHEET 2 OF THE TOTAL NITROGEN IN THE MIXTURE ARE GQQo O Q� O 88, C� ��35 I +n�! PERMITTED; O 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SQUARE 0 v / i Q� � �� �ip II x \ FEET IN ANY ONE APPLICATION IS REQUIRED, WITH A O O r) \ v 1 � O O a d �+ Q. CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. \ BERM mo,�e �� D� ^`' OV ` h0 . G- PER 1000 SQUARE FEET PER YEAR; 4v �, / � � O N 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING 10 MIL PLASTIC LINING � I <4 ( Q � v 2� NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN AJO�O�� s `. �1z /3 o, • 2�3' \ I '� PRPP. NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; PLAN VIEW SECTION A-A �JU� VV 41' \ k1� x KEYP' D 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER • �' I + IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR BELOW GRADE CONCRETE WASHOUT AREA a"'' ��` °' 30 " 4 >' SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE Q' Z�,' O �` 4i�?' hPROP ENOUGH PHOSPHORUS. FERTIILIZER LABELS HAVE THREE vw'• 10 L P = ?• PROP. KEYPAD I--, �- Os F /O BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE �• 4,4,, ,O / \ KEYPAD PRO / \ -6'-p O PERCENTAGE OF PHOSPHORUS IN THE PRODUCT • EL 40.41 v a / "�\ \ Q Gq / +Q�O� t�j2 8' DIA. - ,' \ �\ \ J,+ C O\ E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE 11 O MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH 2 ate' O / v �� C \ �.p �� O 90 A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF ,I /`I' /_ J' � Q (p / �- -, _ � \� •� �L � �� \0 A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST J6"Min FmttPo3 �� �9 o-k �Q p / d ° 'd. . ° '° �Op.0,\ \ �\ s 9 •'� '9< s O\ INDICATES IT IS NECESSARY. IQ �, �, �, .� �O� CoQ o�� ��13 / d ° 1. °. ° . �� \ yc� 6 �9� �� %,C LEGEND � � � � .. •• a � ° ° v SA F "MVo�b �� ,�? COVERED ' ,� d d v . d . ° 90 \ ?'9� . EXISTING TREES s' ENTRY m / ° . +k'N ° ° Fs \ \ EXISTING ' k / /� °' °. a ° , \ $ UTILITIYOE PROPOSED 3-4' BLUE SPRUCE . v srS v \ A `� �Q- L P �k � : 4 / \ / j.kti�° ' 4 ° rn \ 1\'16� X EASEMENT PROPOSED SHADE TREES 2 1/2"-3" CALIPER •V W y, vi y, �, .I, v, Q >x� b` EL. 40.41 Ss M / . \ ,/ a. y� \ g0 y, V V .t, ,V q, ,V V� Q• po' .� �� ^J' 8 DIA. / ,6 /16 . � O 1 X (0 - <<�I <) 6 / . . . ;�"-� . <1-11 , - . -�- -,/ '`� !`O J� �vv `nM ��j ° ° d� / � - \ L.P. ° d ° � \ '\ .. � • (/ � W �$ / ° ° d d � °. O\ �5 \ \ y .Y + W 1Y ' Vr•,• .. O ° i/�,Aly $ / ° d ° kti� v •��' \ F,G' \ L.P. v w v v r �e ,� y�W WW W' ., 'J Q / d + d _ kti V�' •� j ° Q ° ° \ \ �'9j \ . . . . . . SILT FENCING AROUND STOC ILED / a 0P� \ ,� ' ,� Q Q / d �, / •CZ' ,ro y' � <v � / ° v ° °. 4 -. - / +k15 OFA\G� \ 9�F / . f 113\ I .. .... / z . . . .. . . . d \ �O ,<v�-� L.P. \ \ / ° a �, d v �O• O, \\ \� G O �� EL. 40.41 [ / ' ° ° . / . . . . . . . . . . . . . . . . . . . . . . . . . . Q-GO O 20 V�� 10' DIA. /\ ° 12 V.FT. 14 16 ..(PROP. STONE BLEND)�4 ° \ o S< 92, / , . .1 o$ \ O . , , . . . • . • . . . _ , . . . . • . / + \ . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q. P. Al. �Ay 90 J ° v ,�4j� �J� og . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �,• O�P�F U . ° d � ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + �� 00 \ Z / . . d n�*:5�'° a / +g2 \ \ .\ �, --,� .�^� Uj� / + X44\ d . d I v \ . . . . . . . . . . . . . . . . . . . . . . . o , \ / \ ,JO���G' Q�00� 00 � COVERED �• / v. � .. v' `'O \ \ . . .° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \+ �JU�V(i O O �O. \ • ENTRY a / <4 ° ° ` -/ ko O' \ \. �y. \ a / d % \ �. . . . . /. v / ° / *1 .� 43.93 /* * . . . . / v 4 ° V`C %. . .%. �• F� . d d v d / . . . . . . .METrR. . � . .. (y / / . . 4< . .. . . . I . P�C 0�Q o� '0' �J 447 . l °d d . a / / 1 . . . . . . . .. � . . . . .. \. . . . . . . . .. . . . . . . . . �. Q�' / . �oP ��, �QO�� a ,M / <,6. ° . °° . +F; . . . . . . . . . . i0 . . POS �Gj O ��; OBJ' spy OQ 00 (0 / / �. �lv.�.. \ �P ���P . ��.y. �,,� O .O. ° ° kry� . . . . . . . . . . .�. �. / /~j o • + cj Q\, QQ` . . . . . . . . . Q� F�' .26 Z / / °° ° ° . / PGS \�'� . .� �. GO. Q 47.01 .11 �OJ� g`38• L.P. © a ° �`' �G o OF �,Q'� / \J ro . . . . . \� O'9,pq EL. 40.41 �3 63 ° O`L O\\GP� \�C\ Q� / 0 . . . .� . . \ / / 3\ --,,/47.43 PQ. . . . . . . . . . . . . . ....:.. S F 8 DIA. a / v / O QG� 0J�� \O P \.GO `\ �` `L / / 6'' \ \ �Qe' e .•:,.:.. ��R 15.8 V.FT. ° d d / C� / . . . . . . F 1.G . . . . . . . . . . . 9v .•.:.•. . O• O 6G � o o� F h .. / Cep \ o k5 / o, �• O� - / *. / C-1 A� ` ply.•..•...•. Q \ . . . _ . . . . . . . . . . . ! ''i-!/2'•'•:•..•.. . 52 RED CEDARS + ° kkti '� x 43.0 \, \�\ ooh F, / �. . . . . . . �. / L.P. 48 HT. 0 / . . % 2�; * 40.41 ��� / �/ cod 9 '•': EL ti� O, h 5' F / / . . . . . . . . . . . . . . . D.y�.:..:...;�\: 8 DIA. J / ` \ pb' O -*. /, /. / �'f�,'.0''"r 15.3 V.FT. o LOT-A6. ' .2. : . . . .< �Q 4p, qP . . . . . . . , . . X� T .woa .; / / �Q / !` . / \ O '1�' Ne. • / 47.13 47,1 6 'S.F.- ::�' '\ ���� c� LOT N o. 3 p �` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . . j. . . . / 1.083 ' 'ACRES. . . . . / / . . . . . . . . . . . . . . . . . . �ti.. . . . . . /47.54 „s•:...•. . . . ; . . / 162,852 S.F. OR 3.738 ACRES . . . . . . . . . . . . .�, / // • . . . . . . . . . . . .*. .•'0- . . . . . . . . . . . . .� . . . I . . .j . . / 50,E RED�� CEDARS Q`� ky. / / . . . . . . . . . ./ . . . . . . ./ . . / 12 -24 HT. Z p Ir . oma- . . . + . . . � . . . . . . . . . . . . . . . . . - . . - % ! �5 61. \ \. . . . . . . . . . . . . . . . . . . . . . . �. �. / >z� S. . . . . . . . \ r'j . . . . . . . . . . . . . . . . . . . . . . . . . • . . . +kti' .j. P k5• �N q yr . . . . . . . . . a� . . . . . _ . . . . . . . . . . . . . ...�. . . . . . . . . . . j. \ ...\ kyr \�� / 06 . . . . . . . . . !�; FN . . . . . . . *. . . \ "�. . F,'f . . . / �6 \ . . . . . �C �U�. . . . . . . \ /. �Q 47.36 / '� . \. . . . . . . . ;; ':. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ �. /. . . . . * . . . . . . . . . . . . . . . . . . /. . . .\ . . .�/R . \ /47.70 \. qIF �. .*. / .. . . . . . . . . . . . • . P� /J� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . / iib F,o . . . . . . . . . . . . . . . . \ . . . . . . . . ..? . . . . . . . . . . . . . . . . . . . /. . . o f ,�N A . . . . . ' . . . . . . . . . . Q- <% - .s . . . . . . . . . . . . . . �. ,P •O. �( /. / �� / /. . �. . . . . . . . . . .� J� �. . �F . . . . . . . . . . . . . . . . . . . . . /. . . . . CONSTRUCTION NOTES FOR FABRICATED SILT FENCE . . . . . . . . . . . . . . . . . . �O• . . . . . .. . . . • • • • • • ? � 10 4Q Q �` y Si . Q' �. . .� . . . . . . . Q . / 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO �9 0 �\ ' / FENCE POSTS WITH WIRE TIES OR STAPLES. e� +k� �' O ��Q' \ ./ 47.57 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN S,' ! . . . . . Q . . . . . . . . . . . . . . . . . 3k/ . . WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP �� I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . � . . . . . . . . . . oo . . . . . . . . . +"pt . . . ./. . td x 47.92 ! �F / . . . . . . . . . . x O MID SECTION. 2 y� \ \ ` Of. , 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN F,o r • Ff• \ j � O� �/� -17 EACH OTHER THEY SHALL BE OVERLAPPED BY X6, J .. . . . 4 . . . . . . . /. . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . , . �. (). Or ,-SIX INCHES AND FOLDED. �'! Pte. . ' �. \ / 1 � Q'��� �' 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED 1z�S ���GQQ PpQ . . . . . . . . . . . . 0� �` . . \ . . .�. ,, c /Q� . . . . . . . . . . . . . . . . . . . . . . . . AND MATERIAL REMOVED WHEN BULGES DEVELOP . . IN THE SILT FENCE. 2� '10 �✓ �0 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, ' OR APPROVED EQUAL. A9 I . O.. . . . . . . . . . . . . . . . . . . . . . • . . . . . . .* .� ._�./. 6p�• �Q �` / �-\ WHERE FENCING IS USED AROUND STOCKPILED FILL: . . . . . . . . . . . . . . . . . . �� 6 47.6 0M��, / �. . . w . . 000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � /`50 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED % � � � • ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. • . .' . . . .�. • • • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . . ' . � . ' . . . ' ' . . ' . . . . . . ' . . . . ' . ' . . . . . . . ' . . . . . . / . 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) �G . . . . / -• .. . .. . . . . . • . . • . -,�. . . . . . . . . . . . . . . . . . . . . . . . . . / N1 / OR IT IS TO BE COVERED WITH A TARP. I '. . .. . �} . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ij�48.02 POSTS: STEEL EITHER "T.. OR ..U., O >z� ..�j . .• . • .• . • . • . • , • , . . . , . . . �y: . . . . . . .. . . / / / TYPE OR 2 HARDWOOD ../^ . . . . . . . . . . . . . . . . . .+. . . . . . � . . . . W. , / FENCE: WOVEN WIRE, 14 1/2 GA. � FA 5 . . . . . . . . . . .T . . . . . . . . . . . . . . . . . . . . . . . . . . !`� . . . . . . . . . . . . . • .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 // 6" MAX MESH OPENING ( >rj lJ�"� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z. p0 / /48. tp• , FILTER CLOTH: FILTER X. MIRAFI 100X. �'! �i \ �' �' Q . STABILINKA T14ON OR APPROVED EQUAL 1&0- A,� sem. . . /. . / / �� PREFABRICATED UNIT: GEOFAB. ENVIROFENCE OR Fq *1- 'S? Yy • . • . , • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ka / . APPROVED EQUAL. � o� � ./. ��. / WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, .� JQ +k / !`Q MAX. 6" MESH SPACING. AS *. . . . . . . . . . . . . . . . O. . . . . . . . . . . . . . . .r. . / / / 10 MAX C. TOC _ . . . •. . . .. . . . . . . . .*. .. . . ... , . . :. 'O' . 47.90 � _ . . . . . . . . . . . �. % � 36" MIN. FENCE POSTS, DRIVEN MIN. \ - O .. ' / CLEARING CALCULATIONS: AS PROPOSED ON SITE PLAN ��16" INTO GROUND .� \ . . . .0�. �, / / 48.17 qO. �� ( ) . . .. . .. . . . .. ` �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. / G� �� LOT NUMBER LOT 2 LOT 3 " "" "' AREA OF BUFFERS • � � �• . � '� �, 8,324 OR 17.6% 59,606 S.F. OR 36.6% , �' � - . . . . . . . . . . . . . . . . . . . . . . . . / ;�, // 48.40 0 AREA OF LANDSCAPING 3,827 S.F. OR 8.0% 6,627 S.F. OR 4.1% . .. �� +kg9 /1\ / TOTAL % OF LANDSCAPING 25.6% 40.7% . . .--% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .\ I . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . / . . �. • �, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F� / NOTE: CURRENT CONDITIONS OF EXISTING VEGETATION ::q .::::, , -4-"- - -1- . j..... . . F-o I / /,3-,Q� // �G ARE BEING CHECKED AND ARE NOT CURRENTLY REFLECTED . �,! ,�� k6.k. exlsr.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./, . . . 60 O _ / ON THIS PLAN -7�-,�l 1 +. . WELL . . . FORMER.TEST.WELLS . .I . . / . . . . . �1 �� `� HAVE. BEEN. ABANDONED . /. �Q �/ l f F� FA R . . . . . . . . �. . . . . . . . . . . . . . . . . . / / ��F. PERSPECTIVE VIEW R� . . . . . . . . . . . . . ./. . . . v / RECEIVED . . . . . . . . . . . . . . . . . 48.03 / �'<' 36" MIN. FENCE POST s . O . . . . . . . . . . . . . . � / I- WOVEN WIRE FENCE (IT 1 IL GA. MIN., MAX. EXIST. , , , , , , , , , , , , , , . y / , 6" MESH SPACING) WITH FILTER CLOTH OVER z • . . . . . . . . . . . WELL. . . . . . b6�. . . . . ,O/, . . . , . . . . . / 48.31 0RQ • � � JAN Y � 202 � +.�. // / SoutholdTown -\ NE(,�,y O NDISTURBED GROUND F / 48.54 Planning Board P X Q ,O fit, �� `��'- �),- O� FLOW N ��S A 1� / 48.10 /', c :4 EMBED FILTER CLOTH _ p! 0 . . . . . . . . . . . N / / �.\ / 4k69 OWNER: _ >� .�z MIN. 6 INTO GROUND Tf Q 1 N \ , Til . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. / /-\�,,<-',"�i, ���� GOODFRIEND SELF STORAGE � 1 ..,/ 0. . . / 0`� / ,moo 50 COMMERCE DRIVE 2 �_`;�s� -Al <% O <-T Q0 - �p ,� . , . . . , . . . . , , O / / CUTCHOGUE, NY 11935 SCDHS R Q4�`� 10 " 11 SECTION VIEW _ SILT FENCE DETAIL z 70 U& A7. GA R�74.25' L=120.23' JQro / � 0 � X�2 EROSION CONTROL AND PLANTING PLAN 50 !!o ❑ - 9^$ / / CONSTRUCTION SPECIFICATIONS EXISTING � � tK �.� �� NORTH FORK SELF' STORAGE "n &c ; 3 STONE SIZE - USE 2" STONE, E1R RECLAIMED OR RECYCLED CONCRETE :.3. . ��'psrj !2F CONC // �S✓ �� 48.68 EQUIVALENT. .:ti •;,Y,,• Rr;�v e 4 / / SITUATED AT WHERE A 3LENGTH - 0 FOOT LE MIN MUM LENGTH WOULD APPLY.EXCEPT ON A SS THAN 50SINGLE RESIDENCE LOT MOUNTABLE BERM '�,\�, �\�,\ lR, C 4�pS CONC. CURB / \��i. 48.85 CUTCHOGUE THICKNESS - NOT LESS THAN SIX (6) INCHES. (OPTIONAL) LTER CLOTH .sem / \, - . TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK WIDTH - 24 FEET Z PROFILE 11 EXISTING .,/ / 48.34 / � AS, ��� S.C.T.M. 1000-096-01-001.2 & 001.3 FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING GROUND 11-1 S \�� PREPARED BY: PREPARED FOR: OF STONE. � SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- / o� 48.60 0� KENNETH H. BECKMAN, L.S. GOODFRIEND SELF STORAGE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING O / GJ`� IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. .••• j yi F SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION • ;' •'... . : \ �\ �\ \\\ `p 47.54 / 48.78 oo�G 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, NY 11935 WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC EXISTING -2...M IN. AVEMENT ❑ O� / SUITE D RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED n1 �� RIDGE N.Y. 11961 ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. '�/'�/'�/ /� "I 5 �: ' WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED '• ' • ----, / `oQ 48'9c1.,�N REVISIONS: WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING • • PLAN VIEW z / >x°' SCALE: 1 =20 REV. 7/29/2020 DRAWN BY: KAK DEVICE. o .�G REV. 12/22/2020 B20-20652 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED Cf 0G REV. 1/5/20 4 B24-22377 REV. 1/15/2024 824-22377 AFTER EACH RAIN. / DATE: MARCH 2020 CHECKED BY: KHB STABILIZED CONSTRUCTION ENTRANCE DETAILS - � / DRAWING: BB1-6564 JOB No. B20-20184 SHEET: 2 OF 2 � SLOPE 1 2" MIN. 1 1/2" THICK p O TRAFFIC BEARING FIN. GRADE TRAFFC BEARING 5/8� DESIRED WEARING COURSE N o^ O F.F. EL. 44.45 TRAFFIC I�CCOVER NG EXISTING ASPHALT 3/4 MAX PER FOOT II ,q- ROADWAY EL. 44.35 ,�' COVER ! C.I. COVER FINISHED GRADE 1 -\ � ROADWAY SURFACE � \� 2 1 2" BINDER COURSE Of J / ()�' O /� � 1' MIN. - 2' MAX. • . . . 114- •' If.`€ -" co �/ `� MIN. 144" 1 � e EL. 42.0 • a '?� E MIN. i� I " D ; EL 1 8. 1 TRAFFIC BEARING LIQUID LEVEL t N SAWCUT EXISTING _ _ _ _ U �x ` 42'6 42.3 4• I ROADEDGE AS DETERMINED _ _ _ _ III O A' �OPCQQ <EMOVE EXIST. 41:8 E ❑ ❑ ❑ 4"01/8"PER FT. �Q ,p-L' BY HIGHWAY DEPARTMENT III-III-III-III- - - PAVED NL Q =25.00 BELGIAN BLOCK CURB 41.65 Op °y % DRIVEWAY m & CONSTRUCT PROP. � a•INLET P o 4" N.Y.S. BASE STABILIZED � - ' ❑ ❑ ❑ ❑ ;1 SLOPE 18�� I -, Q- c L 21.03 O Q EL. 30.0 1/4" PER FT. o F,p COURSE SUBGRADE oel <</ .. Ln. °, \ n 5 ASPH. APRON DROP TEE o �,e,� SECTION A-A Q :' :% ' F / O BACKFILL WITH CLEAN SAND do GRAVEL 3' MINIMUM TO HIGHEST 0 A O� ,9� O) EXPECTED GROUNDWATER ()q--- I � aS ° 1.1 � NEW GATE & FENCE LOCATION 16 FAG /�O TIDE INTO EXIST. FENCE ON \ SEPTIC DETAIL B' DIA F s BOTH SIDES. TREE CLEARING lb WIDTH OF PAVEMENT Q Q �° BUT LEAVE FRONT ROW OF 3 SE TIC TANK DETAIL SITE c v ��t `/ o o SMALL PINE TREES.'uz (1200 GALLON TANK) U- • e. >To ✓ FXisT / LLJ0- `' cp k'q)FAk o TOPSOIL PROPOSED TOPSOIL 0 T°A R Mg1N �.`'� �\ �, CRIA COVEREARING �oPo & SEED ASPHALT APRON & SEED 6' KEYIP o c F�PO�� FINISHED GRADE () ���� `� SYST. No. 1 Q• c,- Q � o '2 TOP EL.(40.3) 41.45) GPS N o�� F ON a. '- � 41.38 Q REINFORCED PRECAST �� O nj� REMOVE 2 SECTIONS x ,�o. ! _ ''\ � OF WOOD FENCE TO F/vc '-- ` x `�j 45" I MINIMUM SLOPE > CH REINFORCED REQUIRED) <1 G CONNECT PROPERTIES 0.25 N ,y 4 P x GQ �� P) 1/8" PER FOOT x rTRAFFIc SLAB F INSIDE GATED AREAS 1a� �a ROP -, x Q\ v MIN. WIDTH 24 ON BOTH PROPERTIES �` ~ FNC c" � INLET NOTE: _ _ 4056 W � /-,,,-,,-,,, h o x P X r- To 24 O TCLASS PBE IPE UM y KEY MAP MIN. WIDTH 30 II x j� LNf cV rn PROP. 9 a -��� I_7 f-, H -i SCALE. 1" = 600' V[ i 3FNC ) U /� V KEYP 40 in in N � ®®�, w m PLANA O. C�Q • 43 SYST. No. 5 °. a 1n / ®®®® 300 SQ. FT. \ cn �. TC /• 3' MIN. � TOP EL. 41.0 L.P. o MINIMUM � O I 42 51 J C 5) ( ) / COLLAR ®®®®®L ASPHALT APRON DETAIL OPEN GRA `42 ' � w� ®®®®®fes W of I'j,' (Typ) p P�►� +�ti r� 'Ay \ \ m ®®I�®®®®� w 11,1 I Q Ct/ ? S's - \ - 15'-0" (FIRE GATES) T a o J 16'-0" (ENTRY GATES) UP D EL N B s ®f!�f�mmr7ImTEL.(41 8)C`4 rsry� C 42 PROP. L.P. 4� I�®fes®fes f�f�f��, ,\ 42.3 o p 1r „ 6' MIN. PENETRATION DOUBLE SWING GATE I o C(42 CONSTRUCTIOTII ® 3' MINIMUM TO HIGHEST L8-0 DIA. (TYP.) o= c4, o J ENTRANCE SEE INTO A VIRGIN STRATA / � EXPECTED GROUND WATER 35 , ' ti 9 SPA DETAIL SHEET 2) `` � 1 OF SAND AND GRAVEL 43• . T� +k1 0 Ofs SYS . No 16 x `\\ '�I� SANITARY LEACHING POOL 4. C(43 � cv V`TOP EL.(41.8) � '0 \ Q ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL Ix.4`3 `. . G WITH A 3' MINIMUM COLLAR $1, PROP. H.C. � `� •�3.2, RAMP W SYST. No 12 MEET \ AC T0� 6' 42.2) • /• EXIST. ID R 20' anti 6, x X //' Fs. �� J&V 43�A • -of C o � PROP. GQ P / I X32 S N 8 0� TO p KEYP - G �� F-' /O == r - ---- L.P. "L93 ` 5 8 0`` , s) 1ROP � o �.\ s p �, ROP. v. � KEYPAD- �6 0' O u' o � O o9 co / / \ t_ _ Ck •� D.W. EL. \ �� '�%- ,`,�� ��, 6 O // / a a s 100•-0,\ 4 (- (42.5) N\ s S \ 4 ° ° v� T 3 75 h '0 '9i C ,0 \O GATE STOP-/ R1p l 51\ a d ° ` 2S �". \\ �y� � �� `rl�, G,l .per O> E l ;9 .'v 4 \ c� �+ y �/ 57 COVERED W \ Q d a d . Q a d a C` '% \ sod' ����-9 CHAIN LINK FENCE GATE 11 ENTRY / +kry a . . . a I,,s eU \ -ti EXISTING N +ati / a Q a D.w.9 Pe 20 WIDE _ 1,6 \ i - ` \ a a ) �' \ o UTILITY / a v y4 v �1 .,� PROP. X CAST IRON i Q �5a / . . . a:. \ a / +" ° a a a) • R 6,P �ExP. ,o\�. EASEMENT OPEN GRATE / D.I. Z ..<- - 4" CONCRETE COVER /O tu 0 M' A3• a' l as d :EL. � j � e 15 cp 0\t4.010 SN 0 O �Q $ FINAL GRADE WHERE APPLICABLE � I a; 4 43.35 v 10 ( p �3�5 a SYST. I40. 3 a a� ` Via/ l5"CPP J�� ��o ./ CONCRETE BRICK WITH � �i TOPE .{4�i.75) , a d 4 v TOP EL.o•3.$5 ��p �\�� L.P. MORTAR & 1 2 P.C. MORTAR J $, � �� � PROP. � #5 BARS ® 6" EACH WAY O (rj C�' 4� ° a p D.I. EL.' ,� QQ 1� O S.T. � O 1 1. O N �' S r O 15 a a a a v{4 a 35)6 0 4 / • 6"pV �h° 0.\ ��G. ��� PROP,Q � \ L.P. 6" PVC ROOF DRAIN 0 Q� ° a ° D.W. EL. + `�� PROP. � \ SEE PLAN & STRUCTURE ro 4 a a '�� �''L ' ' ' ' ' ' = 12" SCHEDULE FOR MORE INFO. Q 1 / / 47 a . . 4 . / (43.85) \ pP �� GO 9 9 . . . . . . . a a °° ° 2 . v � 0P A "PVC �•�� sy o w I O� � • / a .a .16 4 '6 +'o OQQ\G� \� c� . . . . . . . . . . . . . >_¢ G STORM �• a . / \ �� R \ � A 36 . . . . . . . . �z I o� DRAIN I D.W EL.. a a .. O X U_ 3'-0" WIDE SAND & GRAVEL \ Q a \ e 1 Q . . . . . . . . . . . . . . . . . . . . . �o I Rte . RING I COLLAR ALL AROUND �4�.95 4 a ° a v a v 6 ' �, O� \ \ U-1 w I..' RR » aa 4 ° . . a / a \ D.W. L. sA . . . . . . . . . . 4 ,\ r ( h0 V' :' , . I ���rnrno L.P. .6 a .. (PROP. STONE BLEND° . 4 \ 43.8 d . ••• I ��Enrn � I / / X51 \ vc /. . ,o��000 P - e oge�o�o�o� Q "ly R�p� l �� II .1 . $ a •1�Q` � \ +�° 6 ,pro• \ . . . . . . . . . . . . . . . . . . . . . . . . . GROUNDWATER N . "' :' SEE:DRAINAGE`CALCS: . ' '. �5g0 4 Q a a / \'P/p X00 \ R\ �0� $ . .. ' . . a a --- 4 '4N + + ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' j / �'� ° a . a . / D.W. E�F - \ Y T. No. 1 . .\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a a TOP�L. 43. NOTE ALL DRYWELLS SHOWN V / a . 44- . . '�_ • (44.0) \ . ( N h . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO BE EQUIPPED WITH AN » » � COVERED Z / v, � D.I.QEL. / �O \ Q� /� �O \ k'`�. DRYWELL OPEN GRATE SHOWN THUS • ENTRY / �4 a . . � 43.35) •O' �'F ' \�\ Q �. Q / a a a -.-, �p SYST. No. 1 9 \ �Li �,/, . . .\*., . , ., . . . . . . . . . . . . •�. . . 4 . I 15 � � - TOP EL.(43. is F . . . . . . . / . . . . . . . o• / a cPp \ SYS No. 10 may, � . . . . . / . . . . . . �C. . . . . . � . , . . . / X393 a . . .4 a • �T.H.-z k \ TOP EL.(43.95) Q`k� . ' • . . . . . . . . . . . . .�. ./. . . . /1. SYST. No/4 a a '6 p R . . . . .v ELEC.. . . . . b1,. . . . . . . . . . . . . . . . � . / 5 a v / 6.• VC \ • METER /. .. / • v TOP EL.( 3. .. ) 4a QQ a. ��, , . � . \ ./. . . . . \ �, 0 4 . . ^�, ��EXIST E ee . . :. : . :. : . :. : . :. : . :. : . :. : .:.: . :. : . :. . . . :. : . . : .06. ; . . . :. : . :. :. :. : �0. . . . . . / / 'M • a° N a . 4 / LIGHT n1' / ��' . .\ . . . . . . . . / / r � z 1 s cpp . . a a. 4 ® D.W. EL. POLE } +. . . . . . . . . . . . . . . . . . . . . . . . . � �� off' .�co Q a/ (43.95) TO BE /. . \ Q t / a REMOy� . . . . . . '.•�. . . . . . .. . . �. �- / • ° "� I R D.W. EL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '`y / /"� \ a a D.I. EL. / yl / Q� „Pvc (43.75 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . \ . . G�� . �� .26 • / {��.3 i) a Q 03 Q1 G3 / '-L���-' � 6 . . . . . . . . . . . . . . . . . . . . . / �� e / , . - 4 .W. EL. •�� 1b . N �,��o o���,�c, P . . . . . / \ a a (43.95) ` / � �, F, . . . . . . . . . . . . . . . . . . . . . +b,^' 47.01 G 47.01 L.P.�5 63 D.W. EL. �� " `ti ���GP PJB Q� �`' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / \ (43/95 a ° a a a / ® °�\ / ���J��Fp\�'oG�, & elk's / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �,. , . i / / 367'1�' \\.43 % o /- 1 �A>r 6°� / a a: . �� f Lti� �y��°� / �0Q &Z'GO�O� '�- o '/l �° ./ . . . �- / / . A \ °� N / � +^4 / s; SYST. No. 15 � Q / Q o� .!- 5�5 No� !, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R. �� V 0 Ik ' '� �• CD `c' � x 43.0 ytl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�l . . / \ I6 a \, / STOP EL. "11111.3., '\ 5• h `'>' G <x / .h . . . , . . . . . . . . . . . . . %. .� 6, / .y�l '�/ R V ����� p'` �"� F ►�`' . . . . . . . , , ,/ . . . % . / �5 \ Q R1oa �NE' e \ tx 4° �Q� � / �. .• . . .. . . .. . . . . . . . . . . .. . . . . . . . , . , . .. . . .. . . .. . . FXis. . . / . . . / / ��. ^j r G T WO /. / L.f31 cGi \ r3y1 �o° \ 4' o co �eP . . . . . . . . . . . . . . . . . . . . . Q �Nf ./ / �e .. A � 'ss / Ql . . . . . . . . . . . . . . . . . . . . . . �/ . . / / 47.13 \ . . . v . :. :A�\ MEET �' \ `L TOPTEL.o�3.7 . . . . . . . . . . . . . . . . . . . . . . . . . . . .q. •. . . . !�. . . / . . . . / /47.54 .. . . . . . . \ N EXIST. \ ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ° / / / / (, c . . . . . . . . . . ' .' .' .' . ' �'�. '�%\ z \ e ,yh j . . . . . . .j . . . % ,° �` h ° ti� . . ./ 2- R� A�9 . . . . . . . . . . . \ Q 1 .�'rf9' J/ 'y + h /� , Q Q k /. .� . j A5 ?9 k50 . G • Q st• ��G \. . . . . . . . . . . . . . . . . . . /. ,� /. / Q EL. 43.9 \ �• � * ./. BY McDONALD GEOSCIENCE c<,O rr . . \ 3g � A` 6„PVC �. 9 . . . . . . . . . . . . . . . . /. / . 12/4/2020 / - X� �� �h°. �� SYST. PTEL. 43. c \ 1 D.W. EL. °� ��\N1 � . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . .�&. .- o TO ( 9) .yy G �. . . /. MIXED SAND o . \ . . . . . . . . . . . . . . \ ►1"' {43.95! . . 0. -. - y y ./. / 6 LOAM, GRAVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� OC . . . . . . F,'I���' . . . . . . . . . . . . . . . . . . . • , / / 6� / BROWN o !� \ FNrr . . . . `� %Q FG . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / e SILT (ML) r<i . . . . . . . . . .��� . �. . . .. 't• '`�e. 00 �+ /. F' 47.36 / . . . . . . . . . . . . LEGEND �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I A � ,�� J�� % `� ,� : . . . : .: . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . / : . . /47.70. . . . . . . . . . . . .\ . . R . MEET `elk . . . . . • / p. . . qT.F . . .o. . . . . . �`� EXIST.\ . . . . . . . . . . ��� SAND & ,' s PROPOSED LANDSCAPING FA r \ . .. . • .• . . ... . . . . . . . . . . . . . .. . ... .. ., . +q. . . .. .. .. . . . , .. . .S el . . . . . /. pQ` / 1N GRAVEL o C� '� . . . . . . . . . . . . . . . . \. . . . . . . / . . . . . . . . . . . . . . . \ . /. ./ Q� 1x1' (SP) ,.i N -� I a• . . . . . . . . . . . . . . . . . GJ 'W'' PROPOSED WALL LIGHTS >z� \. . . . . . . I' . . . . . . . . . . . . . . . •O �. &O •0 / . . . . . \ . . . . . . . . . �, . % , . , , / / FQ FA �s ,� 0. D.W. EL. c,� . . . . . �' . . . . . . . . . . /. . . . �� PROPOSED SIGNS A� . . . . . . . . . . . . . . . . . I . . �0 t� \ . . . . . . . . . . . �( . . . . `\ (43.75) GJ V j. . �.`-.� . .'. .00 . . . . . . . . . . . . . . . . . . . • . '�,� `' �� . . . . . . . . . . . . . . . . . . . . . .�. : . .. . . .. ... / • PROPOSED CONC. FILLED BOLLARD IS, .O 'G O EN GRA 5Q�• /G� . . . . . / tK * PROP. TRANSFORMER PAD a5� 9C' Q �'e y� • / • �/ EL. 22.9 \. S( + of QQ' G.. \ �. . . . . . . . . . . . . . . . . . 47.57 NO WATER ENCOUNTERED FD PROP. DUMPSTER • . 1. Q�G • ` QQ'/Q� . '' ./ . / '- - - - !D / TEST HOLE . . . . . . . • " R /I/. . . . . . . . . . . . . . . . . . . \ O +"���. . ./. . �d 1. g 6 PVC \ �, 0 x 47.92 F,� � .. /,� . . \ - . . - , P/ SANITARY CALCULATIONS NOTES: Q I SYST. No. 8 GAP . /. .�� O o �, . . . SYST. No. 7 TOP EL. 43.95 . P / DENSITY FLOW 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON ° . . . . . . . . . . . . . . . . . . . . TOP EL.(43.95) { . . . . . . . . . . . . . . . . . . . . . \ ./ . p• �0 0 . . I � . �. r0 , �' / / AREA OF SITE E DESIGNATION ACRES �� P°. 0 'p�° `'S /Q'. \ . / ARTICLE 6 ZONE DESIGNATION = IV MAP OF NORTH FORK INDUSTRIAL PARK. FA •s o. .�o �• O' G �Q ALLOWABLE FLOW PERS ACRE = 600 G.P.D. 2. THERE SHALL BE NO ACCESS TO DEPOT 1zj `� I •� <�� • • • • • • • • • • • • • • y ��g Q� . � . ' . � . • . ' . � . • .� . � .' . ' .� . * .� . \ ./ �. Oh \// ��p� J DENSITY = 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE LANE -° 1 . 0. . . �F ►?`' . . . . . . . N�' /�� / DESIGN FLOW 3. STORAGE BUILDINGS DO NOT CONTAIN .o `� �� FQ O P ��� NON MEDICAL OFFICE SPACE WITH BATHROOMS = 228 S.F. POTABLE WATER OR SANITARY FACILITIES. . . . . . I . . . . r . �F`' 47.6 0��� / 228 S.F. x 0.06 G/S.F. = 13.68 G.P.D. 4. SOLAR PANELS TO BE INSTALLED AS * ' • ' . . . ' ' ' ' . ' ' ' `sJ op ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • ' • . . ' • ' ' ' ' ' ' ' • ` /l50 STORAGE WAREHOUSE = 10,015S.F. . .1. . .Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10,015 S.F. x 0.04 G S.F. = 400.6 G.P.D. PART OF PHASE 3 �, �' / �/ RECEIVED / G,0 1. A ��� / Ck� / TOTAL REQ. = 414.2 G.P.D. 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. + A' . . . . . . . . .�. . . . . . . Q, . f 48.02 JAN 16 2024 SEPTIC TANK Rl�\' . . . . . . . . . . . <�- * * . . . . . . . . . . . . . . . . . +Ny, . . . . . . . . . . . . . . .z ss . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . .. / // / REQ. CAP. 414.2 G.P.D. x 2 DAY FLOW = 828.56 G.P.D. F,o e$ . . . . . .T / / SoutholdTown PROVIDE 1-8 DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. DRAINAGE CALCULATIONS doR; \�. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . :. ; . ;.: . :. ; .:. ; . ;. : . .. . �o� / /48. _ - Planning Board LEACHING POOL \ !A. Q / ,�g R DE WALL - 4 4. G.P.D. 1.5 G.P.D./S.F. - 276.2 S.F. EQ SI L 1 2 NOTES �`so. A,� �t>�- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . / c� / / EFFECTIVE DEPTH REQUIRED 276.2 S.F. - 25 S.F./V.F. = 11.05 V.F. 1. ALL DRAINS ARE CONNECTED WITH 15" CPP s t�„ ' ' ' ' ' ' ' ' ' ' ' ' • ' ' ' ' • ' • • • ' ' ' ' ' ' ' • ' • • • • • ' ' ' • ' ' ' • ' ' ' • ' ' • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • �. 1"5 / / / Q USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH 2. ALL ROOF LEADERS ARE CONNECTED WITH 6" PVC '0R a�`P `�ll�' * -- . . / � �Q t` / NOTE: SYSTEM No. 1 -moi �°° / / 1. MINIMUM 18" VERTICAL SEPARATION AT SEWER/DRAINAGE PAVT. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. , \ °; � CROSSING IS TO BE PROVIDED OR PROVIDE DUCTILE USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. Il/ - • ' ' ' ' • • ' ' ' ' ' ' ' ' ' ' ' ' ' • ' • ' • ' • • ' ' ' • • • • ' ' • ' • • • • • ' • • • / • 47.9 IRON PIPE FOR HOUSE CONNECTION. ' ' ' - '`' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • ' ' ' ' ' ' ' ' • ' . • ' ' . ' ' ' . • • • • ' • ' / - 2. ANY FURTHER DEVELOPMENT OF SITE REQUIRES HEALTH SYSTEM No. 2 - .,. , . ,. , . . . • .\. , 00 . . / / 48.17 / p°� DEPARTMENT APPROVAL PAVT. AREA - 2625 S.F. x 100% x 2/12 - 437 CU. FT. .�O /. ' / �. ti� 3. ALL BUILDINGS WITHIN 150 OF PROPOSED SANITARY USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. ` / / / G ' �� R=1" SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. FINAL SYSTEM No.'s 3 & 4 . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./ . . / / 0�' GRADE PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. -••- �� / /k 48.40 I HEREBY CERTIFY THAT THE WATER SUPPLY(S) ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. /A '59' ' ' ' ' ' ' ' • ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' • ' �F. - / / AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS TOTAL REQ. CAP. = 1202 CU. FT. � ' ' ' ' ' ' • ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ +' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '� ' ' /sS2� ✓ 0 PROJECT WERE DESIGNED BY ME OR UNDER MY USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. �, . . ! • . I . . • • . . . ' • . ' • ' ' • • ' • ' ' • ' • ' • • ' ' ' ' / ' ' �J 0• x DIRECTION. BASED UPON A CAREFUL AND �A �� • • • • • • O,�F. / G� r> ADJACENT THOROUGH STUDY OF THE SOIL, SITE AND SYSTEM No. 5 / /Q, -/� F PAVEMENT GROUNDWATER CONDIITIONS, ALL LOTS, AS PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT. � A� enba' exist' • ' • • • • • • • ' ' • • • • • • • • • • • • • • • • • • • • • • . • . . • • • • •/• • • • 00 / •/ +. WELL•O . . . FORMER.TEST.WELLS . .I . . . . . . . . . . . . . . . . . . . . . . . . . . - / PROPOSED CONFORM TO THE SUFFOLK COUNTY USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. R� `� . . . . . . HAVE• BEEN. ABANDONED . /. Q >x / DEPARTMENT OF HEALTH SERVICES CONSTRUCTION F`10 �� ++ / .. . . . . . p / / 0/1 7 STANDARDS IN EFFECT AS OF THIS DATE. SYSTEM No. 6 PAVT. AREA = 3440 S.F. x 100% x 2/12 T CA CU. FT. •'s / 48.03 / �<' CURB DETAIL J 2/3/2023 USE 1-10' DIA. 9 V.FT. = 616 CU. FT. ACT. CAP. . O . / . . . . . . . ' . / / ROLLED ASPH. SYSTEM No. 7 ESTIMATE OF QUANTITIES / // / o�� SIGNED DATE n6 • • • • • • • • • • • • • •% • • • • • . • • • 48.31 Q THOMAS J. BECKMAN P.E. PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 CU. FT. s6, 4--- - - _ '%a . . . . . . . . . , / 0/ 1-1/2" 1-1/2" ASPHALT ROOF AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. COBBLESTONE CURBING 702 L.F. •� + CONSULTING ENGINEER TOTAL REQ. CAP. = 698 CU. FT. / 1814 MIDDLE COUNTRY ROAD OF NE USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. CONCRETE CURBING NONE / / / /48.54 SUITED ��� �/ASPHALT PAVING 50,009 SQ. FT. Fo RIDGE, NY 11961 ' �N H. g X0Oj / "'' �� �1r- �C �T Tl- SYSTEM No.'s 8. 9 & 10 STONE BLEND 18,875 SQ. FT. >z 48.10 /� cli PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. WALKS 835 S.F. �� `9p ,Z��� 4 .69 � ° '° o n 4 ° OWNER: A 41 h1 1 / BINDER COURSE' v ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT. . . . . . . . . . . . . . . . . . . . . . . . . . . / s1 8'L • • n • • ,'„, z ,\ GOODFRIEND SELF STORAGE I., ,- Q TOTAL REQ. CAP. = 1048 Cu. FT. FENCING 114 LIN. FT. >,� �Q / /-',�"� �:\ � I °•n n n . °• n n ° ° _ ,,,, . �l DRYWELLS SEE DRAINAGE CALCS. . . . . . . . . . . . . . . . . . . . . . . . . �' / o n ,-.R*1USE 2-10' DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. � 50 COMMERCE DRIVE � - '- '-� i1 / �� �° It NYS DOT BASE COURSE CUTCHOGUE, NY 11935 2 SYSTEM No. 11 SITE DATA FA 0. et°� `� --74.2 o� ° / SCDHS REF ���- O �,I, PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. rr °(, -7 >� / ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. AREA OF SITE 162,852 S.F. �� O,F. >z,0 G,o 4.25' L=1 20.23, \§ / ' / TOTAL REQ. CAP. = 1460 cu. FT. FLOOR AREA OF BLDG. 26,900 S.F. ° '� '�''�''�''�''�''�''�''�''�''� PRELIMINARY SITE LAYOUT USE 2-10' DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. � 1 / x 48.42 STABTYPICAL SECTIONILIZED, COM ACTED ASPHALTPAVEMENTSYSTEM No. 12 TOTAL AREA OF BLDG. 53,800 S.F. � ❑ /�10 N / / TOTAL PERCENT OF LOT OCCUPANCY 16.5% 0 1, °c �% NORTH FORK SELF STORAGE , .3 PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 CU. FT. B� � 2 CO / \�� 48 68 NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. AREA OF LANDSCAPING 6,627 S.F. OR 4.1% � F DNC. / SITUATED AT SYSTEM No. 13 AREA OF BUFFERS 59,606 S.F. OR 36.6% ��� �� e�4� 42 / / REVISIONS: PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 CU. FT. AREA OF STONE BLEND 18,875 S.F. OR 11.6% 1zj OS CONC. CURB / F, 48.85 CUTCHOGUE ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 CU. FT. AREA OF PAVING 50,009 S.F. OR 30.7% •sem .;� r0 REV. 12/9/2019 819-19966 0-20103 TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK TOTAL REQ. CAP. = 2257 CU. FT. SCHOOL DISTRICT MATTITUCK / �``' 0* . REV. 2%18%2020 62020 20 20103 ' ' USE 3-10' DIA. 11 V.FT. = 2258 CU. FT. ACT. CAP. POSTAL DISTRICT CUTCHOGUE 48.34 / AS, �� REV. 2/28/20 B20-20127 S.C.T.M. 1000-096-01-001.3 / �G REV. 7//39//200 620-20184 SYSTEM No. 14 WATER DISTRICT S.C.W.A. / sT �� REV. 12/222f20 62o-2ossz PREPARED BY: PREPARED FOR: / O REV. 2 9/2021 621-20746 PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 Cu. FT. FIRE DISTRICT CUTCHOGUE �- 48.60 �O� Qe REV. 2/1/2022 821-21272 KENNETH H. BECKMAN L.S. GOODFRIEND SELF STORAGE ROOF AREA = 6200 S.F. x 100% x 2/12 = 1038 CU. FT. TOTAL PARKING REQUIRED 57 SPACES / �i,` ��, GJ REV. 4/5/2022 B22-21272 REV. 7/13/2022 B22-21625 50 COMMERCE DRIVE TOTAL REQ. CAP. = 1724 CU. FT. TOTAL PARKING PROVIDED 61 SPACES a *a F G. REV. 8/1 2022 SURVEYING AND LAND PLANNING USE 3-10' DIA. 9 V.FT. = 1847 CU. FT. ACT. CAP. USE PUBLIC STORAGE D� 47.54 / GOA REV. 2/3/2023 2PER SCDHS B22-21819 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, NY 11935 48.78 SYSTEM No. 15 EXISTING ZONING LI ❑ m REV. 4/17/2023 PER SCDHS SUITE D / �� REV. 5/8/2023 PER SCDHS PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 CU. FT. 11 � �; REV. 10/2/2023 PER SCDHS RIDGE, N.Y. 11961 ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. / OQ 48.91 REV. 12/6/2023 PER TOWN 623-22326 TOTAL REQ. CAP. = 931 CU. FT. PARKING REQUIREMENTS (3 � �� ��� REV. 1/5/2024 B24-22377 REVISIONS: z 01 REV. 1/15/2024 B24-22377 SCALE: 1" =20' REV. 5/30/2018 REV. 3/5/20 DRAWN BY: KAK REV. 7/25/2018 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. o � G � REV. 8/10/2018 OFFICE SPACE = 228 S.F. _ 100 = 3 SPACES &- G REV. 8/15 016 IE�4-�+-1-6 0 REV. ti 21 2018 Bib-19360 PAVT. AREA = 5515 S.F. x 100% x 2/12 = 919 CU. FT. STORAGE SPACE = 53,578 S.F. - 1000 = 54 SPACES REv. a/s/ o,s 619-19579 CHECKED BY: KHB CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 Cu. FT. TOTAL SPACES REQURED = 57 SPACES / DATE: MARCH 2018 REV. 7/R7Q19 REV. 1 3 2019 619-19968 TOTAL REQ. CAP. = 1033 CU. FT. / ` USE 2-10' DIA. 8 V.FT. = 1095 Cu. FT. ACT. CAP. TOTAL SPACES PROVIDED = 61 SPACES / / \ DRAWING: BB1-6564 SHEET: 1 OF 2 HEALTH DEPT. APPROVAL STAMP JOB No. B18-18856 Submission Without a Cover Letter Name: F) 1 l Fos 4er- Project Title: N o 4h T o r le, SOP :s 4 c "G qe 1#3 d'" SCTM#: 1000 - 96 . I `" 1 - 3 Date: I I t Q! g L, Details of Submission:. J SvbF � L ( tr19CIMC RECEIVED [JAN ° 024 Ou Planning Board EL 44.0 1 1/2" THICK OO �� F.F. EL 44.45 TRAFFIC BEARING FIN. GRADE TRAFFIC BEARING TRAFFIC BEARING SLOPE 1/2" MIN. WEARING COURSE O^ EXISTING ASPHALT 5/8" DESIRED N V. /� l /�c•I• COVER Cl COVER r . I. COVER SURFACE 3/4" MAX PER FOOT e EL 44.35 1 \ FINISHED GRADE ROADWAYS �9 _//J 2 1/2" BINDER COURSE V 1' iAIN. - 2' MAX. MIN. i 4• � . .• �' k- m �� :ep . i. MIN. EL 42.0 Z. P. • / 4 L10UID LEVEL �p " •' S� ais EI - 1 $� 1' TRAFFIC BEARING : iv SAWCUT EXISTING-- �� _ �/ V >r" Q- "" T 42.3 EI. 4" "PER FT. epi P Q <E OVE EXIS . 4 ®1/8 ' ROADEDGE AS DETERMINED O 0 'I 41.8 EL ❑ ❑ ❑ ❑ �o '/� BY HIGHWAY DEPARTMENT - - PAVED ¢� =25.00' BELGIAN BLOCK CURB 41•x5 4,INL>T P ° O 9 STABILIZED DRIVEWAY �• . & CONSTRUCT PROP. ❑ Q Q ❑ 1 SLOPE 18' J Q`O • '4v. L 21.03 5' ASPH. APRON "' ,/a' PER FT. DROP TEE I O ,� 4' N.Y.S. BASE D Q COURSE S/U�BGRADE n� C<- ' ;Q• Q EL 30.0 F,o G�F,p SECTION A-A ///���►[ • '•'.•.• i O BACKFILL WITH CLEAN SAS g GRAVEL 3' MMIMUM TO HIGHEST i4 = OJ b L% i,[ ` / 0i .' p) EXPECTED GROUNDWATER e ,[`` �T9 v 3 NEW GATE & FENCE LOCATION 8' DIA 9�F �-••• A 'STD TIE INTO EXIST. FENCE ON SEPTIC DETAIL ` </,y� BOTH SIDES. TREE CLEARING 1 . WIDTH OF PAVEMENT c� O . °°$ BUT LEAVE FRONT ROW OF SE TIC TAN K D TAI L SITE. ��.� _ tet U,r r- SMALL PINE TREES. Irk" -� 4 yy (1 200 GALLON TANK) � 3 O 'cA Df • I ,� ✓ t*1 CL - � � A�, waT£R'ygi h' � g'� TRAFFIC BEARING pQ0 TOPSOIL PROPOSED TOPSOIL >t - : � O ° PROP. �` S� P_' 't C.I. COVER ���, I & SEED ASPHALT APRON & SEED '9s KEYPAD o `h�° k' OD FINISHED GRADE oP0 FL X to SYST. No. 1 p• cj• Q o 12 TOP EL(40.3) 41, (41.45 O I{�Q C) ��j, REINFORCED PRECAST \���� a- REMOVE 2 SECTIONS 2- x �� / J RNA CHUNEY(AS REOUIRED) < pNG OF WOOD FENCE TO FNC .� 0 x + `��0$, MINIMUM SLOPE REINFORCED 9y CONNECT PROPERTIES 02$ " GQ I 1/s" PER FOOT/_ X /TRAFFIC SLAB F INSIDE GATED AREAS �A °'� PROP _- ' X '�Q� MIN. WI TH 24 ON BOTH PROPERTIES A� FNC G INLET NOTE: - O�6 w w Rl�. I O00 . X X ®L PIS TO BE MINIMUM KEY MAP MIN. WIDTH 30' x A +'-ANF N •� PROP.O 9 ®I�,2 Od CLASS PIPE 3 h � � KEYPAD A0. m N In cn t_ w N SCALE: 1" = 600' A .t. J V SYST. No. 5 °S , C4 cn ®®®E 300 SQ. FT. \ cn O•(• V T(,+ > > 3 MIN. ®®®C9L MINIMUM 0 PLAN 5-I • 3 ) TOP EL(41.0) L.F. s COLLAR ®®®C3®L o ASPHALT APRON DETAIL ,£A Az �� GRA �; zs, r c a ®®®®®�I' ; ofLd tTrn.) 8 A�R� +"�' ��� �� ®��®®®�� W RECEIVED 15 -0 {FIRE GATES) 1 a AQ- o RB J EmEmr �®� iv ---- 16'-0" (ENTRY GATES) 4 SST. No. 2�( D . N L.P. TOP EL{41.8) Is. c 42 ,� PROP. 61A " 6' MIN. PENETRATION JAN 10 2024 DOUBLE SWING GATE 1 {42'3) o C(4.2 ��s CONSTRUCTIOK �� 3' MINIMUM TO HIGHEST 8'-O- DIA' (TYP') INTO A VIRGIN STRATA 2 W o J ENTRANCE (SEE EXPECTED GROUND WATER Southold Town I OF SAND AND GRAVEL Planning Board ,-5.!;5 �35 4e, ti s Sp DETAIL SHEET 2) `\ ,y g. II T_% +k, o ACES sYS . No 1s `t I� SANITARY LEACHING POOL 4 y C(;c� �, �• STOP EL(41.8) � 43 ° \ � GQ• ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL 1 WITH A 3' MINIMUM COLLAR N PROP. H.C. ) ix ' `� A3 tiA RAt41P z MEET 2p. \ I �1y '�A = � ® / EXIST. CES te A3�•� x � � �. � p ��c. �GQQ �� s 8•n' �Oc- \4 . No. F` / L P. �2a 4 �` 2s g off( 5) �� / TOP E�.{42. �o �\ WSJ opo Q � o • �° J , ' - d . . "_�` I � ` �`t _,�-�' D.W. EL � \� Os 4�iLF �.c��'9'L�96'�O M 'd l p .'� -- L (42.5 1 dad. o. l k s s d v d o TC 43 7S c i •0 9kl�\ ,65 T \ GATE STOP RAMC J' S1` a v 16 d a .��` �sZs M \ . �y� F+/' G� 1O 1- O/ �' '. . . . 1. - a � ti 6 Ir/ � I I A3�3 a 1( '`'' ' I ''� 1 . d: Rip c� �\ •st �'G' �./a��i• d o CE COVERED �t ° d .•4 : d v .• d .v • � S-7 \ • SGS'' , If,-- "IN LINK FENCE GATE ( I ENTRY . +k� - - . . .. ' a . � o EC- Fd, IR \ -� EXISTING CIV p�= J d a - ./1-1 o .95) \ 4 UTILITY E o �C ' ` a 4 a \ t� a \PROP. �L EASEMENT -•J y6 8+ I . v. \ / +a� d d Q o, ® R 6 p �,• `EXP. .�o1111411 \� Ii OPEN GRATE O CASTIRON ~� 110, A�?$ x D.I. a / ' v \ �5'Cp 49 xg0 4" CONCRETE COVER W 0 1-j �.' � dp . d . .EL \ j • _ • 0\N FINAL GRADE WHERE APPLICABLE CO �Z D'- 5 4 a ('4'3.35)"° . �\ _ . v/ 15"CPP �• 1Q 'A .O �� ` / 3. SYST. (>60. 3 ' �� ° L.P. Cl) �i ® TOP (4 .75) a , © 4 d ° P No. \Q J J CONCRETE BRICK WITH Lv d ,o T EL�4&65 1 ¢ MORTAR & 1/2 P.C. MORTAR A, i;5�58, .. D.I. EL' 8 '- Qe�� p O STOP. o `� , #5 BARS 0 6" EACH WAY O 0 � • v15"SPP d v d. (43.35) a O� '`�\� PROP, \ / cV �. d ° d +Aze v I • 6"pV 1h' �, �tcG' L.P.�p\� L.P. • . ' ,. W S'0' a 4 . v ° ' . D.W. EL. + PROP. � \ . . . . . 6 PVC ROOF DRAIN .j • " SEE PLAN & STRUCTURE Ui rU ' d a v • . ' . 4 (43.85) \ 0P 60. . U 12 ADS SCHEDULE FOR MORE INFO. `r , ' 4� � 11 j1 .o �'% If- F_ G' as Q -k ""' d dv 4 v � 01 "PVC `''Ally 9�, �. . W v I 4 • d d � ��� PG \ F 0 0 � I v .v I ` + G� STORM • . _ v or �. . . . . f � R q� 6 . . Q aI RING I 3'-0" WIDE SAND & GRAVEL 4W.95L ,6 d 4 ° v `�D , O0 ® \O U- oI I COLLAR ALL AROUND k { � d a d , �'' ` . '. ' N�� - ``W i-.-.*..:. 4 JJ v d d d v a'. I �� D.W. L SC,o v 4 - 1f {PROP. STONE BLEND . Q `° 43.8 0 ii L.P. G" / d . • . ,5g1 „PVC ® . gg i A 5 �1 * ' \ 1 ° $ d v Q`1�'' \ kog 6 \ ®�loh� �- ® R10 °a. Q`A;1 br a d �, cc Q + '�6 ' \ 'ypd . . . . . . . . . . . . . . . . . . . . . . . . . . . GROUNDWATER S :DRAINAGE'CALCS: hyo 4 11 "Nf OC'C` ^� fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . '. .. - ) . . j . '. . . +�"`°' . °� d . v ' a v / D.W. EL -?. ` TOPYL(43. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 ,- • . � �\ NOTE ALL DRYWELLS SHOWN U � v - 4 � - . , / • (44.0) � � `�� � \ h o. . . . TO BE EQUIPPED WITH AN " 4 COVERED � O.I.aEL a o , � v f �o Q ��• . . DRYWELL OPEN GRATE SHOWN THUS • ENTRY vQ, ' � . d . 43.35) SYST. No. 1 �. . . . . . • . . . . . • 't J '6 v° . d • . ad `_ n TOP EL 43. 9 ` �'Icc`+ . . . . . . . . . . .. �•.•, .� . . , . . . . o• ' . , T$"cp T ( � SYS No. 10 �y� . . . . , . . . .... . . . . . . . . . . . . . . . . .�� . . . . . /. . . . . f. . A3g ' ° v a P `H.�►( TOP EL(43.95) QL'` F` . }S) .... / Q f v ' d d • _l ____ , . . . . .�ELEC.. . . . �. . . . . , . . . ` ) • . . . . / SYST. No 4 ° . d d v / 6. R , 0 • . . . . METER. . , . . . . C . . . . . . . . . . . . . � . . . . . /. j. TO\ 4iP EL(4 5) d ti/C . . . . /. . . . . / . / • r .. . as . ..v . +�A 1 \ - e . . . o� . . . ,.1U . . . . . . . .. / \ [V .� • p d " d . Q / �� MSST> / I '��Ge \ �P� / D.W. EL . . . , . . . / ' . / OQ s Q'p . , . °d . d �/ ® (43.95) TOEBE / • +.>>• . . . . . , . , . . . . . . . . . , . . -)' / \ {��4 ' v . REM , . . . , , . . . . . . . . . . . . . . . , . . . . . .`Z`/�. / '• v / +�� I R D.W. EL ., h$ . - a 3 0� / �G 6 c (43.75 / . . O�GI. Q �6. Z GS d _D:I.�EL. / 51 P "p� \ If �25 • ' {��.3�) � ep / ,� Q- � F� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,��. -- y 47.01 �D a /0 w EL �� N 5'�0 0 0� �p5 / \ / ! . ° / 43.95) / x "' �. P� \'� �y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / L.P.A363 D.W. EL v ( rl / O`�<O'Lc J� Q- •yam / . . . . . \ . � / 3\ \x 47.43 (43 5 a • /9 . d ' v d / • O` h O . ' / (:) 'Qj"�' - AGS'4� ,e �. / / 6 \ �' �° y �'h O OQGF' p Q- �.h /� p % I" CAS .o ��s• \ -� / 4 y. F > ,�� � P p5 G '�O c� . . . . . . . . . . . . . . . . / ° �� ^ \ L ./ �= SYST. No. 15 4'Q Q F- `° 5 �' Gy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / {'�� �s \ �s a ' \, * a ��.flTOP EL.{43.75 +'°�I '\ "Y bC'";'_ C,�� 43.0 / F .,7 . . . . . . . . • • . . . . . . �./ . /. / / 6.� A J ;ygl '�/ ® R 6"PyC t �\���0�h`05L��� /. �, / � \ 3Q 0pGE Jf \ „�� 0- SCG' . . . . . . . . . . . . . . . . . . . . . .EXIST, .'.*/.'.* . / LP. � � \� , DO h c° SePG K'90ANE. /. / e 47.13 / A3�� o rs� -q%! �. , �o. �� ; .;.:.; :. . . . . . . . . . . . .:.'. .1,� .. .'. . .'.' /.'. / . . c>' .o aJ EET �' ti YST. No. . . . . . . . . . . .'. . . . . . . . . . . . . . . . . . . / / \ . . . . � TOP EL(�3.7 . . . . • . . . . I . . . . . . . . .11 . . . . . . . . . . . . . .%. . . . . / /47.54 N � EXIST. F G,o Q . . . . . �i0` 'yy A'gz ` • :5y ,� . . . . . . . . . . . . . . . . . . 1 . . . . . • . . . . . . . . , . . . . . . / A�> �� \ v 5, + may ® Q ft`' + \ ' ,,Ge Q '`� / '� . ,/ - ' / / e Et. 43.9 . 9 .S. * ' ' I Z g,.... .�y \ �h `� ` . . . . . . . . . . . . . . . . . . . . . . . . / .+A'y^. , ./. BY McDONALD GEOSCIENCE E`o 7 . . . . . . . �. . . . . . . .�\ 39 . . . . . . . . . . . .. R E A 6"PVC •A. 9 . . . , . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . , . y. . . . . . . ./ , / 12/4/2020 �� \ a� ��o �, SYST. No. 6 yc � _, o- \NMIX •sj \. . . TOP EL(43.9) \ � D.W. EL . . . . . . . . pp�, . `'`.-'. • • ' ._. y �-.�.�. . . . . . . . , /. . , LOAM,DGRAVE o . . . . .�✓ \• . . . . .N (43.95) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./'. e�� �Q \��: / 9rO BROWN o . !rte . . . . . . . FN , . . , , . . . . . . . . . . .¢ �,. . . . . .4,. . . . . . . . . . . . . • . . . , . . . . . . . . . . . . . . . . . . . . . . ./ p,6' SILT (ML) vi . • . . . . . . . . .� \` \ LC . . . . . . . . . . . . . . . . , may. Q Gyp op� . . , . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . ./. . . 0e 47.36 / . . . . . . . . . �. .. . . . . . . . . . . . . . . . . h> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . I . . ./ . . . LEGEND '.'.'.'.••'•'•'.•••.•. . \ F/ A I ,�� ��� % `,�. . /. .. . . . . �F .p MEET /47.70 . •.•. •.•......... .... ..•..... .�. •. G►,. . d. . . . . . . . . , . . .'.'. . . . >r � �� EXIST. . . , .. . . ¢Pti SAND & ►�` PROPOSED LANDSCAPING Atrj , \. �/+�". \ /. ./ JQQO �'1 G(SP)L - c� �' o, ' 'W' PROPOSED WAL LIGHTS FA ` •�� \. i . . . �� 4,s $� D.W. EL 5\ �. ll , . .'. .'. .j / / t' / FQ �- PROPOSED SIGNS 1t> S . . /. 1 .. `� O' (43.75) GJQ`0 . . . . . . . .' \ . . . . n. .. . . . . . . . . , . . /. . • PROPOSED CONC. FILLED BOLARD '�' \.� / . . . k. / ��., , .. . . . . . . . . . . /. 1� / V-'".'-' moo. �y O EN I iA ryQ Gv (� %'. . �1 a PROP. TRANSFORMER PAD . . . . 4� o y O {TYP.) Ge .'��. . \ ' . . . . . . / . . . . ,/ 0Q EL 22.9 0, C O Q . . . 47.57 / NO WATER ENCOUNTERED \ . . . . . . . . . ) NQy� �h �-° �� . . . . . . . . . . .`� . . . . . . . . . . . . . . . . . . . . . TEST HOLE ❑D PROP. DUMPSTER . . . . . . . . . . 6 R * Q . . O k . . f / . . . . . . . . . . . • 6"PVC ��%. , \\ . .�� ..+to. ./ cd • O x 47.92 F . � X . . / SANITARY CALCULATIONS .o SYST. No. 8 P . . . . . �� NOTES. . . . . . . . J.. . . . . . . . . . . . . . . . . . . `f SYST. No. 7 Q - � . . . . . . . . . . . . . , . . . . . . . . . . � . . . . . . . . . . . . . . . . . . .�-* . TOP EL.{43.95) TOP EL{43.9 G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . �� oPOI/ DENSITY FLOW . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . f IID• �`/ R/ �rO AREA OF SITE DESIGNATION ACRES 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON • • 1 �• Q / ARTICLE 6 ZONE DESIGNATION Iv MAP OF NORTH FORK INDUSTRIAL PARK. tc. �js °o° . . ' . . . . . . . . . �o$ 'piQ?�, /OQ•. \ . v ice, ALLOWABLE FLOW PER ACRE = 600 G.P.D. 2. THERE SHALL BE NO ACCESS TO DEPOT .o . . . . . •j �' Q�. • • • • • • • • • • • • • • / h �/ pal / DENSITY = 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE LANE L yam. G�L�. h`' . . �. ��o v/ o q.. / DESIGN FLOW .� . . . . . . . O.. . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . `` . . . .. . . . O3• Q q /`I" Z� NON MEDICAL OFFICE SPACE WITH BATHROOMS = 228 S.F. 3. STORAGE BUILDINGS DO NOT CONTAIN 11 . . . . . . . . . . . . . . . ,.� . 0 �• �/ �/ WATER OR SANITARY FACILITIES. 1 .'. .'. .'. . . r���S �V. . . . . . . . . . . . . . . . . . . . . . . .'. . . , . . . . . . . . . . . 6 47.6- POTABLE \ ��� 228 S.F. x o.0s c/s.F_= 73.68 G.P.D. /50 STORAGE WAREHOUSE 10.015 S.F. 4. SOLAR PANELS TO BE INSTALLED AS •t Q. .� . . . . . . . . . . �o, 10,015 S.F. x 0.04 G/S.F. = 400.6 G.P.D. / i/ / TOTAL REQ. = 414.2 G.P.D. PART OF PHASE 3 �G A ��; �� 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. .'. .'. . . , . �' / 48.02 SEPTIC TANK S . . . . . . . . . . . :, . . . . . . . . , . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / // / REQ. CAP. = 414.2 G.P.D. x 2 DAY FLOW = 828.56 G.P.D. �. . . , . . . . .+fig . PROVIDE 1-8' DIA. 4' LIQUID DEPTH - 1200 GAL. CAP. >: ✓ /OHO /48. LEAC IN ,-POOL DRAINAGE CALCULATIONS Q .� �• _ �` / REQ. SIDE WALL = 414.2 G.P.D. - 1.5 G.P.D./S.F. = 276.2 S.F. NOTES r Cl �>> \ Ste. . . . . . . . . , . . !p , •,•.',•, . . . . . . . . . . . /. cue .N / �0 EFFECTIVE DEPTH REQUIRED 276.2 S.F. - 25 S.F./V.F. = 11.05 V.F. 1. AL DRAINS ARE CONNECTED WITH 15" CPP " `O. 3. ` ._ .. .� t�v / / � / USE 1-8 DIA. 12 V.F. EFFECTIVE DEPTH 2. ALL ROOF LEADERS ARE CONNECTED WITH 6 PVC 'oma �F? 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +. . . e NOTE: SYSTEM No. 1 -> -� . . j° . . . . . . . . . . . . . . . . . . . . .}. . . �. �` / � r.7% , , � ", 1. MINIMUM 18' VERTICAL SEPARATION AT SEWER/DRAINAGE PAVT. AREA = 1200 S.F. x 100% x 2/12 = 200 CU. FT. s \ °; / o ��l f') " 'o ,�.1 CROSSING IS TO BE PROVIDED OR PROVIDE DUCTILE I .I � $ IRON PIPE FOR HOUSE CONNECTION. USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. �/ _ . .1 • . . • 4790 / __ ''"' 2. ANY FURTHER DEVELOPMENT OF SITE REQUIRES HEALTH SYSTEM No. 2 � . . . . . .. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . , . . . . . I/ . / DEPARTMENT APPROVAL PAVT. AREA = 2625S.F. x100% x2/12 = 437 CU. FT. • . . . ' ' • ' ' � ' ' ' ' ' ' ' ' ' ' . Op ' ' ' ' ' ' ' . ' ' ' ' ' ' . . . ' ' . . ' ' . . ' ' ' ' ' ' ' . . ' ' ' ' ' ' . ' ' / / 48'17 �� �0 3. ALL BUILDINGS WITHIN 150 OF PROPOSED SANITARY USE 1-8 DIA. 17 V.FT. 465 CU. FT. ACT. CAP. �• ` '. . . . . . . . . . /. , / p ��ti R=1" SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. / FINAL SYSTEM No.'s 3 & 4 ' ' ' ' ' ' ' ' " ' ' ' .. . • .. ' '�' � ' ' ' ' ' ' ' " " " " " ' • " " • ' ' ' " " ' • " " " " ' ' /'o' // 0�' GRADE I HEREBY CERTIFY THAT THE WATER SUPPLY(S} PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT ", 9 ' / ' / 48.40 AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS ROOF AREA : 4650 S.F. x 700% x 2/i2 a 775 CU. FT. +°g', . , , , , . _ „�, 14,\�' / PROJECT WERE DESIGNED BY ME OR UNDER MY TOTAL REQ. CAP. = 1202 CU. FT. �,- ' ' ' . ' ' . ' ' . ' ' ' . . ' ' ' ' ' I - ' ' \ USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. c�. , , , , , , • , , . , , , • , . , • _ , , 4tt / -F� , off' ;.) ADJACENT DIRECTION. BASED UPON A CAREFUL AND SYSTEM Na. 5 F'O . . . . . . . . . . • . . . . . . . . . . . . . 'i � • p �Q.o / ,�G /PAVEMENT' GROUNDWATER CONDITIONS,THOROUGH STUDY OF THE SALL, SITE LOTS. ND AS O 1r> b6" elnsr. . . 6 1 PROPOSED CONFORM TO THE SUFFOLK COUNTY PAVT. AREA = 3000 S.F. x 100% x 2/12 = 500 CU. FT C . FORMER.TEST,WELLS '1 r - USE 1-8' DIA. 12 V.FT. = 503 CU. FT. ACT. CAP. Ir .`� * WELL�. HA BEEN. ABANDONED�. � . . . . . � / / DEPARTMENT OF HEALTH SERVICES CONSTRUCTION �' 0e / 7" STANDARDS IN EFFECT AS OF THIS DATE. SYSTEM No. fi .� f . . . . . . '��/', �� s . . . . 1. / ,� ROLLED ASPH. CURB DETAIL , 2/3/2023 PAVT. AREA = 3440 S.F. x 100% x 2/12 = 574 CU. FT. / /48.03 USE 1-10' DIA. 9 V.FT. = 616 CU. FT. ACT. CAP. O „ _ ExIST. . . . /. . . . . . . . . . .� SIGNED DATE SYSTEM No, 7 ESTIMATE OF QUANTITIES . • . . . . . . . . . . . . . . . • • .d6._ • • • • • • • • • • • ✓ • • • • • • • • • '/ /48.31 00p THOMAS J. BECKMAN, P.E. _ PAVT. AREA = 2990 S.F. x 100% x 2/12 = 498 CU. FT. x - _r o / / 1-1 2" 1-1 2" ASPHALT 6' i . . . • . . . . . . . . . . . . . . . . . • • . . . . . . • • . ar' . . • . . . . . . / / CONSULITNG ENGINEER ROOF AREA ® 1200 S.F. x 100% x 2/12 = 200 CU. FT. COBBLESTONE CURBING 702 L.F. -�S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+. . . . . . , . . . . / 1814 MIDDLE COUNTRY ROAD �O` I�1F( TOTAL REQ. CAP. = 698 cu. FT. CONCRETE CURBING NONE / / /48.54 SUITED q) �ti !I� i1- RIDGE, NY 11961USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. / L 0 ASPHALT PAVING 50 009 SQ. FT. F,o �• 4810 � ,`\Yi \��<'�� � SYSTEM Noss s. 9 & to STONE BLEND 18,875 SQ. FT. �s0' ,. /'�� 4 �!, ��?` .�� �, _`- -;;r, SYSTEM PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. WALKS 835 S.F. ® . . . . . . . . . . . . . . . . . . . . . . . . 3z / LN ' •4 0 .4 • 4 =`'o < '' C� 1 4 BINDER COURSE' 1 ;.:r ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT. � ° b` / �' 4, � 4•c •4 . 4 4 4 OWNER: \ .I,. , '?: '�ry,)z = FENCING 114 LIN. FT. �� e �� �� 4 4 4 4 GOODFRIEND SELF STORAGE I c�� :. � ', �; TOTAL REQ. CAP. 1048 CU. FT. / �, , �L s. . [}- USE 2-10' DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. DRYWELLS SEE DRAINAGE CALCS. . . . . . . . • • • • • • • • • • • • • • • • • �. / 0o'I` "p O' 50 COMMERCE DRIVE �, �S, �O �, 1° ,� . . . • • • . • • • • • , �o O " /� � NYS DOT BASE COURSE CUTCHOGUE, NY 11935 SCDHS REF`'> r�'= 4�, 4(� 1 SYSTEM No. 11 SITE DATA A O m0 R p / ' PAVT. -AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. OG �r�> -7 ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. AREA OF SITE 162,852 S.F. %p �lF r% C,0 ¢.25 L=1 20.23 Je `d / / �� A/�/��/�� ~��`�/ TOTAL REQ. CAP. = 1460 CU. FT. FLOOR AREA OF BLDG. 26,900 S.F. o � x 48.42 STABILIZED, COMPACTED SOIL PRELIMINARY SITE LAYOUT USE 2-10 DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. TOTAL AREA OF BLDG. 53,800 S.F. ❑ -► . "qx / . TYPICAL SECTION - ASPHALT PAVEMENT SSM No. 12 � � �G >K�1,' �`, / � PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 CU. FT. TOTAL PERCENT OF LOT OCCUPANCY 16.5% B�� !y C �/ 0v NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS NORTH FORK SELF STORAGE � USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. AREA OF LANDSCAPING 6,627 S.F. OR 4.1% �F> <6 aNC �' �� 48.68 SITUATED AT SYSTEM No. 13 AREA OF BUFFERS 59,606 S.F. OR 36.6% ��`� 4 .42 / / - REVISIONS: AREA OF STONE BLEND 18,875 S.F. OR 11.6 / / e, 4s.s5 CUTCHDGUE >: Qs CONC. CURB / TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 CU. FT > �;� REV.REVISIONS: B19-19968 ROOF AREA - 9200 S.F. x 100% x 2/12 - 1533 CU. FT. AREA OF PAVING Sfl,Ofl9 S.F. OR 30.7% s ix � .�Ci O�. '� REV. 2/111/2020 B20-20103 f l TOTAL REQ. CAP. = 2257 CU. FT. SCHOOL DISTRICT MATTITUCK / 11 °� REV. 2/18/2020 B20-20103 USE 3-10' DIA. 11 V.FT. - 2258 CU. FT. ACT. CAP. 48.34 ,Ao REV. 2/28/20 620-20127 S.C.T.M. 1000-096-01-001.3 POSTAL DISTRICT CUTCHDGUE / c, REV. 3/30/20 B20-20184 REV. 7 9 0 SYSTEM No. t4 WATER DISTRICT S.C.W.A. / d'� �� REV 1 .220 620-2D652 PREPARED BY: PREPARED FOR: REV. 2 9/ 021 B21-20746 PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 Cu. FT. FIRE DISTRICT CUTCHDGUE �- O 48.60 0� REV. 2/1/2022 821-21272 KENNETH H. BECKMAN L.S. GOODFRIEND SELF STORAGE REV. 4/5/2D22 822-21272 • ROOF AREA = 6200 S.F. x 100% x 2/12 = 1038 CU. FT. TOTAL PARKING REQUIRED 57 SPACES / �4� of REV. 7/15 2022 822-21625 50 COMMERCE DRIVE TOTAL REQ. CAP. = 1724 CU. FT. si �" REV. 8/1022 SURVEYING AND LAND PLANNING TOTAL PARKING PROVIDED 61 SPACES '� 47,54 / \�G' REV 6/15/2022 CUTCHDGUE, NY 11935 USE 3-10 DIA. 9 V.FT. = 1847 CU. FT. ACT. CAP. 48.78 GO REV. 2/3/2023 PER SCDHS B22-21519 1814 MIDDLE COUNTRY ROAD USE PUBLIC STORAGE ❑ REV. 4/17/2023 PER SCDHS SUITE D SnTEM No. 15 EXISTING ZONING LI m F, REV. 5/8/2023 PER SCDHS PAVT. AREA = 2925 S.F. x 100% x 2/12 = 487 CU. FT. 11 / �;� REV. 10/2/2023 PER SCDHS RIDGE, N.Y. i 1961 ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. e 48.91 REV. 12/6/2023 PER TOWN B23-22326 / / �p g°� REV. 1/5/2024 624-22377 „ REVISIONS' TOTAL REQ. CAP. - 931 CU. FT. PARKING REQUIREMENTS U REV. 5/30/2018 REV, 3/5/20 ' _ SCALE: 1 =20 DRAWN BY: KAK USE 2-10 DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. * z J x REV. 7/25/2018 O .`G � REV. 8/10/2018 OFFICE SPACE = 22$ S.F. -'. 100 = 3 SPACES 8- G REV. 615 ots --- REV. 4 2019 819-19578 SYSTEM No. 16 0 REV. 1 /2/2018 BIB-19360 PAVT. AREA = 5515 S.F. x t00% x 2 1z = 919 cu. FT. STORAGE SPACE = 53 578 S.F. _ 1000 = 54 SPACES J/S/y22 / DATE: MARCH 2018 REir: 1,f 20 9 Big-19966 CHECKED BY: KHB CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. Fr. TOTAL SPACES REQURED = 57 SPACES / TOTAL REQ. CAP. = 1 D33 CU. FT. / USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. TOTAL SPACES PROVIDED = 61 SPACES ._._.. `. HEALTH DEPT. APPROVAL STAMP/ DRAWING: BB1-6564 JOB No. 618-18856 SHEET. 1 OF 2 �j a ci \ci S8, PDQ "��� O 11 _�� �� PLANTING SCHEDULE � QUANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPER WOOD STAKES AS SPEC. (TYPICAL) 10' HEIGHT FOR LARGE TREES OPS 3 �� 24 NORTHERN RED OAK QUERCUS RUBRA 2 1/2"-3" CALIPER 6' HEIGHT FOR SMALL TREES O, Q j 0 146 = BLUE SPRUCE PICEA PUNGENS 3-4' HT. OQ t, AND EVERGREENS ¢ 0,`, cr? U P� � �� PLANT 15 O.C. �Q ,po�� I WIRE WITH STRAPS AS SPEC. �' ,,� QO(IL4' �o\O o ;..:.., Q0 Q =25.00 5 FLOWERING DOGWOOD CORNUS FLORIDA 2 1/2"-3" CALIPER or �O<< - 3" MULCH AS SPEC. = » N= �' L 21 O3' 3 GAL. CONTAINER o� c� 6 HIGH SAUCER o 0 G� �D Q � 0 11 LOWBUSH BLUEBERRY VACCINIUM ANGUSTIFODUM O �� � m w ; Q. PLANT 6' O.C. E,o !�F,p _ FINISHED GRADE N= C �',; 0 0,,, a C+ G' NOTES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAPING `" TOP OF BALL TO BE LEVEL •9� � 3 REMOVE EXIST. SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATED OR APPROVED EQUAL 14 - WITH SURROUNDING GRADE L.P. Q BELGIAN BLOCK CURB (SEE SLOPE PLANTING DETAIL) • S�• L_ PLANTING SOIL AS SPEC. » 10' D AEL 41 C7N'4 ��" & CONSTRUCT PROP. , 6" MIN. COMPACTED SUBGRADE 6 MIN.___�_�f-� r 12 V.FT. �V' F 5 ASPH. APRON SITE �. L6" �� O O G• MIN. 6" MIN. O� 3 V dr�"v .• �? ZY EVERGREEN TREE DECIDUOUS TREE Qv� `r p Fx�S7 4 4ti.'r� vi J�: � �R Mg71v 4, h� ¢°Po ^�q� Q`t p x 2p '�o PROP. �� stiff P\, .� O RP�� PLANTING DETAIL .~, `O O' 9s STRMT rns KEwAD ° ` °G, �4.�QoQ` �,�°P o Pio c� �� N 00 � x °i L 41.3 O ff. OP ��oO o 1 REMOVE 2 SECTIONS Q QQ. „00 FN �"'�,` 9 OF WOOD FENCE TO x 5, y , c GQ P� ly F CONNECT PROPERTIESIq � 0 ,,5 ,' �°R01F '6. `1 ��,`�\ INSIDE GATED AREAS aN k + 8 ANC.X Q 10' MIN. oN BOTH PROPERTIES G KEY MAP LATH AND x A°5° ��+ p X PROP. a ` SCALE: 1" - 600' FLAGGING . 2 3F C ►J �'� KEYP q0' 7 ON 3 SIDES ,`, .. SANDBAG D Gj• toIVI r- CFS QC. UQ � •�� L.P. �3 D L� �251 ia: BERM 2 ��, Pio ,z� c�9 \ NOTES: LATH AND ^ O ,+- Q . CtIRe �+� ss 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS tLito3b FLAGGING 0 A A Oct• :•::'. C'QNC = � PROP. L.P. k1 ¢ SANDBAG O VL @ • I_� REQUIRED IN ALL LANDSCAPING. p 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE OIn, pct Lu CONSTRUCTION, t WATER SOLUBLE NITROGEN IS NO MORE THAN 20% P G' �8' ./©�, Q •.. V ' ENTRANCE (SEE ` -� OF THE TOTAL NITROGEN IN THE MIXTURE ARE 10 MIL PLASTIC LINING Q-• O\� O tcl • . _ Q DETAIL SHEET 2) PERMITTED; I I / GQQO O 4� O &8, 0 h3 35 ' ��� +all R; � N; 3. A MAXIMUM OF 1 FEET IN ANY LB. OF NITROGEN PER IS REQUIRED. WITHAAE ,u g = = O ' ' �I' tv to > \ CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. M \ Ov �IV ),�c ►M O� ' Q � ��+A GQ• PER 1000 SQUARE FEET PER YEAR; ♦ \ \ ,.\ BERM Q1 , v '�, 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING (v ly N NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN 10 MIL PLASTIC LINING J� r CL �J��� / O �q3.2� ' +� NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; PLAN VIEW SECTION A-A > Oo 4� S • k 3 • s \ " �► \ ` 5. TFiE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER . �� �. • �• \ I + / IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR BELOW GRADE CONCRETE WASHOUT AREA Q. ,"' �� �. a -• solL TEST SHOWS THAT THE LAWN DOES NOT HAVE �3 v��: ao � � / < O F ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE _4 I 00 LP. 2.� s f O BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE w / \ / \ k,1►\ s� O PERCENTAGE OF PHOSPHORUS IN THE PRODUCT ���` • . EL 40.41�c v' °4 . . / •.� O E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE 8' DIA. Y ?' ' .� �' \ S tiC \ 04' O 2q O I ''�, ' / ," O MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH -� ' _� C .� - \ ,p 10 4', Q 96, A, NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF sv +v t� � .23, ' �_- \ \� y L .n �' �� \ ANEW LAWN IS BEING ESTABLISHED OR A SOIL TEST . -� _-- F •�'9 O 114DICATES IT IS NECESSARY. 3cMl•Fo,aroA �`I' �� O� w0 • �'a ' a. `' d d a ° a 10p O'_`�� `� \ SA " 9iS' Cn ,,.�, OZ ,\O ... �v .V OOP p�� co� to I \ v d v n d ._� ___ \ '�y�y mfr, �F C A�10��- O�Q . . , . / /t ... - . a \ LEGEND J_ .r Cq * d f .d 4' \ a d a . SA \ `% rL'A � ,o ,�� CovEREO: w ,� d _ . d• . d.v • 9�, . \ _ �9� EXISTING `tt °` � ENTRY m / 4 . +k N v s \ y EXISTING TREES ��, _ ,�, � � v ' 4, \ 20 WIDE *_ PROPOSED 3-4' BLUE SPRUCE 4WD " ' ° v - ' a\ a d d _d • v .. i -. � lk \ x o UTILITY "- .. �, >r� \ J ; v EASEMENT A`r L P ASS -. ; ' +0 d • ,6 \ rn \ 10 *_ PROPOSED 'SHADE TREES 2 1/2 3 CALIPER IV sv .V `V .V W Vi •V .r . h'" � v EL. 40.41 Ss ..•' h \ - / .• 0 q, q, W .v w N, G1 Q. y0 • �A,- �``� �^7• 8' DIA.2 VJ I. c ' nq d v \ / 1. \ `Q .V w •v. `O F'q, - O'_ v �° 3 N5 �• I . 4. • . � -,-a. a d v � \ \ ' L.P. 4L . �� � J tvv I. v d ,Q ' � \ '\ b /" W`.°y.,,• .,, .W r(V V • /- 3g1 ' b a $ I� QQ�� \ �y t --m l. sREn. 5 ,' 4 d . v 26 d ,`h FG' \ L.P. w r r w 'W �'Y Q ' 1,6 d � d v A`Y !vim ' . . . . t . .�wl .... . / / . . . .. 14 . < . . . . . , . . . . . . . I SILT FENCING AROUND STOC ILED a� o 4, d ' �. \ sa P 9 A ° 4 \ <vOt' W ' •z .. . .. C <. . • d ' \ !� \ l '�6 . . . . . . . . . . . . . . . . . O o �O • \ I v d d d d d 4 . I . t I:0 \ •O" \ ` . . . . . . . . . . . . . , . . . �<vI L.P. _ \ 4 . . . a a a v ' �' ` \ \�GQ d d' . p EL 40.41 `\ ,( ° \ + O \� 2 !� _ O �, 12 V.FT. . . _(PROP. STONE BLEND)J° - d \ /. . . . . . . . . . . . . . . . . . . . . . . . . Q oss< 92 5 ,` �. $ d v °5 \ \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1` t ®� +/ .�� 8 : •° • d ° xk \'��� � .'.'.'.'.'. . .'.'.'.'.'. . .'. .'.'.'. .'I .'.'. .'.'.'.'. .'. '.'.' ,' . . . . Q' tp* ��90 ij ' � _ d . . v "�� \ N °$ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v �\P4 J d d + \ + I �� � `,t / pa's\ a < / !?� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � \ d . \ of v, / 2 0 �J �E�r QZ p L COVERED Q: ' . � d O0, r . . . �) 0 4 � O �O' ` ENTRY Q I a � � ° \ \ � . . . . �- , . . . , , • . . . . . a a 4I* . . . , , /• l . . v ,, ' ° ° 4 � rn . . . . -- \\ , . . . . , . . / Cf. �T 43.93 ' v / '- ` <V. . . ./ . . . . . /. +�o. o 0 3 8' / d d ° x ' ' ' 'ML1rC.' ' C,, ,.\ . . . . . . . . . . . . . . .It.. . .. . . . -/.-.-.-.-.-./- . / �p �= p�`• a d v a , MEfiI=R t` ,ICY %. r / . '��. o�`'P- 23 o���% " 4i Q4 . v l , . . , , , , • . , • . �.o�. '.'.'.'.. .. . . N� . . .'. . ./.'.:,.��:j. % / • - �` a, 4 • (5 0 ' .'`. . .a . . vd d / / + ,+, . . . _ . / \ G�C.O Q� Q� `� �� O ( I' ° / Q0 *. . y / ,I:b f . . . . . . . .'I . . . \ �'. ..�G J' o�Oh l`O Q *Q- ;,:\. � 26 Z ° QG , ��\� C.!�\G . . f,. . . . . b��. , G �1 47.01 �b� �J 8' L.P. �. / ° b / g / X �C\G PQ��5 �p /< �,. / \ \� �'Q EL. 40.41 63 d elle OOG \) PQ' . . / / / j x \ \x 47.43 QO GF 8 DIA. a ' v a v d / O� ���� \0 G�' O \ \ Q�Q . . . . . . . 1. RS 15.8 V.FT: O Q t�, i �Q`�Q' \,O . . . . . . . . . . /. / C'p \ ( � ¢ - . . . . . . . . . . . Q. �'s9 . . _ d \°' Q° QG GO O 5� >xh ' - . . . . . . . . . . . / �'0 q�. . . . . . ���'. v 5 >/ Q Q' C\O G- Gj p�' , . . . / 7� . . .'. .' . . . . . . . . OCA'i ' S2 RED CEDARS ' `'' pd ./ ( �` •. . . '. . '.' . . . . . . . . / 1 t� `':' +, " * t ppryi ���� rj��C'�9' x 43.0 , �. �./ /. . `� . . . . . . . . . . . . syn' .: L.P. 48 HT. 015 ' ��. / \�\�00 & lb �-Q�C. , •. . .'.'. . .' . . . . . .'. . . . . . . . . ./ , . , .,/ 0• EL 40.41 `Q�/ ' r, .�0• 4J �'.�• � . . . . /. / O fi ::':: 8' DIA. �' O �' / 1 ''.0: 15.3 V.FT. . . . . . Lbs' No. •L• ? Q I \ " l °�� � : . . . . . . EXisr.;�o' .•. j,', / Q °� / AQP �. F, 47,166 'S.F.. . . . `.il,", 3 Q / y o . . . . . . . . . . . . . i 1N .. . . j. / / 47.13 :.. , A'�'� cs LOT N o. 3 °' / �� . . / . . {I.083 ' 'ACRES) . . 'O z 1 4--....... ' 162,852 S.F. OR 3.738 ACRES .*.. . . . . . ..'.'.'...'.'.'.' , , .. . ... ! . . . . . . . . . ` / / /47.54 f,:., N . . . . . / / F %lp�. . . . . . . . ,:.%,%-.%%%'-',-.-., 50 RED CEDARS . . . +A, � I . . . . .'. . . . . . . . . . ,o `''' 12"-24" H T. Q / / j Q .�� . . . . . . . :.,:.:,: �yC . . . , . . . D . .1-1. .. . , . . I 11 . . . . . . ... . . . . . . . . . . I . . . . , y , , .pz., . ••j . . i .,..".. - �7 . . . . . . / . .'. . . . .'.'���� . . .'. F �'1. .� . . by �'` �`, .'.'.'. .'. . '.'. . '. .'.'. .'.'. . '.'. .'. ' '�. / a`�'� \ . . . . . IVC h * . , . , , . \ . . . . . . . . . . . . I . . . . . . / F4 47.36 / . . . . . \. . . . , . . . . _ . . . . . # . . I . . . . . . ��, \ . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . F/ � . . . . . \ . . /47.70 6. � . . .I N< r� .. . . . 11 , \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. . . . / JQ� � �^ �s . . . . .' . .'.'.'. , . . . . . . . . . A,p� oo, ¢� . . . �{( I/ , . / ,oma �, S . . . . . . . . . . . . . / . .! '1',- .-. .' 4 GJ . . . . •''? . . . . . . . . . . (�� , .-.-,z-.- ._._,, / o -� p Q . CONSTRUCTION NOTES FOR FABRICATED SILT FENCE y • �. ./'.'.'.' / 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO ��1 �� py 4. O (Q' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FENCE POSTS WITH WIRE TIES OR STAPLES. rp'1 t . . . . . . . . . . . . . . . . . . . . , . + . . . . . . . . . . , . . . . , . . . . . . , , . . . . . . , . . . . . . . 47.57 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN S r e / / " • • . 0.3�/ WIRE FENCE WITH TIES SPACED EVERY 24 AT TOP ��11 . . , . . 1 �� . . . . . . . . . . . . . . . . , + / cd \ .\ . .�� �/ r x 47.92 MID SECTION. • • • • • • 'y' �jl 1117 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN Fa 'L . ��. „ . . .,. \. ./�� .�pJ O�O� ro EACH OTHER THEY SHALL BE OVERLAPPED BY as . . . • . . . . . . . , . . .� . . . . . . . . . .% . . . . . . . . . . . . . . . . . . . . . , . . . • . . . . , . • • • () SIX INCHES AND FOLDED. �, , ,, , . . . . . . . . . . . . . . . . . . . . . . l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1�• �/ t / 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED �>z� �Q QQ �QO• \ AND MATERIAL REMOVED WHEN BULGES DEVELOP F - , ��' G . . . . Q. 'JO� �, . • . . . • . . ./ . . �fe A '. �i . . . . . . r . h �l / IN THE SILT FENCE. �j . . . . . . . ... . . . . . . . . . . . . . . .yam # '. �. (r� p'1� V/ 0 O / 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, A • • O� . _ . . • . • , . . . . . . . . . . . . . . . . . . . ._ , /. �O�- �Q r Q OR APPROVED EQUAL . .#. . . . . . �. --�� CO \O�tap WHERE FENCING IS USED AROUND STQCKPiLFD FILL: ' * .l. . * ��• • • - - . . . . . • . . . . . . . . . . . . . • • • . . . • . . . . . . . . / •j • . , . . * . . . . . . . . . . . . . .. 4�'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , 47.fi /e 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED G- • • . • . . _ ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE • • '�' Q' ��o. / 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OR IT IS TO BE COVERED WITH A TARP. �� ,. .. • . . . . , . . . . . . . . . . . . . . . . ..�I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48.02 / POSTS: STEEL EITHER "T" OR "U" f, I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / TYPE OR 2" HARDWOOD T. .+°� . . . * . . . . . / F� RF: g , a v c . . . . . . . . . . . . . . . . . . . . . . . . . . . FENCE: WOVEN WIRE. 14 1/2 GA. ^ 1� 5: . . . . . . . . . . .T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p1O 6 MAX MESH OPENING / // /4 8' y 5 FILTER CLOTH: FILTER X. MIRAFI 10OX. O;O \mss, . . . . . . , .t . X. Q STABIUNKA T140N OR APPROVED EQUAL -I& Aj \ `. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / / PREFABRICATED UNIT: GEOFAB. ENVIROFENCE 0►R O+ • • . • . • ' ' • . . . • , ' . . . . . . . . . . ' ' . . . . ' . ' ' ' ' APPROVED EQUAL. �•°� �F`� < e - ` +,!9 ./. / �Q , MAX. ME FENCE IMIN 14 1/2 GAUGE, . . . . 1 OO . . . . . . . . . . . / / 1 V MAX. 6" MESH SPACING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . MAX C. TO >:s 1,e \ . . . . . . , . . . . . . . . . . . . . . .*. . . . . . . . . . . . . . . . .. . . /. 4'0 l 1. J/36" MIN. FENCE POSTS. DRIVEN MIN, -. . . . . . . . . . . . / . ,s" INTO cRouNo -.�- ' - - " . • . _ • • • • ' • • ' • ' ' • . . . . . . . . . . . . . . . . . ,y 48.17 �°' CLEARING CALCULATIONS. (AS PRIOPOSED ON SITE PLAN) . . . . . .�0 . , � . . , . . J / >x �. LOT NUMBER LOT 2 LOT 3R /' '�r' �, AREA OF BUFFERS 8,324 OR 17.6% 59,606 S.F. 0 36.6% . . . . . . . . . . . . .. . . _ / . /,;�g, 48.40 0 AREA OF LANDSCAPING 'j .� I/ / / 3.827 S.F. OR 8.p90 6,627 S.F. OR 4.1� I# . A \ . k59 . . . . . . . " ,\,! % / TOTAL OF LANDSCAPING 25.690 4D.790 ' �� . . . . l * / / / off' CURRENT CONDITIONS OF EXISTING VEGETATION 1F, / NOTE: . F`V.VI ,a . . . . . . . . . ' . . . ' . . . . . . . . . . ., -. o Ael / •��' ARE BEING CHECKED AND ARE NOT CURRENTLY REFLECTED O frj k • . Das . . . . , • , . , . . 1 16 -- -----� / ON THIS PLAN +•p6• . �0 FORMER.TES1r.WELLS / p, 7. �� . . . . . . . . HAVE. BEEN. ABANDONED�. . . . . . . . . . . . . . . . . . . . . . . . . . ./. . . . . . . �Q // ,�,/ ,/ ``l/• F,Q >r9 . ,. .. ,.I.I... ...I ........ ... I. .. . ]. . . . . . . . . . . . . .•.' . . . . . . . . �. . . . . . / / / \\, PERSPECTIVE VIEW s % . . . . . . . . • / /48.03 / .0 36" MIN. FENCE POST S � . . . . . . . . . " / / WOVEN WIRE FENCE (14 i/2 GA. MIN., MAX . . . .'• . . . . . . . . .Q EXIST. . . • , j �. . . , . . . . . �� 6- MESH SPACING) WITH FILTER CLOTH OVER X11 . . p64. . . . . . . . . . . . . .... . . . . . . . . , . / // /48.31 0R.°`� Z9.-.-. - , .-.�e5� . . , . . . . . . / G����OFFING, 7. ,�` ! / /48.54 I a -- ;^tt .1,1 y �G Q DISTURBED GROUND >t FA / \�� I_. ;�i+i);. Z FLOW N . . . . . . . . . . . . . . . . . . . . . . . . Ix 48.10 /� , ..� i r. ice s O` 6,o R1 / /`� / 4& t oTH _ �, OWNER: 1 ". *f. �xr O EMBED FILTER CL . . . . . . . ' Q �• GOODFRIEND SELF STORAGE � ." MIN. 6" INTO GROUND / / N '� ti, .�, :i„41 /�� _T �' / o� / .G u 50 COMMERCE DRIVE '�.�' ' � ifl A. 0 / e gG CUTCHOGUE, NY 11935 SCDHS��/Rrt�' '� -20--0011 / SECTION VIEW Z �q�s o°GO OOir. GA R-74•25' L= 20.23' J4 `�cd / SILT FENCE DETAIL 'd> �,� r'O 1 / / x�2 EROSIOI�� CONTROL AND PLANTING PLAN 50 ��o ❑ Qy°` / / CONSTRUCTION SPECIFICATIONS EXISTING 0 J 4 �G tK ��� AIMED OR RECYCLED CONCRETE AVEMENT 3; ,S,) o eiy, CONI // Qtr �.�F, 48.68 NORTH FORK SELF STORAGE 2 06t #3 STONE SIZE USE 2 STONE, dR RECLAIMED / ytA / EQUIVALENT. •=K,,, ���� t SITUATED AT LENGTH - NOT LESS THAN 50-FEET (EXCEPT ON A SINGLE RESIDENCE LOT "�"• •n\�, �,\ \ ', O� 8C 4;a CONC. CURB / F. 48.85 CU TCH OGU E WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. MOUNTAINTIONAL) TER CLOTH '•sem / ��� q, 0 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK THICKNESS - NOT LESS THAN SIX (6) INCHES. / WIDTH - 24 FEET Z PROFILE EXISTING / 48.34 / \ AG�`� S.C.T.M. 1000-096-01-001.2 & 001.3 FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING � GROUND / s� �� PREPARED BY: PREPARED FOR: OF STONE. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- r- / 00 48.60 �p� �� KENNETH H. BECKMAN, L.S. GOODFRIEND SELF STORAGE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING O / v, LF?' G`� IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. '- ••.:. � • 0;l 47.54 / �G' SURVEYING AND LAND PLANNING 50 COMMERCE DRIVE MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION EXISTING �2�• MIN. . : 48.78 G� 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, NY 11935 WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC XISTIN T tet' :: ❑ m SUITE D AVERIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED N •::;; ,� m / X01 RIDGE, N.Y. 11961 ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. �� �� 4. . . / OQ 48.91 WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED g REVISIONS: WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING •. PLAN VIEW * z 7 ��'' SCALE: 1" =20' REV 7/29/2D2O DRAWN BY: KAK REV. 12/22/2020 820-20652 DEVICE. 8- BGG REV. 1/5/2024 824-22377 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. / DATE: MARCH 020 CHECKED BY: KHB STABILIZED CONSTRUCTION ENTRANCE DETAILS / DRAWING: 861-6564 JOB No. B20-20184 SHEET: 2 OF 2 Southold Town Plannin Board Wc # Session _Janua 8 2024-.. Pa e 2 Pro J ect Name: North Cliff Vineyard Agricultural SCTM#: 1000-107.-5-6.3 & &5_ .._ � Storage g Location 7305 Avenue, Mattituck Description: This agricultural site Ian is __.... .......hosed �.............. Wickham p � plan for the proposed construction of a one-story 3,374 sq. ft. agricultural storage building on ±20 acres of farmland with Development Rights held I Southold Town in the ACZo . Status �. ? Lov d.. - ...._ __ . _..... w.� .Ac I Atta.n: _ ..Review for CO . .. _._. chments Staff Re ...ort _..........ww... _.._.�....... _.. _� ..._..... . _ ..... __..m._....�.. .M... ...._ Staff �. c�_..... _...... . .. .. ... Pro ect Name: North Fork Self Stor ►g IIIwSCTM#W1000 96 l-1.3 Location 165 Comme rce ce.Drive�.. iv ,._Cuter e.. ...._ _....... w_.. _..n...... ._.. . _ . ....._. . This site plan is for the proposed construction of two (2) 2-story self- Description: I storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District turgyo _w Stas: A _ _..... .. _... � cti .._ ISI? �...Review for Extension Attachments:. Staff Re ort .....� .. _. E ... .w..m ..._. . _ ...__... . .. w_ ......� ...w... _ _..._...... ... �..._aa__........ ._w Pro ect N Tower Road o on Marine CTM# 100 56 3 15 . _ 0 . _�1 Name: T161405 ell ...w p � ro osed wirelesutholdl is p p faci y plan is for aDescr��tion. "lit site +150' above grade level.g.l.) concealment pole, including antennas„ cables, and related equipment for two wireless carriers (Verizon and DISH) and Southold Fire District's emergency communications, along with a ±2,450 sq. ft. equipment compound on a ±0.95-acre parcel with a ±10,800 sq. ft. existing boat storage warehouse, in the Marine It Zoning District. ......�.._..�... ......__w _.. .....,_.. Sta........�.�__:�..� ..._...�... Pend......__... Status: in _....... _ _.. .......�_ .. _ .... .... ._..._ ......w. ......, . v..... Review for Determination .._.. ..�.. ...-. ... Actions Attachments Staff Repcart J ...... .. .......wwww _ ,. _ NYS Route 25, Southold1000 63 3 15 Enclaves Hotel SCTM# i __. � Pro ectm Name� The E � � . Location 56655 . Description: This proposed site plan is for the conversion of an existing 3,026 sq. ft. residence with a 584 sq, ft, addition into a 74-seat restaurant and the construction of a hotel with 44 units, and an outdoor pool on 6.75 acres in the Hamlet Business B _..._ .. Zoning District. _. _� ......_..W. ..__.. �. .... Status: _ Pending _ _ ..... on, _ Review for Determination . .__.. w ..... �.. .w ..w......�' _.._ A. ttachments_ w _ Staff Re rt_ e, Discussion: ❖ Planning Board December Monthly Report Southold Planning Department Staff Report Site Plan Application Work Session — Request for Extension Date January 8, 2024 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date Approved: January 11, 2021 Tax Map Number:. 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.7 acres Building size Building A— 37,750 sq. ft, Building B —53,800 sq. ft. 91,550 sq. ft. total This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. III: Analysis A. Approved Site Plan (January 11, 2021): a. Two (2) 2 - Story storage buildings: Buildinq A— 37,750 sq. ft. 2 story (32'6" at peak) storage building with a 300 sq. ft. office (with bathroom) and forty-two (42) overhead bay doors; • 18,875 sq. ft. 1St floor (including 300 sq. ft. office) 18,875 sq. ft. 2nd floor + Building— (53,800 sq. ft.) 2 story (35' at peak) storage building with fifty-five (55) overhead doors; • 26,900 sq. ft. 1St floor; 26,900 sq. ft. 2nd floor 1 B. aril 5, 2022: the Planning Board granted an approval extension to January 11, 2024.This was a pre-emptive request for site plan approval in order to secure the investment of the site plan and was due to the public health crisis, shortage of building supplies and labor. The approved project was not anticipated to be completed within the eighteen-month site plan approval. C. December 6, 2023: Marc Slayton, owner of Good Friends Storage, submitted a request for approval extension of 36 months 13 years to complete Phase III of the site plan. Due to Covid, the recession and delays opening Phase II, we are respectfully requesting an extension of the approval for Phase III. Staff: the Site Plan remains in compliance with current rules and regulations. The applicant/owner is seeking to complete construction of Building B, and its supporting infrastructure, in the effort to open. Building A and supporting infrastructure (aka Phase III) has not commenced. V: Planning Board item to consider: Based on the analysis above, consider granting an extension of site plan approval for three years from January 8, 2024 to January 8, 2027. A resolution is prepared for tonight's public meeting. 2 Submission Without a Cover Letter Name: SIMI P�;fe/A I 1 V �7 t:!J j / � J't(�/ �w PIOJeCt Title: �l J V SCTM#: 1000 - 9 - 1 Date: 42 N Details of Submission; REC-E-w-EP OEC 19 2023 Planning Board FIN SLOPE 1/2" MIN.-,�, 1/2" ?HICK Q^ ' GRADE� -O TRAFFIC BEARING WEARING COURSE F.F. EL 44.45 TRAFFIC COVER TRAFFIC BEARING C.I. COVER � EXISTING ASPHALT 5/8" DESIRED C.I, DOVER C.I. COVER 3/4" MAX PER FOOT t 11 ROADWAY SURFACE ce J EL. 44.35 FINISHED GRADE -D r_� 2 1/2- BINDER COURSE 00 m �' x o (D = 1' MIN. - 2 MAX - (U C7 - � (p MIN. i 4. 1• It • • -' a. 3 !0 _u O (D (Q M CO 4• o AON EL 42 0 `• •' • "` s? N :3 0 -- 42 6 LL -Y-81/1. TRAFFIC BEARING s N SAWCUT EXISTING V U �y�, Q` � p n 42 3 EL 4" fD � 4"9011/8"PER FT. Q°¢ �G ROADEDGE AS DETERMINED . Q m �0.V (D m �� 41.8 E ❑ = 0 ❑ __ ji BY HIGHWAY DEPARTMENT PAVED Q-as �, =25.00 O OD 41.65 m 4"INET ,a4 90 �,.� DRIVEWAY •r• ' n ❑ C] 0 ❑ ' SLOPE 113' q`O » STABILIZED �Q Q <v -O L Z1J.()3 / OD 1/4• PER Fr. I 4 N.Y.S. BASE 0 , n P-;,/O/ O DROP TEE -SUBGRADE :::•:.Q- Ci 'N '�'i y ��•-•••• EL Sao 8- - --J f t" 0 COURSE .* `Z A F SECTION A-A RY 0 O BACKFILL MATH CLEAN SAND do GRAVEL 3' MINIMUM TO HIGHEST OJ, `�'�C►� / C � EXPECTED GROUNDWATER '9 V1( 4 A � ST �t � REMOVE EAST. , yF a BELGIAN BLOCK CURB -i SEPTIC DETAIL 8• DIA WIDTH P N o . °� Fk� s CONSTRUCTAPONROP. � SE TIC TANK D TAIL �� Co- 'G� -/ ,-"� 1 (1200 GALLON TANK) W •v o� 4% i. CL 1p w 4j'` TRAFFIC BEARING It TOPSOIL PROPOSED TOPSOIL • 1Tp \/ �� </ P�, , c,l. COVER �° & SEED ASPHALT APRON & SEED SYST. No. 1 Q• 9�' �5) �G G It¢Q N FINISHED GRADE ��IV SFA No RP 0- 3 TOP EL(40.3) +�-1 1 41.3 �. i. �,� o F�''• G ip REINFORCED PRECAST o3 ��oo p� °�°\SQA OFN L� 05. s O MINIMUM SLOPE D REINFORCED �Ay � GQ p. 1/8 PER FOOT x TRAFFIC SLAB F '2S �5 � � - ®� Q\ INLET NOTE: _ q1<. c�} G MIN. WI TH 24 '► m r PIP T I-BE MINIMUM KEY MAP x �t 2400 CLASS PIPE MIN. WIDTH 30 x Aad L,yyF cV .� < o ®G Ca a � � SCAM: 1" = fi00' a o -- m 3FNc Il w �p ;r, `� ®®d. in A 0 -• O 3 C4 1n In®®I* 300 SOIN. . FT. v1 PLAN 3� o ��--�j'.� 1 erg • 4 TOPTEL(41 0) L P 5 roti ®r"Rrn- MINIMUM F s ASPHALT APRON DETAIL 0 l ®®®®®® CD o � o (�•) Q .z \ w CL © PRgp ->s \ rn®®®®r"®� w 15'-O" (FIRE GATES) °' m m - 1 Q o s ®®®tom®®�® N 16'-0" (ENTRY GATES) CD o SYST. No. 2 fi{ D ry L.P. ®®�®®® I� �, ch a T EL(41.8) l5" s °t DOUBLE SWING GATE O (42.3) o C 1 ® 8'-0" DIA. (TYP.) 6' MIN. PENETRATION 0 ' {� \ 3 MINIMUM TO HIGHEST INTO A VIRGIN STRATA _#T`" w EXPECTED GROUND WATER OF SAND AND GRAVEL K 8 1 � ro E�(4'e) \ SANITARY LEACHING POOL : i ''" nv ver lj' y �,Q- ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL i ) ' WITH A 3' MINIMUM COLLAR x ' N PROP. H.G. Ag.2°, RAMP z MEET ID RAI • 2 ' �` � i►D +A,z 9~Aoc EXIST. A/p s .- >0c I __ 'k-5.10 . Ar - C^4 I", - b .0. i.. r j - / f L.P. .`L� l . �. ` a, g� 4. X31 s�ti o0 \ 0 x_x_A -- ------------- --i _:��� / / . . ' �� x" ,x �1,, 0\ l \ (F-n. � U g- � a a O 0� x '3�8 ,., s� -. 4 m m = a . 9� f O \40 O GATE STOP ° .o �` 4 16 t�N � �`�� 'per p/ J �.5-t3 ,x+ --. . � � 5- M -c3 Ri �\ 'L cl • � ,--* a o Z ma Ill< ly (D d v n �-�- COVERED N\ 0 � O . .a CHAIN LINK FENCE=AIC I I ENTRY I 16 -M o Q d d ° a ��y EXISTING -0 / k . � . 4 3 _;:� I . :...... -----.-- 20 WIDE © 6 �� � \\ 4 . a a � �/'��d. 4 a �. / � EASEMENT OPEN GCASTIRR TE p �� t,3�a 415 X / / . . . . \ .- a / ,.c "C g0 4 CONCRETE COVER C7 I`�j ea d 1 , \ / 1 FINAL GRADE WH ERA APPLICABLE Z Z v 4 n l ..a< , a\ . .� 15"CPP \ _/ tis SYST. do. 3 o> >. O - � a L.P. CONCRETE BRICK WITH CD � J ® TOP (401.75) c 4 �- MORTAR & 1/2 P.G. MORTAR Q I-- co �q�g� a D.I. El- .8 ,� 1 _ ( • 5 4 J o i 5 BARS lig 6" EACH WAY �p fn tt l . T 1 (V �. • ° m �-«a it, � mo . ! '1`° e �cr L.P. , . 4 n (n -0 e- x. d °i \ �' \ 6" PVC ROOF DRAW w U 5 CD . (D = h + SEE PLAN & STRUCTURE @ r CL ' '� A� 12" ADS V) v (D � (D IZ(Q �'' 0. N-12 SCHEDULE FOR MORE INFO. IT •(0 (D .� X (D (n (Q ` ,� OU �, 0!� / I . ..R,��. �\ F © � q am O ° �� �,. Q -h o Q V z I �DRA N ( 3'-0" WIDE SAND & GRAVEL D.W EL. �-t u \ l - a I of;?-_RING I COLLAR ALL AROUND k \ �4 95 ° v �a N w �� \ O' \ ` 1 .- ld 4 a1" 4 \ 4). '" (PROP. STONE BLEND L.P. ..,I/' / 1 e io . • . \ /••. .-. '. '..... .. ...... .. .. 1< .10 a \ . . . . . . . . . . . . . .. . . . I . . . . I . . . . . I . . GROUNDWATER N S :DF#�4W'AGE`CRLCS: .. t O 4 _(yy��.� � .~` � ti• ... • . .. a d . . _: `r '6 . . . . . I - - . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . \ \ . 4 d� . . . . . . . , . . . . , . NOTE ALL DRYWELLS SHOWN Z / a \ . • . . • . • . • . , . . . . , • . . . , . . . . . . • . . . . . . . . 4�. DRYWALL TO BE EQUIPPED WITH AN < COVERED / ' - d �, \ . . • . . . . . . . , . . • . . . . ' . • . . . . . . . . . . . . . . . . . OPEN GRATE SHOWN THUS "•" ENTRY `r � ' e � . k' .<, aQ e \ . . . . . . . . . . I . . . . . . I . . . . . /. . , , . 1. . a l 4 . . . . . . . . x `. . . 0.g3 SYST. Nq! v e �117 r \ ELEC.. 0l. . . . . . . . . . .. . . . . .�3. ./ . . /. / / \ 4� TOP 943,75) F_ :. \ . . . .METER . . . rry . . . . . . . . . . . . . . . . . /. . . ./. / • r 4v a; ` . . . . . . . . . . . . . . . . . . . 4�'6 . , . . . . , . . ,(�Q). . r . . . . .o: . . . . . . . . . . . , . . . . EXIST \ � ,.. �. P��/ / / / \\ a ~e LIGHT �. ��� (0 V 1.5 d POLE + ��. o� .o to raE / j 4/ ... . . . ._. . . . . . . . / . . �-- / C9 (D / 4 aka x 11. / ', ` �� q I%. �P s / z� �,� / . ��%'S Zr = Q. 1J y" #zq9 xua 2 Via. .,,,s { Gj V . . . :; . . . ('' \ ,Z . {�� J� '�k' ...- 4v4,'sP- � ..`�' `�r.a „- t=" ^� �G :�'�a"t ,.� ;n e .•'��x �a. _ G�� 4 7.01`` '.r . . . NA n Ln r f lk Y N �/ 1. 1 Q) Iq �� / - O.W. EL .IV x 0, .�' P� P�� ��. / \ \ / ' L P.k3- {43,95 a e �,FO ��,�� Q-�J�P .'. . .. . �.. . . i / 6 '`X 47.43 v d / J� O 00 / 1 \ O / QoF.O��,� NG�oo / / /�'\ \ �'o \, O o G o Q F CA 1 ��, \` Q *'a Q o� �y�p -1 5 oO tix . . 91 t717S -.4 / `` +AA 1 S��F 5'�F G¢ x 43.0 . . . '. . , . . . . . . . . . . . . . . . . . . . . / ./ . / / \ X3.16 ` ��� o~� 4' /. -� ,., ' •� ' * ,1' ,Q, g� `- ,�F . . . . . . . . . . . . . . . . . . . . . . . . �. . . •. - / / \ -4 Vkr K _0 . . . . . . . . . . . . . . . . . . . . . . . . . . / / Rte' "� � f� \ ,5� . . . . . . . . . . 11 . . . . . . . . . . . . . . . . .EklST ry, ^ . . . / - / -6. y Nt�. �. 47.13 L.P. \ / 'I ® �./ \ !'r£ '6" ,� iGE�� O �`' '1ST I}' .'�t}G 9 'i•* . i , . . . �• \ %. 4 ' �. :"% � �,. . . . . . . . . . . . . . . . . . . . :� � MEET r 9 �� - . . . . . . . . . . . . , /- . , - - , . / . - / /47.54 \ . . . . . . . .\ EXIST. J \ <;� , . . . . . . . . . . . . . . , . . . . . . . . . . / . \ r, . . . . . . . . . . . . . . . . . . . . I . . . . . , . . . . . . . . . .I % G,o . . . . . . . . . q* . . . . . . . f' a,h. \ . . . . . . . . . . . . . . . . . , . . . . . . . . . . �. �. . j. / ,� I. ti . ,i. ,�. z, �� R,a �, .,. '. I r '� \ .. . / . . . . ./ . . . Q EL. 43.9 /. BY McDONALD GEOSCIENCE �-� � .� , � � , � x ����, \ �, \ a, �. �.�.•.I.�?�• 12/4/2020 �.k / .I' •yk b4))�7xp3' •/ MIXED SAND a► ", W `" ��•�i1 I �' �I�, ��� I k s1, \ . . . . . . . . . . S, * . . . . . . . . . . • . . . . . . . . + w . . . . . . . -. O. �� � \ ,. . -. s . .'. •/' � 6 LOAM, GRAVE !� \ \ . , . . . , / 9 / BROWN 'O !� • • • FIyC . . . . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . p�' SILT (ML) ri . . ' , ` L °. a { /. . e 47.36 / I LEGEND . . . . . . `. . . . . .. . .. /,. p: . .:. ..- 1 . . [ . [ . . . [ . [ . . . .�" /47.70 . .:......... ...... . ... . . ..�. . �q" ,o. . ..... .. .... .. . . .... ... .... . .. . . .... .... .... .... . ... ... . - . . '. . . ¢P�� SAND & \ . . . . . .� 4 / . GRAVEL o c:1 iV PROPOSED LANDSCAPING p� 17 \. . . . , . . . . . . . . . . . . . . . . . . . . . . . . ... ./ GJP� I)c (SP) Ni * PROPOSED WALL LIGHTS 1t� 115, � 1 . 1. . . - 8� / . \ . I / / / 1 t<,o �s / . '0' �(�. . . . . . . . . . . . . . . . . . . /. , . . -u-o- PROPOSED SIGNS >Tj . . . . • PROPOSED CONC. FILLED BOLLARD � . . . . . 4 . . . . . . . N`°° x. , R r ' \. . . . . . . . . . . .� �Q / EL. 22.9 T PROP. TRANSFORMER PAD , . . , . . . . e . . . . . . . . . . . . . . . . / . . . ❑ \. . . , . . . . . . . . . . . . . , , 9 Kz /. . . . . . . . . . . ,\ . . . .#\, , /. . . . 47.57 NO WATER ENCOUNTERED D PROP. DUMPSTER r. ' . ' , . . . .� ". . , 11 . . . . . / / TEST HOLE . . ti / Q + & / cd © 47.92 u ,. . . . . . . \ 0. . . . . . . . . . . . . . . . . . . . . �.. . , ., , ( SANITARY CALCULATIONS NOTES 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON �{ a . . . . . . . °. .�.. .,. p• (� OA/ ro DENSITY FLow - � � `(�� �/ � AREA OF SITE 3.7386 ACRES �� , , . . . , �Pp. . , . . �` I . , . . . . . . . . . . . . . . . . . . . . . \ . ./. /�� / / ARTICLE 6 ZONE DESIGNATION - IV MAP OF NORTH FORK INDUSTRIAL PARK, Fq •s� °�� . . . . . ./ . . . . . v �',1 Q ALLOWABLE FLOW PERS ACRE = 600 G.P.D. T HA NO ACCESS 70 DEPOT �" ti f.. • • . . . . • • • • • • • • • ' • • . . • • • • • . . • . - h DENSITY = 3J386 ACS x 600 G.P.D. = 2243 G.P.D. TOTAL ALLOWABLE 2 HARES LL BE >r . . . . - .© . . . . . . . . . . . . . • . . . F, . . . . . . . . . . . - . /� . . . . . . . . . . . . . . . . . . . . . . . . - . - � t�D rK. * � / LANE . . . . . . . . . Q,, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 DESIGN Flow 3. STORAGE BUILDINGS DO NOT CONTAIN . . . . . .1. �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. -I . . . 0 - _ `�'/ ' �Q `1�' NON MEDICAL OFFICE SPACE WITH BATHROOMS 228 S.F. POTABLE WATER OR SANITARY FACILITIES. . . . . . . . . . . . . . . . . . . . . . . . . . /. . . . 0... �o� / . ... . . . . . . . . , . . . . . . . . . . . . . . . . . IOC. .-O 6-Z 0). . . . . . . . . . . . . . . . . . . . . . . . . 47.6 ` 5r �o STORAGE WAREHOUSE F= 10.0 58 S.F. 4. SOLAR PANELS TO BE INSTALLED AS .J. . . . .Q. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w . . m - - ,r;, 4p. o•� OD• 10,015 S.F. x 0,04 G/S.F. - 400.6 G.P.D. PART OF PHASE 3 �G . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . •. . . . . . .,\; . . . . . . .-a 0.(0' (D. . . . . . . . . . . . . . . . . . , . . . , �' ` ��/ / TOTAL REQ. = 414.2 G.P.D. .p f - . . . . , . . . . . ��. fD =r.Z) . / Dc �,j`. . . .� �.O 2. . . . . . . . . . . . . . . . . . . . 48.02 SEPTIC TANK 5. THERE iS NO GAS SERVICE PROPOSED FOR THIS SITE. �G� n /' / REQ. CAP. = 414.2 C.P.O. x 2 DAY FLOW - 828.56 G.P.D. ,� - .. .. ... . ... ,g / . . . . . . . . . . . . . . . . . . . 0.�' ' / PROVIDE 1-B' DIA. 4' LIQUID DEPTH - 1200 GAL, CAP. m. ('� © ('� FqF, �� 5: .i<1 X.�«.. • " O� LEACHING POOL DRAINAGE CALCULATIONS (,�� \mss . . . . . . . . . . . . . . . . . . . . . . . . . . . , . X. / /48. REQ. SIDE WALL - 414.2 G.P.D. - 1.5 G.P.D./S.F. = 276.2 S.F. NOTES ��r ,r �� _t = o. . . . . . . . . . / ��' EFFECTIVE DEPTH REQUIRED 276.2 S.F, - 25 S.F./V.F. = 11.05 V.F. 1. All DRAINS ARE CONNECTED WITH 15" CPP " �A o. 41 �- t�► ;• - - 3 j �1- / � / R CONNECTED WITH fi PVC � �Q ;, . ' (D• h. .A�,e . � � USE 1-8' DIA. 12� V.F. EFFECTIVE DEPTH 2: ALL ROOF LEADERS ARE CON x . . + - / , Q / / NOTE: SYSTEM N(1. 1 '� -^r,7 . . . . . . . . . . . . . app . . . • . . - . . . • . . . . . . /� 1. MINIMUM 18" VERTICAL SEPARATION AT SEWER/DRAINAGE PAVT. AREA = 1200 S.F. x 140% x 2/12 = 201D CU. FT. >?s ,is- p: r / CROSSING IS TO BE PROVIDED OR PROVIDE DUCTILE 47.9 _ / IRON PIPE FOR HOUSE CONNECTION. • ' ' ' ' ' ' ' ' ' ' ' ' I . ' • ' , ___ / 2. ANY FURTHER DEVELOPMENT OF SITE REQUIRES HEALTH USE 1-8' DIA. 5 V.FT. - 211 GU. FT. ACT. CAP'. '- -".--. . . - '. . � ff DEPARTMENT APPROV �5YS wM, No. 2 ' '/ ' �, PAVT. AREA = 2625 S.F. x 100% x 2/12 - 43'7 CU. FT .'`' ` ` `.' 0�4' '/ • • / / 48.17 11. ro 3. ALL BUILDINGS WITHIN OF PROPOSED SANITARY USE 1-8 DIA. 11 V.FT: = 465 CU. FT. ACT. CAP, � ,�,! - / / / / O� D�. =1" SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. SYSTEM I�o.'s 3 & 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . PAVT AREA = 2565 S.F. x 1009: x 2/12 = 42'7 CU. FT. . . . . . . . . . . • . . . . • • . . . . . . '� FINAL -.. a. / ���' // 48.40 0G GRADE I HEREBY CERTIFY THAT THE WATER SUPPLY(S) ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT, y� 'g' � // / AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS TOTAL REQ. CAP. - 1202 CU. FT. + / /\ if DIRECTION BASED PON AY CAREFUL AND MY �. . PROJECT ME OR UNDER USE 2-10' DIA. 9 V.FT. = 1232 CU. FT ACT. CAP. F,o �. } °�F� / Go`b ;� ADJACENT THOROUGH STUDY OF THE SOIL, SITE AND SYSTEM No. 5 k / /� /f ,< r PAVEMENTr 11b°` exfsT ' . • . . . . '. . . . . . . . . . . . . . . . ./. 6 ,Ci GROUNDWATER C(dN[I"110NS. ALL LOTS. AS PAVT. AREA - 3000 S.F. x 100% x 2/12 - 500 CU. FT. C -/.� +. . . , . . . .yam.Q . . . FORMER.TEST.WELLS . .1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . / , . . . y'1• -- / PROPOSED CONFORM TO THE SUFFOLK COUNTY USE i-8 DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. - HAVE. BEEN ABANDONED • - ./. . . . . . . 4e - / 7» DEPARTMENT OF ,HEALTH SERVICES CONSTRUCTION F,o �,� i / . . , . . . ,f o/ STANDARDS 1N EFFECT AS OF THIS DATE. SYSTEM dQ 6 A, f. . .'. /. . . . . . . . . ` PAVT. AREA = 3440 S.F. x 100% x 2/12 = 574 CU. FT. •mss . . . . . . . . . . . . . . . . . . ", _/, .03 / ��`' ROLLED ASPH. CURB DETAIL ) :., 2/3/2023 USE 1-10' DIA. 9 V.FT. - 616 CU. FT. ACT. CAP. _ _ . ,�! ., , / / /� Exist . f. �`'� / THOMAS J. BECKMAN, P.E. A AREA ESTI M ATE OF QUANTITIES . . . . . . . . . . . .a.` ._.`. .. o . . . . . . . . . . // 48 31 IF SIGMAS DATE 2990 S.F. x 104% x 2/12 = 498 CU. FT. �, , • , . . . , , . . . . . . . . . . . . . 1Io . . . . . . . . . / 1-1/2" 1-1/2" ASPHALT ROOF AREA 1200 S.F. x 140% x 2/12 - 200 CU. FT. COBBLESTONE CURBING 702 L.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .+. . . . . CONSULTING ENGINEER TOTAL REQ. CAP. = 698 CU, FT. CONCRETE CURBING NONE s . . . . • ' . . . . . . . . . . . . . . ' . . . ' . . ' . . . ' . . . . . . . ' . . . // / 1814SUITMUDDLE COUNTRY Rb ,��OF NE�� USE 1-10' DIA. 1i V.FT. = 752 CU. FT. ACT. CAP. ASPHALT PAVING 50,009 5Q. FT. F&4 F,o . ' ' ' • ' . ' ' . ' ' ' ' . . . ' • ' . . � • . / /48,54 RIDGE, NY 11961 rte'- ��H H 6F O SYSTEM! No.'s 8, 9 & 10 STONE BLEND 18,875 SQ. FT. ; To . . . . . . . . . .. ....... . . ... . . . . . . . . ... . . ..... . .'. . .1tk /,,- / 48.10 /�e\,\O, / c4 • n BINDER COURSE`S .c' n * r � cry�_ PAVT. AREA = 2417 S.F. x 1009: x 2/12 = 403 CU. FT. WALKS 835 S.F. �'� 'I'D o'1' L\ g � ° •n 4 � ROOF AREA = 3867 S.F. x 100% x 2/12 = 645 CU. FT Q / i . c o " o a OWNER: FENCING 114 LIN. FT. �. 1k . o 0 TOTAL REQ. CAP. = 1048 CU. FT. DRYWELLS SEE DRAINAGE CALCS. •`s . . . . . . . . . . . . . . . . • . . . • • • �' / % r,-bop* ` ''' 4 ' GOODFRIEND SELF STORAGE n 1,�i ,� Of USE 2-10' DIA. 8 V.FT. - 1094 CU. FT. ACT. CAP. ' / 4 ° 50 COMMERCE DRIVE � �- ._._ oR_ 0 / / lQj, e d NYS DOT BASE COURSE CUTCHOGUE, NY 11935 2�� # C-2(�-0011 SYSTEM No. 11 SITE DATA % a 1001`' _ 1\1, 3160 S.F. x 100% x 2/12 527 CU. FT- Ir. G >: 7 Q ` / / PAVT. AREA = � B� ? G,o 4.25� 23. J � ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. AREA OF SITE 162,852 S.F. 'wra �' 2�' TOTAL REQ. CAP. - 1460 CU. FT. FLOOR AREA OF BLDG. 26,900 S.F. c'l p x 48.42 STABILIZED. COMPACTED SOIL PRELIMINARY SITE YOUT USE 2-10 DIA. 12 V.FT. = 1642 CU. FT. ACT. CAP. TOTAL AREA OF BLDG. 53,800 S.F. <<O ❑ 'O � '/ -- SYSTEM / TYPICAL SECTION ASPHALT PAVEMENT PAVT. AREA = 5258 S.F. x 100% x 2/12 = 8716 CU. FT. TOTAL PERCENT OF LOT OCCUPANCY 16.5% BSO G // �` NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. AREA OF LANDSCAPING 6,627 S.F. OR 4.1% 0 v CONC �S✓ ��`�� 48.68 NORTH FORK SELF STORAGE SITUATED AT SYSTEM No 13 AREA OF BUFFERS 59,606 S.F. OR 36.6% ' 4�. - / / REVISIONS: CUTCHOGUE PAVT. AREA = 4344 S.F_ x 100% x 2/12 = 724 CU. FT. AREA STONE BLEND 18,875 S.F. OR 11.6% r. QS CONC. CURB � \�� 48,85 ROGUE � REV. 12/9/2019 619-19968 ROOF AREA = 9200 S.F. x 100% x 2/12 = 15313 CU. FT. AREA OF PAVING 50,009 S.F. OR 30.7% %p / � ��. REV. 2/11/2020620-20103 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOTAL REQ. CAP. = 2257 CU. FT. SCHOOL DISTRICT MATTITUCK REV. 2/18/2020 820-20103 USE 3-10' DIA. 11 V.FT. - 2258 CU. FT- ACT CAP. POSTAL DISTRICT CUTCHOGUE / 48'� ,� �° REV. 2/28/20 820-20122 S.C.T.M. 1000-096-01-001.3 REV. 3/30/20 820-20184 IgM No, 14 WATER DISTRICT S.C.W.A. / s� �;� �, �-�, -,��., r--T - REv. 1T�i�/�z0 820-24552 PREPARED BY: PREPARED FOR: / O,0 ! I r * REV. 2]9/2021 021-20746 PAVT. AREA = 4115 S.F. x 100% x 2/12 = 686 CU. FT. FIRE DISTRICT CUTCHOGUE 48.60 ° e � , �U v; E REV. 2/1 2022 Bz1-21272 KENNETH H BECKMAN L.S. GOODFRIEND SELF STORAGE REv. 4/�2oz2 Bz2-21272 ROOF AREA = s2oo S.F. x 100% x 2/12 - 1038 CU. FT. TOTAL PARKING REQUIRED 57 SPACES / y ,�, _ ' REV. 7/13 2022 022-21625 50 COMMERCE DRIVE TOTAL REQ. CAP. = 1724 CU. FT. .�1� '� k D), REV. 0/1Y2022 SURVEYING AND LAND PLANNING USE 3-10' DIA. 9 V.FT. = 1847 CU. FT. ACT. CAP. TOTAL PARKING PROVIDED 61 SPACES D 47.54 / °�°' REV. 8/15/2022 CUTCHOGUE, NY 11935 USE PUBLIC STORAGE D 48.18 ° DEC 1 1 ?023 REV- 2/3/2023 PER SCDHS 922-21819 1814 MIDDLE COUNTRY ROAD ❑ REV. 4/17/2023 PER SCDHS SUITE D SYSTEM No, 15 EXISTING ZONING L► a �. REV. 5/8/2023 PER SCDHS PAVT. AREA - 2925 S.F. x 1009 x 2/12 = 487 CU. FT. `7 O / ti�� REV. 10/2/2023 PER SCDHS RIDGE, N.Y. 11961 it ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT / °Q 48.91,q RUIT EITN ,1TFF T'. TOTAL REQ. CAP. - 931 CU. FT. PARKING U 5� 9. 'I'C`1,'N .1 ..0€7 �1''�' REV. 5/49/2018 11SREV. 3/5/20 RAY. 7/25/2018 USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. REQUIREMENTS * z _ - SCALE: ," =20' DRAWN BY: KAK �' IRP .R 8/;g/20;8 SYSTEM No. 1s OFFICE SPACE = 228 S.F. .- 100 = 3 SPACES 0 PAVT. AREA = 5515 S.F. x 100% x 2/12 = 919 CU. FT. STORAGE SPACE = 53,578 S.F. _ 1000 =., 4 SPAC ` 1� RAY. 14 2 018 618-tg360 4 19 619-19578 CHECKED BY: KHB CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. TOTAL SPACES REQURED = 57 SPACES / DATE: MARCH 2018 REV i�3 i9 619-19966 TOTAL REO. CAP. = 1033 CU. FT. / USE 2-10' DIA. 8 V.FT. - 1095 CU. FT. ACT. CAP. � / DRAWING: BB1-6564 SHEET: 1 OF 2 TOTAL SPACES PROVIDED = 61 SPACES - ,.� HEALTH DEPT. APPROVAL STAMP JOB No. 618-18856 1 i j2" THICK o o FIN' GRNDE EL 44'0 TRAFFIC BEARING SLOPE 1/2" MIN. WEARING COURSE /""1 F.F. EL aa.4s TRAFFIC BEARING TRAFFIC BEARING C_I. COVER_\ 5/8" DESIRED [ C.1. COVER C.I. COVER EXISTING ASPHALT 3/4" MAX PER FOOT0N� ROADWAY SURFACE � t� � EL. 44.35 FINISHED GRADE 2 1/2" BINDER COURSE ()'� > v < N 1' MIN. - 2' MAX y - �, n . � (t] MIN. I a- I. e • .,F.,• - •, 1?� / 3 co __ '" (D co . � 4-CD , EL 42,0 •"; 4 - , J . J ash (D n a. � != 423 a- a t Auk• TRAFFIC BEARING LIQUID LEVEL �p i! SAWCUT EXISTING U rr/�, PDQ � o cQ n _ 423 EL 4• 4"11/8"PER FT, Q ROADEDGE AS DETERMINED O 4a <v�G� . �� 41.8 ❑ O ❑ BY HIGHWAY DEPARTMENT PAVED �j 4�y, --25.00 o p a1.s5 'P� /! 0 g'°om 4'INLETSTABILIZED DRIVEWAY �� 21.03' n ❑ ❑ t%Qa`P PER FT. 18" I o �'4" N.Y.S. BASE SUBGRADE oel �� � n / n (D DROP TEE 0, /I COURSE /� �/ . :mac Q- 4 � EL 30.0 +c" SECTION A--A / C �''. 4 BACKFILL MATH CLEAN SAND do GRAVEL 3' MINIMUM TO HIGHEST Oj. ! O EXPECTED GROUNDMIATER F O v 3 �9y A Q9 , STo ��$ REMOVE EXIST. ' SEPTIC DETAIL DIA F f/�F s CONSTRUCT PROPBELGIAN BLOCK S WIDTH F P Q °� F 5' ASPH. APRON SE TIC TANK D TAIL s�,rE G. v 2 i- '�Sr (1200 GALLON TANK) ____1� c � / o- �,?•CL �0 J MSH w - o TOPSOIL PROPOSED TOPSOIL • rcIo IN ,�P�� C.I. COVER o ¢���,� TRAFFIC BEARING pP� & SEED ASPHALT APRON & SEED SYST. No. 1 O• 0`� G G- ,�14'QO FINISHED GRADE o o� s , TOP EL 40.3 145) P N o A a 3 { 01 41.3 �� OP G yril (AsaPRE�il ED) G FN * t�.�45. • MINIMUM SLOPE y rREINFORCED 0 2S- C,q P� 1/8- PER FOOT x i TRAFFIC SLAB F 84 ,5 �G 41 N INLET NOTE: � PIKE TO B�MINIMU1M KEY MAP MIN. WI 4 � - x X56 m pwi� � o a J ��2400 CLASS PIPE 1� -i SCALE: 1" = 600' MIN. WIDTH 30' cv opo ° m 3FNC � t N ®©m. o u A � Q � * 3 0, SYST. No. 5 `. N � 3' MIN. ri�®� 300 SQ, FT. ut PLAN ' CD o 5.i. I U T TOP EL-(41.0) L.P. 5 COLLAR ®®�®� MINIMUM F ? ASPHALT ALT APRON DETAIL h Q CD 42• OPEN GRA 4 s W ®I"En®®I� U Ir Q o � o (�-)--- o PR .,,:, c'p \ , In®®®®®fn.. W m 15'-0" (FIRE GATES) v c CD m 1 T ®®®r"qr r R ` r ., @ - m _* S T. No. 2 a L.P. i - ®®rnln®®®®c� 16'-O" (ENTRY GATES) W m 5, OP { Q D4A (/1 (n T EL•(41.8) �Aw / r DOUBLE SWING GATE 0 V ,�T 6 MIN. PENETRATION {42.3) o 8'-O" DIA. {TYP.} 2 � _/ 3 MINIMUM TO HIGHEST INTO A VIRGIN STRATA o EXPECTED GROUND WATER 4t' w � OF SAND AND GRAVEL 35 % , je 9 43' � �\ I. o spacfs SYS - No 8 SANITARY LEACHING POOL �( � ,STOP EL.(41-$) � r \ I GQ ENTIRE POOL TO BE IN CLEAN SAND AND GRAVEL �,, H.G ) �, WITH A 3' MINIMUM COLLAR 0. 4 x ,� NOP. RAMP z MEET 2 A Ap +A,ti - ac EXIST. fs 3 pD At Q4 o 4 x L P. ' 8 O + 3\ /�� 000 / �,r �� tic .. : : / / I . I - 11�_ "��x �1, 0 0 o (D M x / / GATE STOP �� x f � a" v ..o�cn (o ,. ° s� \ 5rl 0, �- 17 � ( N., 4 tE v i (n 6 N-.-O., O• .4 - . ` a s,„ s , by '37 �U I T I L :i '�"* ° (D • 1=\ d< 0_ (D d ° .L1 ' ° .P f"` "'' y,'. d at m:§ A "'' ;I �, �� 1,,� COVERED -�, O Q . ° ., AIN LINK F A I I ENTRY I 4 • "z CD U CL d � �, I - CH L N FENCE G TE / / � } � � � � y EXISTING � '� "�' (' 3 a '° � ° 20' WIDE � c. :_•', d• ° r }:' �ysa �4� �;' z4� t U�� °°y 2�• ° \ Rr S d , C A k a s .. J a � w 7 4 � 3 kms, - - 0 . . ` / �ti1� 4 ° \ . s �' �� � 3 � �a t : EASEMENT1.:0 ;� u' CAST IRON / q 458 x b / / . I \10 ° c °+ Q 1 f '� s �' 4� ", �' �- gyp -1 --a OPEN GRATE-\ 0 h.• 114, �4�;t / . _� - k E � w x 1 --- !i 4 CONCRETE COVER I l da Q,. .a.�.'°' .dQ �' ^� ���' 1 � '{ t0� �O ``_ FINAL GRADE WHERE APPLICABLE 1 O. 3 � I_71. Q CP ��7 �� `„ .'� = r t`+ -� ( Q 5 SYST. 4 11 II - --�' 13 P �. § L.P. CONCRETE BRICK WITH /U (:) j 41 �, TO►P' E�.. .75 4 © ��� ��� ��`'� ��' � MORTAR & 1'2 P.G. MORTAR 0 D.l. EL 8 • - O #5 BARS 0 6" EACH WAY © 0 �� 0 . g1A5 4 �\ a � ./ r_-. 1 k. l I 0 4A: . �''c� ITL 1h \, G L.P. . . .. °li • i�.,..,�; � it y^d,��'4,til � fi'i K, "� - a 6" PVC ROOF DRAIN 4► r4 � C 3 (D ' (D h \ 4� + ,, � SEE PLAN & STRUCTURE @ u� I - - Q) a ..(D K (U CD a(o � ` �P ., 12 ADS SCHEDULE FOR MORE INFO, Q (0 XCD tQ . N-12 \ PVT 0. 3 = r-6- P-CZ' �.. r w(�y �" �+ 34th► (D \ ��h 0 G� a , a . . . . . . . . . . . . . . . . - STORMI - , . : ' N ¢0 � CL � x , I=z `:.. I DRAIN I O.W EL-. r, r+ �co , O O . . . . . . . . . . . . . . . . v 3`-a" WIDE SAND & GRAVEL . . . . . . . . . . . . . . . . . . . . • . It I RING I COLLAR ALL AROUND \ {42.95 a ° N r+ (D `SO:3 vD, \ ©� � ./ lJ hohp�_ \ . I Ir " Q \ <7, a . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) . I. 4 L.P. �1 6 .. (PROP. STONE BLEND 40 /. . . . . . . . . . . . .'. . , . , . . . �, sl > T7\• r i� I - 1 Q Q \ 6�g a GROUNDWATER + :. S :DFt�tIN'AGE`CALCS:I 0 ® ~�� + 3 . . + . . . . . .. . . . . . . . . + . . . . . . . . . . . , . . . . . . , . . /,."..��r ;y A F ��1. J \ O Sty �i 90 o �jh" \ • 11, 1" �j/ . . , + . . . + . . e . . . . . . . . . . . . . . . . . • .. • ..... r -. l•' v d Q - + \ .Y� ��:J b'4. .` •,.• . . . .- - + '' y. F v1` d NOTE ALL ORYWELLS SHOWN 4 I ° j \ " +�� DRYWELL TO BE EQUIPPED WITH AN COVERED I q . �. . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . OPEN GRATE SHOWN THUS "*" ENTRY Q �1 -, O� :; ;�, . / d 4 - Q• ` O � ' ° �. . . . . . . . . . . l . a Ix 4393 . , ` Y �. ./ . . /. / SYST- Nqr ° a Y { SG�� k ELEc.. . . 0l . . . . / TOP EL 4315) \ \ r a . . . . . . . . . . . . . .� . . . . . . / I .METER ' /. /. • R 4° ) 1 rr . . . . . . . . . . . . . . OfO. . . . . . . . . - . . . . , /. - L . ,/ / o / �. / ;; EXIST �� 1 C3 w q d 1,5-c d LIGHT / / I . . . . . . . . . . . \ / � / p POLE t \ •0 pp TO BE / .... ,... -:' . • .A',• .'. '.' .-.. ,' ' , , . , ... . . . .. ... ... . . . /. . . �. / a A I ° J�0 ,,1? 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,G.. I g * . . . . . . . . . . . . . . . . ,/'-� 2 Q d DJ. , / �yP� , . . . . , . . . . . . . . . . . . . .. O'� \ 'L (41- �G . . . , - . . , . . . . . . . . . . . kNY. . . G 7 47.01 / t �,�o . . . . . . ' •: y ni .. \ ° .IV art, / x "I., �� P� P��� ��, �,'' 4� ' / / \ .�x�43 L.P.q36 {43�95L d / c. J�� - � , P . , f '` , , . , + . . +`.. . . . �. i / 36', \ Q 11 11 o 5 kt F O� / O G p A 6� \ „� I 4 5 , / 4% / QQL Q, p G�� ���Ix . . . . . . . , . . . . . . . . . . . . . . . . . - . C �-, n \� °c.q * .5 / p�!- F.!- 4D N . . . . . . . . . . . . . . ./. / / / `Rr •�� 1 FO V' / _\ . 4 *Aa / \+Gj,�.0 h� . G 0 x 43.0 .•. . .. .. ... .... r. . •.. . •. ., . . . . . . . . . . . . . . . , . Z. . . Q + V ' 4'� / Il ." �[ �����Oo htp��F (�. . . . . . .. . . .. . , . / . / / L.P.> \ I "DIM �_ \ . . . . . . . . . . . . . . . . . . . . . . . I . . . I . . . . . ", . r W, I � 1 V •� ` % �-� ` O •. - , - �Nf � r, / 47.13 4- �� Q . . fir � I ` ��. . . . . . . . , . . . . , . . . . . . . . . . . . . . . . . . + + , . 1 . .. / / /47.54 v � MEET , `� °, �. . . . , . EXIST. k . . . . . - . . . . . . . , . I . . . . . . . . , . . . . . . . . . . . % (b . . . Q . . . . . . �,' 1.5f, \ . , . . , , , , , , /. , I. / � '1r V . ,%. I/. .o I. - . . . , . . . . ,or . . . . . . . . . . . . , . _1- O� 5 19 . . + . , . . . • . . .b� . r .. ./ . .,. ./ . / EL, 43.9 >rj •�'� qg, X47 Y z,'M1�}t '�-.`, *°� ./. BY cDONALD GEOSCIENCE s1111 em '. •' '+ 39 5p jY k y �, . / 12/4/2020 j .Y Id�I I r x .- , . . • . . . , . . . . , . �. /. MIXED SAND o �/ . . . . . : . . . . . . � w \ I . I , . . . , , . . . . I .I . . ._. y, _.._ , . . . . . . . . . . �! LOAM GRAVE + .tia,. / / 9�O / BROWN b pA' SILT ML M . . . . f IrKkl ./ Q ( } • • • • • • •...• • •n \ . . . . . FN(,` . . • . . • • • • • • • • • • • � . . . . . . . . . . . . . . . . . . . . . /, , + 47.36 . . . . . . . . . P' '�. . . . . . . . C. . . I I / . . . . . . . . . . . . . \. , , . . �. . . . . . + . . . . . . . . F . . . . , . . . . . . . , . . . � I /. /47.70 LEGEND � . . . / , :p. . I . . . . , . . . . , , . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ./. . . .�, q).�. . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . I . - - . . . . . . . . . , . . . . . . • r� SAND & F,o . . . . . . . . �, ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /. - , O¢ �N GRAVEL o iW PROPOSED LANDSCAPING 11j \ � . �a � r� � Y�. � �. ... .•.•.....• .• ...' .. .' . ., •.• . •.. .•.. .. .• .♦...• .. ... . . ... .• .•.•.-. . X_ GQQ� / J �1_ (SP} �? O� ./ Q w` PROPOSED WALL . . . . I . . . . . . . � . / LIGHTS tri / .`. �D / - , \ - - /. / s � . . . . . . . . 4�'. . . . . . . . . . . . . . -'U-V- PROPOSED SIGNS �� / t /r . . . . . . . . . . . . . . . . . . . . . /_ _ �*. . + . . . . . . . . , . . . , . . . . . - . . . I . . . . . . . 0 . , - , . . . . I . . . . . . . . , . . . . . . . / + PROPOSED CONC. FILLED BOLLARD �� . . . . . . . . . . . . . . � . . . ,l- -. . - - /. . . , . . . , . . . - , , , . � . /. . '� , , , . - /. - s ("� - ,,� FQ / EL. 22.9 FT] PROP. TRANSFORMER PAD /. . . . . , . . . ` . . . . . . . �V . . . . . . . . . . . . . . . . . . . . .y NO WATER ENCOUNTERED 47.57 \ . , . . . . . . , .j. . . . . . . . . . . . . . • . . . . . . . . .�. . . . . . . . . . . . . . . . . . . . .../.. .•/ TEST HOLE �D PROP. DUMPSTER ! .. .' . . . . . - . . . . . . /. . . . . . . . . , . . . . . , . Q . . . . . . . . . . . . . . . . . . +t,5> . . . ./,X . �d . . . . . . . . . . .� Q. - - , , . , . . / . )x 47.92 �+ /' SANITARY CALCULATIONS NOTES: ��°� t . . . . . . . . . . . . . . . . ��%� /. . . . . . . . . ; . ' „ - . :.:.:. .:.:.: , . . :. - ��f 1°' )V�� QP�/ 6DENSITY FLOW � 4'� . . . . . . . . . , . � 1©- / Ei/ ��b AREA F SITE = 3.7386 ACRES . / EA a 1. THIS PROPERTY ALSO KNOWN AS LOT 3 ON • ' • • • ' ' ' . ' ' `L' �y' ARTICLE 6 ZONE DESIGNATION - IV ' / /Q ALLOWABLE FLOW PER ACRE = 600 G.P.D. MAP OF NORTH FORK INDUSTRIAL PARK. E,o �� / . ..+ .. • . A00<1 / / . . . . . • \ . . ./ . . . . . �� DENSITY = 3.7386 AC'S x 600 G.P.D. = 2243 G.P.D. TOTAL �' h V / ALLOWABLE 2. THERE SHALL BE NO ACCESS TO DEPOT ,�� o �/ )' t, , 1 . . . . . . . . . . . . . . . . . . tin, . . . . . . . . . . . . • , f. . . . . • . . \ . . . . . /. . . . . , p1' Cj DESIGN FLOW LANE CONTAIN �� . . - . . . . 'O. . . . . . . . . . . . . . . . . . . . . . . . . . . . // . . . . . . . . . . . . . . . • . . -,.� / Fp - �Q z �1�' NON MEDICAL OFFICE SPACE WITH BATHROOMS = 228 S.F. 3. STORAGE BUILDINGS DO N07 C0 • • • • • I. .N, ` /� / 228 S.F. x 0.06 G/ .F. = 13.68 G.P.D. POTABLE WATER OR SANITARY FACILITIES. �2,. " " " " /" " " " " ' 47.6 1� J / _ 4. SOLAR PANELS TO BE INSTALLED AS ,.•. .I,,.• . .,.... ., R . . , Q =3 (Do, ' '�k.t\ yo 10.015STORAGE WAREHOUSE - 1a=015 S.F. ©. �O� o. Z }f` ` 10 015 S.F. x 0.04 G S.F. 400.6 G.P.D. .0 0•(a' � . . . . . . . . . . . . • . . . . . . . . . / i / TOTAL REQ. = 414.2 G.P.D. PART OF PHASE 3 �& + . . .� . . . . . . . I . . (D. zy.3 . . . . . . . . . . . . . . . . . . . . / �� �. � < ; 0 C' �j�4$.02 S E5 PILETANK Rip �Cii - - `. ^' 7'1� . . . . . . . . / REQ. CAP. - 414.2 G.P.D. x 2 DAY FLOW - 828.56 G.P.D. 5. THERE IS NO GAS SERVICE PROPOSED FOR THIS SITE. . . . . . • . . . . . . . . . . . . . . . . . . + . . . . . . . . . . ag . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . Q 5•� . . . . . . . . . . . . . . , , / / / PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. .T. r+ CD F . . . . . . . . . . . . . . . . . . . , , . . . . . . . . • , + . + . , . , . . . , . . . . . . , . . . . . . . . . n . . . . . . . . . . . . . . . �/''''''',o ��* ti$ N.M ,/ O° LEACHING POOL DRAINAGE CALCULATIONS R ��• ,,•. *,. , <I ..•. . . . .O U.Q X. / / /411. 1y REQ. SIDE WALL = 414.2 G.P.D. ••- 1.5 G.P.D./S.F. = 276.2 S.F. r- ,/�� sem. . . . . . . . - . . . .� o. . . . . . . . . . _ 1 . �g. EFFECTIVE DEPTH REQUIRED 276.2 S.F. 25 S.F./V.F. = 11,05 V.F. 'S / USE t-8'' DIA. 12 V.F. EFFECTIVE DEPTH N1. ALL OM DRAINS ARE CONNECTED WITH 15" CPP " �q sp >rs� 4. - . . . . . . . . . . . . . . . . . . cD.(0 ?. a"�.. . . .'./. , Q 1K / NOTE. 2: ALL ROOF LEADERS ARE CONNECTED WITH 6 PVC D . . . . . . . . . . . . . . . . . . . . . . . . . • • • • * / F. O . . . . . . . . . . . . . . . . . . . . . . . . . 1K, , , / / / 1. MINIMUM 18" VERTICAL SEPARATION AT SEWER/DRAINAGE / CROSSING IS TO BE PROVIDED OR PROVIDE DUCTILE o f SYSTEM No. i �jS � � � . � . . . . 01. /47.90- IRON PIPE FOR HOUSE CONNECTION. PAVT. AREA = 1200 S.F. x 10091; x 2/12 = 200 CU. FT. /J_ . . . _ . ' ' / - 2. ANY FURTHER DEVELOPMENT OF SITE REQUIRES HEALTH USE 1-8' DIA_ 5 V.FT. 211 CU. FT. ACT. CAP. �/� . • ' . . . . . . , . . • I . . . . . . , . . . . • • • _ . . . • . . . . . . . '/ . / / DEPARTMENT APPROVAL .--.r-, SYSTE PAVT ARS EA = 2625 S.F. x 100% x 2/12 = 437 CU. FT. .. _ ` ' ',.40�' */ * �k 48.17. / � .� 3. ALL BUILDINGS WITHIN 150' OF PROPOSED SANITARY USE 1-8 DIA. 11 V.FT. = 465 CU. FT. ACT. CAP. .,.,•.. ,• .•, .. . - . . . .�•` . . . • . . . . • . - • • • • • • • • . • • • . • • . • • • • . • - • • • • • • • • • • • . /. / / / ,,`G� >� FINAL -1» SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY. SSM No.'s 3 & 4 _._. , /I . G PAVT. AREA = 2565 S.F. x 100% x 2/12 = 427 CU. FT. • • • • • ' ' ' ' ' ' ' ' • ' ' ' ' ' ' '`'--_ 9 '/ ' ���� // 48.40 GRADE I HEREBY CERTIFY THAT THE WATER SUPPLY(S) ROOF AREA = 4650 S.F. x 100% x 2/12 = 775 CU. FT. / • ' ' • ` ' ' ' • ' • ' ' • • ' ' ' - , ' ' ' . • ' ' • ' * y' �41 / / AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS TOTAL REQ. CAP. = 1202 CU. FT. .j. . . . . .1 /. �� PROJECT' WERE DESIGNED BY ME OR UNDER MY USE 2-10' DIA. 9 V.FT_ = 1232 CU. FT. ACT. CAP. . . . . . , . . . . . . . . . . . . . . . . . • . . . . • . . . . . . . • . . . . . . . . . . . . . . . . . • . . . . . . . F� / I ADJACENT THORODIRECTIOIN, BASED UPON A CAREFUL AND t�� / THOROUGH STUDY OF THE SOIL. SITE AND -/----' FPAVEMENT GROUNDWATER CONDfTIONS, ALL LOTS, AS SYSTEM No. 5 PAVT. AREA = 3000 S.F. x 10096 x 2 12 500 CU. FT. ( r'� a6�. exist . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . , o� "_ 4ZZZZZZLZ7771 PROPOSED CONFORM TO THE SUFFOLK COUNTY / -/ +. .y,�.Q FORMER.TEST.WELLS .) . 1 �-••- - USE 1-8' DIA. 12 V.FT. = 507 CU. FT. ACT. CAP. �. "� .HAVE BEEN ABANDONED . • y• �Q // / 7» DEPARTMENT OF HEALTH SERVICES CONSTRUCTION USE / --------• STANDARDS 1N EFFECT AS Of THIS DATE. SYSTEMNo. 6 . 7_1 . . . . . . . . . . , . . . . . . . . . . f. . . . . . . . . . . . . . . . . . . . . ./. . . . . . . . PAVT. AREA = 3440 S.F. x 100% x 2/112 - 574 CU. FT. •, ,I. _ , / // 48.03 / & ROLLED ASPH. CURB DETAIL 2/3/2023 USE 1-10' DIA. 9 V.FT. - 616 CU. FT. ACT. CAP. S o /.' . . � / / / Ll l . . , - . .I . o . . /. . . . . . . . . . / p.��� SIGNED DATE STEM No. 7 ESTIMATE OF QUANTITIES • . . . . . . • . . . . . . . • . • . . � . . . . . . . . . . . . . ./. . . . . . . . . - // /8.31 �1 „ " THOMAS J. BECKMAN, P-4 ' PAVT. AREA = 2990 S.F. x 100% x 2/112 = 498 CU. FT. >�, "-.--. - - . . ,---. -_O? . . . , , . . . . / / 1-1/2" 1-1/2- ASPHALT CONSULTING f NGINEEFt ROOF AREA = 1200 S.F. x 100% x 2/12 - 200 CU. FT. COBBLESTONE CURBING 702 L.F. '-'> • . . . . . . . . . . • . . • • • • • • • • , • • • • • • . . • . •*• I • • • • • . - // / 1814 MIDDLE' COUNTRY RO of NE TOTAL REQ. CAP. = 698 CU. FT. CONCRETE CURBING NONE .. ' ` ' .. .. .. • • .. . .. .. ' • . ' + ' • • ' ' • ' • ' • .. " ' • .. • / USE 1-10' DIA. 11 V.FT. = 752 CU. FT. ACT. CAP. ASPHALT PAVING 50,009 SQ. FT. <".o / 48.54 - F RIDGE, NY 11961 �/,- ��>� H' BF )-- ASPHALT . . . . . . . . . . . . . / 48.10 �� c 'A SYSTEM No.s 8. 9 & I0 STONE BLEND 18,875 SQ. FT. . $ . . . . . . . . . . . . . . . . . . . . • . . . . . . • . . . . . . . . ,tk / / . 4 A • . . 4. Ir 15A '� 4 .4 • 4BINDER COURSE° OWNER: � PAVT. AREA = 2417 S.F. x 100% x 2/12 = 403 CU. FT. WALKS 835 S.F. 0� O ik / 4,49 4 -4 a A4• ' +r '' ROOF AREA = 3867 S.F. x 100% x 2/1'2 = 645 CU. FT. FENCING i 14 LIN. FT. � kQ / 9� I c 4' 4 4 • , 4 4 " n TOTAL REQ. CAP. 1048 Cu. FT. DRYWELLS SEE DRAINAGE CALCS. `�� • . . • , • • • • • • • • • • • • • • • • • �. o'+'" �G��� 50000MMERCEDFRIEND EDRIVE LF STORAGE -`�`; -lf o USE 2-10 DIA. 8 V.FT. = 1094 CU. FT. ACT. CAP. / G O / 0 d NYS DOT BASE COURSE CUTCHOGUE, NY 11935 2s� _ _ C-20-O�� SYSTEM No, 11 SITE DATA ��° oo �0��, � . . , 1k� PAVT. AREA = 3160 S.F. x 100% x 2/12 = 527 CU. FT. Iro G 7. . GA 74, 25 L 1 20.23 JQ�� / , ROOF AREA = 4400 S.F. x 100% x 2/12 = 733 CU. FT. AREA OF SITE 162,852 S.F. PRELIMINARY SITE POUT TOTAL REQ. CAP. = 1460 CU. FT. FLOOR AREA OF BLDG. 26.900 S.F. csl �° . I x 48.42 STABILIZED. COMPACTED SOIL USE 2-10DIA. 12 V.FT_ - 1642 CU. FT. ACT. CAP. TOTAL AREA OF BLDG. 53,800 S.F. ��o� ❑ / // TYPICAL SECTION '- ASPHALT PAVEMENT SYSTEM No. 12 e� V TOTAL PERCENT OF LOT OCCUPANCY 16.5% C' G // F, NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS NORM-! FORK SELF STORAGE PAVT. AREA = 5258 S.F. x 100% x 2/12 = 876 CU. FT. r^ � y CO �ti 48.68 USE 2-10' DIA. 7 V.FT. = 950 CU. FT. ACT. CAP. AREA OF LANDSCAPING 6,627 S.F. OR 4.1% ,rj?� F r NC / y SITUATED AT SYSTEM No, 1,' AREA OF BUFFERS 59,606 S.F. OR 36.6% ec 4>.4 / REVISIONS: C�ITCHOGUE PAVT. AREA = 4344 S.F. x 100% x 2/12 = 724 CU. FT. AREA STONE BLEND 18,875 S.F. OR 11.6% 0s CONC. CURB // �, 48.85 68 ROOF AREA = 9200 S.F. x 100% x 2/12 = 1533 CU. FT. AREA OF PAVING 50,009 S.F. OR 30.7% s �%� k REO. 2 4020 Bt0-10103 / .�, �. � REV. 2 11/2020 a20-20,03 TOWN OF SOUTH4LD SUFFOLK COUNTY NEW YORK TOTAL REQ. CAP. = 2257 CU. FT. SCHOOL DISTRICT MATTITUCK / ` tk REV. 2/18/2020 820-20103 ' POSTAL DISTRICT CUTCHOGUE 48'34 ' Ao °g' REV. 2/28/20 820-20127 S.C.T.M. 1000-096-01-001.3 USE 3-10' DIA. 11 V.FT. = 2258 CU. FT. ACT: CAP. / REV. 3/30/0 820-20184 REV, 7 9 0 WATER DISTRICT S.C.W.A. / s'� ��' REV. _�4. 20 820-20x52 PREPARED BY: PREPARED FOR: SYSTEM REV. 219 21 821-20746 PAVT. AREA =4115 S.F. x 100% x 2/12 = 686 CU. FT. FIRE DISTRICT CUTCHOGUE °'O 48.60 p� (� REV. 2/1 22 821-2,272 KENNETH H BECKMAN , S GOODFRIEND SELF STORAGE ROOF AREA = 6200 S.F. x 100% x 2/12 = 1038 CU, FT. TOTAL PARKING REQUIRED 57 SPACES / �y GJ�` REV• a/jig 2 a22-21272 REV. 7/13 2022 822-21625 50 COMMERCE DRIVE c" sa�Y2o222 SURVEYING AND LAND PLANNING TOTAL. REQ. CAP. 1724 cu. FT, TOTAL PARKING PROVIDED 61 SPACES q 47.54 / REV�o' Tj Go REV 2/3/ R BMs 22-218'9 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, NY 11935 USE 3-1a' DIA. 9 V.FT. = 1847 CU. FT. ACT. CAP. USE PUBLIC STORAGE 48'78 Sy5�M No. 15 0 m / `��, REV. 5/8/2023 PER SCDHS SUITE D PAVT. AREA - 2925 S.F. x 100% x 2/12 = 487 CU. FT. EXISTING ZONING LI 11 D REV 10/2/2023 PER SCOHS RIDGE, N.Y. 11961 48.91 ROOF AREA = 2667 S.F. x 100% x 2/12 = 444 CU. FT. /'� pQ �� REVISIONS: TOTAL REQ. CAP. 931 CU. FT. PARKING REQUIREMENTS * z � 0* SCALE: 1" =20' V 5 /2018 REV 3/5/20 DRAWN BY: KAK USE 2-10' DIA. 8 V.FT. = 1095 CU. FT. ACT. CAP. 2018 A� _ s/10/201s SYSTEM No. 1s OFFICE SPACE = 228 S.F. _ 100 = 3 SPACES & 0�' REV. °�'i °1 a ets-19360 STORAGE SPACE = 53, REV ��.2/29 a'g-'$578 PAVT. AREA 5515 S.F. x 10096 x 2/12 = 919 CU_ FT. 578 S.F. _ 1000 = 54 SPACES / DATE: MARCH 2018 R� , 3 a9 ass-Issas CHECKED BY: KHB CONC. WALK AREA = 682 S.F. x 100% x 2/12 = 114 CU. FT. TOTAL SPACES REQURED = 57 SPACES <\ TOTAL REQ. CAP. = 1033 CU. FT. USE 2-10' DIA. 8 V.FT. = 1095 CU. FT: ACT: CAP. / DRAWING: BB1-6564 JOB No. 618-18856 SHEET: 1 OF 2 TOTAL SPACES PROVIDED = 61 SPACES �- HEALTH DEPT. APPROVAL STAMP I From: Westermann, Caitlin Sent: Tuesday, December 5, 2023 11:01 AM To: Westermann, Caitlin v Subject: FW: 65 Commerce approval extension PB W L MT Q C Attachments: NFSS 3 Extension approval.pdf C RECEIVIE� D From: Marc Slayton< i : Q. fm nd , )rag. .or > TonMichaelis,Jee sica December .�outhola 'i-own Y 5 n�:�c6�aims�trlv�rr� �,oratl,���{rN._�?.y.' . > Cc:John Ea en<` Planning Board Subject: RE: 65 Commerce approval exten nWcr rn> & p 9M: p.: ...��M.�.� .._: �... .ra sion I am writing per your recommendation regarding an extension to complete Ph III in the attached approval. Due to Covid, the recession and delays opening Ph II we are respectfully requesting and extension of the approval for Ph III.Thank you. Marc Slayton GoodFriend Storage 917-526-2242 From: Michaelis,Jessica <fgi a l a0f c w mu a i Pti.M y_,a-> Sent:Thursday, November 30, 2023 11:13 AM To: Marc Slayton Subject: Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email c.ssic� I,, "ra t]xol Itt wca� r i SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 y` Fax (631) 765 9015 h„V q � d C o4ae;14 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings Augut4, 2022 Planner w t w Southold Town Planning Department � 54375 � Southold, Road NewYork 11971 AUG ������ Re: North Fork Self Storage #3 SCTM #: 1000 — 096. — 01 — 1.3 Dear Mr. Cummings: As per a request from your office, I have reviewed the Preliminary Site Layout North Fork Self Storage #3 prepared by Kenneth H. Beckman, L.S., dated March 2018, last revised on August 15, 2022. Based on my review, the plans meet the requirements of Chapter 236 — Stormwater Management. If you have any questions regarding this review, please contact my office. Sincerely, Michael Collins, P.E. Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex "' P.O. Box 1179 54375 State Route 25 1) Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY �> Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner Date: August 19, 2022 Re: Site Plan for North Fork Self Storage #3 Application Name: North Fork Self Storage #3 Tax Map Number: 1000-96-1-1.3 Location: 65 Commerce Drive, Cutchogue Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: 1 Final Subdivision Map (Dated: Road Profiles (Dated: ) Grading and Drainage Plans (Dated: Other (Dated: Site Plan �I Revised/Amended Site Plan (Dated 3/2018 last rev. 8/15/221 Grading and Drainage Plans (Dated: Other (AS BUILT) (Dated: Project Description: This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District.. Thank you for your cooperation. SCOTT A. RUSSELL ,�� "� ��� �.� MICHAEL M. COLLINS, P.E. SUPERVISOR �� TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 �� Fax (631)-765-9015 irk NIk ur, l u , sNa,ursa' ,r� OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings August 11, 2022 Planner Southold Town Planning Department , LAI, L:,, 54375 Main Road Southold, New York 11971 AW. . ' 2�'1)22 L__� ..._ Re: North Fork Self Storage#3 ";�r�l��u� o sr�vrrii SCTM#: 1000—096. —01 — 1.3 p� ri e7ir ifs Board cu Dear Mr. Cummings: As per a request from your office, I have reviewed the Preliminary Site Layout North Fork Self Storage#3 prepared by Kenneth H. Beckman, L.S., dated March 2018, last revised on August 1, 2022. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. The detail for the proposed 5' asphalt aprons only shows a 1 Y2 inch thick wearing course of pavement over a 6 inch thick RCA base. At a minimum, the aprons must be built to the same standard shown on the detail for"Typical Section —Asphalt Pavement". If you have any questions regarding this review, please contact my office. Sincerely, C Michael M. ollins, P.E. Town Engineer OFFICE LOCATION: , MAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Route 25 � � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � t �: Telephone: 631 765-1938 Southold, NY www.southoldtowimy.gov eo PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner Date: August 10, 2022 Re: Site Plan for North Fork Self Storage #3 Application Name: North Fork Self Storage #3 Tax Map Number: 1000-96-1-1.3 Location: 65 Commerce Drive, Cutchogue Type of Application: Sketch Subdivision Map (Dated: Preliminary Subdivision Map (Dated: Final Subdivision Map (Dated: Road Profiles (Dated: Grading and Drainage Plans (Dated: Other (Dated: Site Plan Revised/Amended Site Plan (Dated 3/2018 last rev. 8/1/221 Grading and Drainage Plans (Dated: Other (AS BUILT) (Dated: ) Project Deacr tion: This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the 'Light. Industrial Zoning District. Thank you for your cooperation. Submissiopi Without a Cover Letter RECEIVED AUG 5 Sender_ ofda' a Planning Board Subject: � /� se-A SA��<X, SCTM#: 1000 - 96- 1 -1 . 3 Date: Comments: P Lc..n ogUf SCOTT A. RUSSELL o`' PGS MICHAEL M. COLLINS, P.E. SUPERVISOR o .� TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD c ~ TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 • Fax. (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US RECEIVE® OFFICE OF THE ENGINEER J U L 19 2022 TOWN OF SOUTHOLD Southold Town Planning Board Brian Cummings July 15, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: North Fork Self Storage#3 SCTM#: 1000—096. —01 — 1.3 Dear Mr. Cummings: As per a request from your office, I have reviewed the Preliminary Site Layout North Fork Self Storage#3 prepared by Kenneth H. Beckman, L.S., dated March 2018, last revised on April 5, 2022. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. The detail for the proposed 5' asphalt aprons only shows a 2" thick wearing course of pavement. At a minimum, the aprons must be built to the same standard shown on the detail for"Typical Section—Asphalt Pavement". 2. Drainage System No. 11 is missing a connection to the Proposed 2 Story Mini Storage Building roof. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ®� ®U��®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-rmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planner %L Date: June 16, 2022 Re: Site Plan for North Fork Self Storage #3 Application Name: North Fork Self Storage #3 Tax Map Number: 1000-96-1-1.3 Location: 65 Commerce Drive, Cutchogue Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: 1 Final Subdivision Map (Dated: 1 Road Profiles (Dated: ) Grading and Drainage Plans (Dated: ) Other (Dated: 1 Site Plan Revised/Amended Site Plan (Dated 3/2018 last rev. 4/5/221 Grading and Drainage Plans (Dated: 1 Other (AS BUILT) (Dated: 1 Project Description: This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. Subinissiorz (f,"ithout a Cover Letter _... ... C J/�,'i� � 7�?fj R pRECEIVED n., _,u Planning Board Sender: SCTMff: 1000 - ci Date: � � t Comments: g Session — October 4. 2021m- Paae 2 Southold Town Plan��in Board Work Project Name: 14695 Main Road (Dentist Office) Amended SCTM#: 1000-114-8-5 (Parking Lot Expansion) Location: 14695 NYS Route 25, Mattituck Description: Amend the approved site plan for an existing dentist office to expand the parking lot. Status: New Application Action: Review for Completeness Attachments.. Staff Report 0 Project Name: North Fork Self Storage III SCTM#: 1000-96.-1-1.3 Location: 65 Commerce Drive, Cutchogue This site plan is for the proposed construction of two (2) 2-story self- storage buildings at 53,800 sq. ft. and 37,750 sq, ft. which includes a Description: 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Status: Approved Action: Review Phasing, Request Attachments: Staff Report Project Name. Bank of America Exterior Lighting Upgrade SCTM#: 1000-61-3-7 Location: 53300 NYS Route 25, Southold This site plan is for the addition and replacement of the entire exterior Description: lighting system at an existing bank site. Status: Pending Action: Review for Completeness and CO Inspection Attachments; Staff Report Project Name: Lebkuecher Standard Subdivision SCTM#: 1000-125.-2-2.2 Location: 3475 Aldrich Lane & 935 Franklinville Rd, Laurel Description: This proposal is for a Standard Subdivision of a 35.79-acre parcel into two lots, where Lot 1 is 3.66 acres with an existing residential structure and Lot 2 is 32.13 acres with greenhouses in active farm use, in the R-80 and HB Zoning Districts Status: Pending Action: Review for Conditional Final Plat Determination Attachments Staff Report Discussion: ❖ ZBA Request for Comments: North Fork Project, Old Mill Inn, 5775 Mill Road, Mattituck, SCTM#1000-106-6-3 DUE Nov. 18, 2021 Southold Planning Department Staff Report Site Plan Application Work Session — Request for Phasing and Modifications Date October 4, 2021 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date Approved: January 11, 2021 Tax Map Number: 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.7 acres Building size Building A — 37,750 sq. ft. Building B — 53,800 sq. ft.. 91,550 sq. ft. total This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. III: Analysis A. Approved Site Plan (January 11, 2021): a. Two (2) 2 - Story storage buildings: • Building A — 37,750 sq. ft. 2 story (32'6" at peak) storage building with a 300 sq. ft. office (with bathroom) and forty-two (42) overhead bay doors; 18,875 sq. ft. 1st floor (including 300 sq. ft. office) 18,875 sq, ft.. 2"d floor • Bu,lding B — (53,800 sq. ft.) 2 story (35' at peak) storage building with fifty-five (55) overhead doors, no water/sanitary; 26,900 sq ft. 1st floor; 26,900 sq. ft. 2"d floor I b. Landscaping: proposed landscaping is provided on the Erosion Control and Planting Plan m (146) 3'-4' tall Blue Spruce at 15' on center proposed along the northwest and east property lines within the 5' wide planted area; * Twenty — Four (24) Northern Red Oak trees @ 2 '/z" — 3" caliper. Proposed to be planted every 40' along property lines with Blue Spruce; ® 105' Commerce Drive frontage = 3.5 street trees required (3 Northern Red Oak provided) Front yard landscaped area also proposes (5) Flowering Dogwood at 2 '/2' — 3' cal. And (11) Lowbush Blueberry (3 gal.) at 6' on center, B. With reference to the requests dated August 31St and September 13 2021: It is our intention to only build the 54k sf building B and land bank the remaining 38k sf building A for a later date. Along with phasing the two buildings, we would like to make the site modifications listed below since we now own the adjacent parcels. The purpose of the changes are to simplify access at the entrance and between to three parcels. Please note no changes are proposed in the two 100' front yard setbacks. The proposed modifications consist of: 1. Eliminating the front entrance as is unnecessary at this point, 2. Adding two connecting access points between 65 Commerce and 150 Commerce; 3. Eliminating the curb and landscaping strip between 65 Commerce and 50 Commerce for better circulation and flow (the proposed change in this area will function much better operationally). Please review and let me know if anything else is needed for the board to consider. Thank you. Further modifications include: 1. Showing Building A as future construction and asphalt paving now. 2. Re-stripe pavement to suit to conform to Building B functions, and reducing the parking count to match new building area. 3. Indicating that the entire new building is within 500' of restroom for ADA access, therefore no new restroom is required. 4. Locating the electric and sprinkler rooms. 5. Locating two new curb cuts on the west side to access neighboring property. 6. Removing the landscape strip on the east side of the property and tie into neighboring asphalt drive for easier maneuvering and access. 7. Removing the two proposed gated curb cuts and create more green space along the cul-de-sac at Commerce Drive. 8. Indicating the proposed location of propane/oil tank for heating systems. V: Planning Board item to consider: Consider the phasing and modification requests detailed above b From: Unit 2 Go, LLC <sales@unit2go.com> Sent: Wednesday, March 24, 2021 12:59 PM S � To: Michaelis, Jessica ... v''",�''� Subject: NFSS3 C. li _ . M R' „' �'i 2f Boanit Dear Chairman Donald Wilcenski and Board Members: I am writing to you regarding my property at 65 Commerce Dr. in Cutchogue. I received site plan approval in January. However, due to the public health crisis there is a shortage of building supplies and labor. I don't see how I will be able to build within the 18 month allotted period. Therefore, I am respectfully asking that the 18 month extension that is usually granted,be granted now and to have that in writing. Thank you in advance for your consideration to this matter. Sincerely, Marty Kosmynka Unit 2 Go PO Box 946 Cutchogue, NY 11935 (631) 734-2166 www.unit2go.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i ub issiorz Without a. Cover Letter ,n SEI f,ef 'ff2 1 ... . SCTM#: 1000 — C(Le Date: I r g I U@, comments., ME DAA No DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 (516)671-3624 fax(516)759-7138 email DAA93@msn.com January 27, 2021 a k ..... .. RIIIIIIIII D Town of Southold Building Department F E 4 2 021 � 54375 Main Road - Southold,NY 11971 Fl�annkig II:card Attn: Brian Cummins Re: 65 Commerce Drive Cutchogue,NY 1000-096-011-0001.3 Dear Brian Please find attached(5) signed and sealed sets of final plans for 65 Commerce Dr. These plans have minor interior updates. We would like these to be included in the final Planning Board approved set. Do not hesitate to contact me with any comments and/or questions. lie , - *10 CI � .. r " Davi *11 '.aia W ., TOSouthold 65 Commerce 1.27.21 1 SCOTT A. RUSSELL � � � � MICHAEL M. COLLINS, P.E. SUPERVISOR �� TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fax (631)-765-9015 Tel. (631)-765-1560 ll��wl_D,NA Hs OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings February 2, 2021 Southold Town Planning Department 54375 Main Road Southold, New York 11971 FI E "'"' �,' _...__.� Re; North Fork Self Storage#34. 2021 SCTM #: 1000—096. —01 — 1.3 Dear Mr. Cummings; �:lu�u�0iri �Nr As per a request from your office, I have reviewed the Preliminary Site Layout North Fork Self Storage#3 prepared by Kenneth H. Beckman, L.S., dated March 2018, last revised on 7/29/20 and the Erosion Control and Planting Plan North Fork Self Storage#3 prepared by Kenneth H. Beckman, L.S., dated March 2020, last revised on 12/22/20. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. The note at the entrance to Commerce Drive references a 5' asphalt apron but the construction details depict a concrete apron. Reconcile this discrepancy. 2. The drainage structure shown at the eastern entrance/exit to the proposed development is located in the center of the pavement. Revise the drainage design to ensure that all stormwater runoff is captured and infiltrated and that no runoff is allowed to flow onto Commerce Drive. 3. The single drywell comprising System No. 2 is shown equipped with a cast iron cover. This structure must be equipped with an open grate in order for stormwater to enter the drainage structure. 4. Indicate the location of the construction entrance on the plan and ensure that the proposed construction entrance matches the details provided by the "Stabilized Construction Entrance Details". If you have any questions regarding this review, please contact my office. Sincerely, 44U4�� Michael M. Collins, P.E. Town Engineer Town Hall Annex " Telephone(631)765-1802 ti 54375 Main Road MP Fax(631)765-9502 P.O.Box 1179 gy Southold,NY 11971-09594 E0 .a BUILDING DEPARTMENT TOWN OF SOUTHOLD 1 A N 14 2021 121 i ov"Irl rirl�iq Board �.... U ., MEMORANDUM TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: January 11, 2021 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: North Fork Selftor�3 Location: 65 Commerce Drive Cutchogue SCTM# 1000— Section 96 - Block 1 —Lots 1.3 Date: March 2018 Revised Date: July 29, 2020 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Public Warehousing IS A PERMITTED USE IN THIS LI DISTRICT AND IS SO CERTIFIED. 4 Michael J. Vel y Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Route 25 � fir„ �( Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) g le Tehone• 631 765-1938 Southold,NY P www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 12, 2021 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Site Plan Approval: North Fork Self Storage #3 65 Commerce Road, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolution was adopted at a meeting of the Southold Town Planning Board on January 11, 2021: WHEREAS, this Site Plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic, the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on April 6, 2020, Martin Kosmynka submitted a portion of a revised site plan application; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and WHEREAS, on August 3, 2020 and August 14, 2020, Martin Kosmynka, owner, submitted additional site plan application information for review; and WHEREAS, on August 10, 2020, the Southold Town Planning Board accepted the application as complete for review; and North Ford SrwwN'f Storg c Page 2 January....1 , 2 2'I WHEREAS, on August 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on August 15, 2019, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on September 14, 2020, a Public Hearing was held and closed; and WHEREAS, on October 20, 2020, the Suffolk County Planning Commission (SCPC) provided comments regarding the proposed action; and WHEREAS, on October 28, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on November 13, 2020, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS, on December 2, 2020, the Southold Town Engineer reviewed the proposed application and determinedthat revisions to the site plan were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and Drainage plan„ and WHEREAS, on December 2, 2020, the Southold Town Fire Inspector reviewed and determined that the buildings were required to be constructed with fire suppression sprinklers, and that there was adequate fire protection and emergency access for the site; and WHEREAS, on December 4, 2020, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, at a Work Session on December 7, 2020, the Southold Town Planning Board reviewed the proposed application and required revisions to the Site Plan to make it conmrply with variMls applicable sections of the Town Code; and WHEREAS, on December 7, 2020, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on December 22, 2020, the Suffolk County Department of Health Services (SCDHS) granted approval for this project under their reference #C-20-0011 for "Mini- Storage at 18gpd"; and North Fork Self Sl: Tra-� Page 3 Januar!12, 2021 WHEREAS, on January 4, 2021, Martin Kosmynka, owner, submitted a revised site plan, grading & drainage plan, photometric plan, and SCDHS plan for review; and WHEREAS, at their virtual work session held on January 11, 2021, the Southold Town Planning Board reviewed the revised site plan, revised photometric plan and the approved SCDHS plan; and WHEREAS, on January 11, 2021, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 Site Plan Approval of the Town of Southold were met; and WHEREAS, on January 11, 2021, the Southold Town Chief Building Inspector reviewed and certified the proposed Warehouse Mini Storage as a permitted use in the Light Industrial (LI) Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "North Fork Self Storage #3" prepared by Kenneth H. Beckman, L.S., dated March 2018, and last revised December 22, 2020, and authorizes the Chairman to endorse the plans listed below: Sheet 1 — Site Layout (dated 3/2018; last revised 12/22/20) Sheet 2 — Erosion Control and Planting Plan (dated 3/2020; last revised 12/22/20) Elevations — Building A (dated 4/10/20; last revised 8/12120) Elevations— Building B (dated 4/10/20; last revised 8/12/20) 1St Floor Plan — Building A (dated 4110/20; last revised 7/29/20) 2nd Floor Plan — Building A (dated 4/10/20; last revised 7/29/20) 1St Floor Plan — Building B (dated 4/10/20; last revised 7/29/20) 2nd Floor Plan — Building B (dated 4/10/20; last revised 7/29120) Sheet SP — 1 a Site Lighting Plan and Details (dated 4110/20; last revised 12/14/20) Conditions 1 . All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting plan of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced by the property owner with the same species and size as shown on the approved site plan during the next planting season for the particular plant material. Any change in tree or landscaping species must be approved in writing by the Planning Board. North Fork Self Store 3 Page 4 January 12,,2021 Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the ApprovedSite Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl, cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: ,, Applicant Signature; Date: , SoUithold Town mPlanninc:�Board WorkSession —Jantiani 1 Pam 21, 2021 _ Project Name: North Fork Self Stora9e III SC>rM#: 1000-96,-1-1.3 Location: 65 Commerce Drive, Cutchogue This site plan is for the proposed construction of two (2) 2-story self- storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 Description: sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning istrict. Status: Pending Action Review for Determination Attachments: Staff Report - Project Name: Wickham Road Offices SCTM#: ` 1000-114-11-1 Location: 12300 Route 25, Mattituck.__. Description: This site plan is for the proposed conversion of an existing 770 sq. ft. accessory apartment to a principle office structure, no footprint expansion or basement, with four ( ) parking stalls on 0.23 acres in the Narnlet Business ;honing District, Status: I Pending Action: Review for Completeness Attachments: _ Staff Report Project Name: The Heritage e e SCT 1000-102-1-33.3 (HarvestPointe) Location: 75 Schoolhouse Road, on the n/w corner of Griffing Street and School House Lane, a ro imately 1,0117,91 feet n/o the Main Road, in Cutchogue. Description: This amended site plan proposes to change eight of the approved units from the B2 unit design (livable floor area 1,599 sq. ft.) to a revised C unit' design (livable floor area 1,999 sq. ft.). The livable floor area will increase by a total of 3,200 sq. ft. for the overall site. Status: New Application Action: Review for Completeness Attachments: Staff Report Project Name: Peconic Landing ell enter SCT :i 1000-35-1-25 Location: 1500 Brecknock Road, Greenport This amended site plan is for the proposed construction of a 1,138 sq. ft. addition to the existing Wellness Center and a reconfiguration of the parking lot in front of the subject addition and the entrance to the Description: existing Community Center, all part of an existing continuing care retirement community on 144 acres in the Harnlet Density Zoning District. Status: Pending Action: Review for Completeness Attachments Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Update Date January 11, 2021 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date of Submission: May 29, 2018 Tax Map Number: 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.7 acres Building size Building A — 37,750 sq. ft. Building B — 53,800 sq. ft. 91,550 sq. ft. total This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. III: Analysis A. Proposed construction: a. Two (2) 2 - Story storage buildings: • Build n -A— 37,750 sq. ft. 2 story (32'6" at peak) storage building with a 300 sq. ft. office (with bathroom) and forty-two (42) overhead bay doors; m 18,875 sq. ft. 1St floor (including 300 sq. ft. office) 18,875 sq. ft. 2 d floor • Building_B — (53,800 sq. ft.) 2 story (35' at peak) storage building with fifty-five (55) overhead doors, no water/sanitary; ■ 26,900 sq. ft. 1St floor', ■ 26,900 sq. ft. 2 d floor. 1 B. With reference to the Planning Board letter dated December 11, 2020: a. Obtain approval from the SCDHS; Submitted: yes; SCDHS ref#C-20-0011 approved 12/22/20 for "Mini- Storage" @ 18gpd; b. Provide all required items on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. i. Provide all requirements as specified by the Town Engineer: ii. Remove any and all reference to "land bank" parking spaces if they are not going to meet the definition of land bank parking; iii. Provide a revised Photometric Plan consistent with Chapter 172 and the analysis above for exterior lighting. A previously approved photometric plan will be provided as an example. Submitted: yes, the photometric plan has been decreased to within compliant foot candle values of <5.Ofc on site and :50.1fc running along side yard property lines V: Planning Board items to consider: Determine the application has met all applicable requirements of the Site Plan Regulations, Article XXIV, §280 Site Plan Approval based on the analysis above and to issue a determination at tonight's public meeting. 7 i Y RICT .ww_.. Telephone n.e (63.1) 734...6907 * Fax (6 1) 734-7079 ,. , E-mail--mail- cutfcp<x)op�ta�nnpyane„aa.et Over Years of wrier.cutchogu.efiiredept.org Service January 5, 2021 Southold Town Planning Board POBox 1179 C] ICPA/Il Southold NY 11971P'f:annhrg Hoard Atten: Board Members Ref: North Fork Self Storage#3 Fire Protection The Cutchogue Board of Fire Commissioners has reviewed the above site plan dated October 28,2020 and finds that the Fire Hydrant located on the Cul-de-sac can provide adequate water supply for fire suppression for the proposed site. Thank you for keeping us informed of the changes, we remain, Yours truly, Board of Fire Commissioners Matthew J. Martin Fire District Secretary u r issi rz /ithout a Cover Letter �� ....� Sender: Y—O'sm�f\Z0, ) :w,I I 1 I021 E5oai'�U Subject_ SCTM#: 1000 - -1 — Date: \ I \l I1 comments: ,Sccl�rnisslo®r. `1fr.lhoul a Cover Letter A DEC 8 0 2020 Andm c\ Subject 130a-d surm: 1000 Dater 12,� c® ents S, �I OFFICE LOCATION: ILI DRESS: x ... Town Hall Annex 0 8,0 P.O. Box 1179 54375 State Route 25 � , Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) k�` .Telephone• 631 765-1938 Southold, NY www.southoldtownny.gov . Coy 11 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permit Examiner From: Brian Cummings, Planner be, Date: December 16, 2020 Re: Proposed Site Plan for North Fork Self Storage #3 65 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 The Planning Board has found this Site Plan Application suitable for determination pursuant to §2.80-131 F (1) and refers the application to you for final review and. certification. This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft, which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Your certification is requested by Januar• Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ► " , Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov aIRS PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 11, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Proposed Site Plan for North Fork Self Storage #3 65 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: I am writing as a follow-up to the Work Session held on December 7, 2020 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS; 2. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. a. Remove any and all reference to "land bank" parking spaces if they are not going to meet the definition of land bank parking; b. Provide the following items pursuant to Town Code Chapter 236 for Storm Water Management: NF Self Storage #3 Page 12 December 11, 2020 i. The test hole shown on the plan is not located on the subject parcel. Submit a revised plan with a current test hole taken from the parcel to be developed. ii. Revise the plan to note the section of Belgian Block curbing on Commerce Drive that will be removed to construct the asphalt apron. iii. The drainage structures shown at the entrance and exit to the proposed development are located in the center of the pavement. Revise the drainage design to ensure that all stormwater runoff is captured and infiltrated and that no runoff is allowed to flow onto Commerce Drive. iv. The Drywell Detail contains a note "See Plan For Appropriate Casting". The plan contains no casting notes and all drywells are shown, on the plan with a solid black circle but no legend indicating what this symbol represents. Revise the plan to indicate what castings will be used on each structure. I recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. v. Indicate the location of the construction entrance on the plan and ensure that the proposed construction entrance matches the details provided by the "Stabilized Construction Entrance Details". c. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: i. The photometric plan shows foot candle (fc) values exceeding the Code maximum of 5.Ofc on site and 0.1fc at the side yard property lines. Revise the plan to provide all foot candle values no greater than 0.1fc at the property lines and 5.Ofc on site. The decrease in total fixtures is strongly encouraged in this location. < 5.Ofc can achieve adequate site lighting; If you have any questions regarding this Site Plan or its process, please do not hesitate to contact this office. Respectfully, O k Brian Curnrnings IT" Planner anninq Board Work Session — December 7 2020, — Page 2 Southold Town PL.. Project Name: North Fork Self Storage III SCTM#: 1000-96.-1-1.3 Location: 65 Commerce Drive, Cutchogue This site plan is for the proposed construction of two (2) 2-story self- Description: storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Status: Pending Action: Referral Review & SEQRA Attachments: Staff Report Project Name:. Orient Point Conservation Subdivision SCTM#: 1000-1 - -29.2 Location: 32357 Old Main Street, Orient This proposal is for a 75/75 clustered conservation subdivision of 36.13 acres, currently comprised of six parcels, SCTM#1000-14-2-29.2, SCTM#1000-14-2-29.3, SCTM#1000-14-2-29.2, SCTM#1000-19-2-2, Description: , SCTM#1000-19-2-3 and SCTM#1000-19-2-12.2 into 6 residential lots ranging in size from .91 acres to 1.83 acres and a 22.54 acre lot and a 2.188 acre area from which development rights are proposed to be sold to the Town of Southold, in the R-80 and R-40 Zoning Districts. Status: Pending Action: Review Public Comments and Referrals Attachments: Staff Report Project Name: Fishers Island Airport Hangar SCTM#: 1000-12-1-18 Location: Whistler Avenue, Fishers Island This site plan is for the proposed construction of a 4,200 sq. ft. aircraft Description: hangar and ±13,790 sq. ft. of paved access and tarmac area at an existing airport on 192 acres in the R-400 Zoning District. Status: Pending Action: Referral Review Attachments: Staff Report Project Name: Murtha Agricultural Barn SCTM#. 1000-56-1-11.15 Location: 2668 Long Creek Drive, Southold This agricultural site plan is for the construction of a one story 2,520 sq. ft. building, including storm water controls and a gravel area, to be used for storage of hay and feed, supplies and farm equipment. The Description: agricultural building is proposed on a 20.6 acre farm (SCTM#1000-65.- 1-11.15) with development rights held by Suffolk County and is adjacent to 1.2 acres (SCTM#1000-56.-1-3) with development rights intact in the R-80 Zoning District, Southold. Status: New Application Action: Review for Completeness of Application Attachments Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date December 7, 2020 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date of Submission: May 29, 2018 Tax Map Number: 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.7 acres Building size Building A — 37,750 sq. ft. Building B — 53,800 sq. ft. 91,550 sq. ft. total Timeline: May 29, 2018 - Submitted June 15, 2018 - Site Plan application found incomplete August 16, 2018 — revised site plans submitted September 10, 2018 — application found incomplete (obtain ZBA determination) February 26, 2019 - ZBA determination issued (see details below) February 26, 2019 — revised site plans submitted March 2019 — application found incomplete until 100' buffer was addressed May 2019 — meeting with applicant and Town representatives regarding 100' buffer June 2019 — revised site plan (conceptual) submitted restoring the 100' buffer July 2019 — revised site plan (engineered) including restored 100' buffer August 2019 — public hearing held and closed September 2019 — referral review; June 2020 — revised site plan application submitted Revised Site Plan This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. I III: Analysis A. Existing: a. Vacant except for outdoor storage of portable storage units and rental trucks on 3.7 acre parcel; i. Parcel created as part of the North Fork Industrial Park Major Subdivision approved January 2005; ii. 100' buffer required from CR 48 as part of subdivision map; b. Surrounding land: i. Northeast: improved NF Self Storage on 3.1 acres in the LI zoning district; ii. Northwest: improved NF Self Storage on 1.1 acres in the LI zoning district; iii. CR48 to the south and Depot Lane to the west; B. Proposed construction: a. Two (2) 2 - Story storage buildings: • Building A — 37,750 sq. ft. 2 story (32'6" at peak) storage building with a 300 sq. ft. office (with bathroom) and forty-two (42) overhead bay doors; M 18,875 sq. ft. 1St floor (including 300 sq. ft. office) • 18,875 sq. ft. 2nd floor • Build_i_nci B — (53,800 sq. ft.) 2 story (35' at peak) storage building with fifty-five (55) overhead doors, no water/sanitary; ■ 26,900 sq. ft. 1St floor'; ■ 26,900 sq. ft. 2nd floor E. SEQRA: Action is classified as Unlisted under (SEQRA) 6 NYCRR, Part 617, the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions. Staff: SEQRA assessment completed by Mark Terry, Negative Declaration proposed for December 71n 2020; See attached SEQRA Documents: Negative Declaration EAF Part II and III F. Public Hearing held and closed September 14, 2020; no comments or concerns received; IV: Analysis A. Parking ❖ Office @ 1 per 100 sq. ft. 300 / 100 = 3 required ❖ Storage @ 1 per 1000 sq. ft. 91,250 / 1000 = 91 ❖ TOTAL stalls required = 94 ❖ TOTAL stalls provided = 18 striped (including 2 ADA), 76 stalls not to be striped (labeled as "landbanked"). Staff: the 76 stalls are shown on the plan as dashed lines and are not proposed to be striped, but will not be constructed as landscaping so the landbanked label should be removed; Staff note: the "landbanked" parking stalls are proposed within asphalt areas. Landbanked parking stalls are traditionally identified on a site plan to ensure the overall total and minimum dimensions are provided for, but these stalls would exist as landscaping and would only be asphalt if/when a need arises for additional parking stalls. ❖ At the end of this report, consider removing any reference to "land banked spaces" on the site plan since these stalls are not proposed to be striped nor provided as landscaping. B. Access: Two driveways to Commerce Drive @ 25' wide C. Bulk Schedule/Code Requirements: Light Industrial (LI) zone a. Lot coverage 30% maximum allowed 28.1% proposed b. Landscape coverage 25% minimum required 36% proposed (including buffer areas) c. 2005 North Fork Industrial Park Subdivision map i. 100' buffer required for frontage along CR 48 and Depot Lane Staff: the 100' buffer has been restored on the site plan and is proposed to be supplemented with ±146 Blue Spruce evergreen trees as shown on the plan (see Landscape details below in section E) D. Exterior Lighting: A photometric plan is provided on sheet SP-1a of the site plan packet; Proposed: ❖ Thirty-two (32) total light fixtures approximately every 40' ❖ All controlled by timer from dusk — 10:00p.m. ❖ Two fixtures types: o Nineteen (19) WPLED18Y @ 12' high and 2,461 lumens ea. o Thirteen (13) WPLED26Y @ 12' high and 3,267 lumens ea. Code compliant items: ❖ The maximum lumens permitted for this site is 93,000 (3.72 x 25,000 = 93,000) o Lumens proposed = 89,230 ❖ All fixtures proposed at 3000K and are full cut off Mon-compliant items- this photometric plan cannot be verified as compliant with Chapter 172 in the following areas: ❖ Certain areas exceed the Code maximum of 5.Ofc with levels ranging from 6.0 — 10.Ofc. Several of these locations are near or under "B" fixture types. ❖ Certain areas along the side yards to the east and northwest show foot candle values exceeding the maximum of 0.1fc. Values in these areas range from 0.12cf— 0.3fc 4 E. Landscaping: proposed landscaping is provided on the Erosion Control and Planting Plan ❖ (146) 3'-4' tall Blue Spruce at 15' on center proposed along the northwest and east property lines within the 5' wide planted area; ❖ Twenty — Four (24) Northern Red Oak trees @ 2 '/2" — 3" caliper. Proposed to be planted every 40' along property lines with Blue Spruce; ❖ 105' Commerce Drive frontage = 3.5 street trees required (3 Northern Red Oak provided) o Front yard landscaped area also proposes (5) Flowering Dogwood at 2 '/2' — 3' cal. And (11) Lowbush Blueberry (3 gal.) at 6' on center; F. Referrals (summaries of comments received. Full reports available in the file) Office of the En !neer: 1. The test hole shown on the plan is not located on the subject parcel. Submit a revised plan with a current test hole taken from the parcel to be developed. 2. Revise the plan to note the section of Belgian Block curbing on Commerce Drive that will be removed to construct the asphalt apron. 3. The drainage structures shown at the entrance and exit to the proposed development are located in the center of the pavement. Revise the drainage design to ensure that all stormwater runoff is captured and infiltrated and that no runoff is allowed to flow onto Commerce Drive. 4. The Drywell Detail contains a note "See Plan For Appropriate Casting". The plan contains no casting notes and all drywells are shown on the plan with a solid black circle but no legend indicating what this symbol represents. Revise the plan to indicate what castings will be used on each structure. I recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 5. Indicate the location of the construction entrance on the plan and ensure that the proposed construction entrance matches the details provided by the "Stabilized Construction Entrance Details". 5 Fire Marshall These storage buildings will need to be protected by a fire sprinkler system or be separated in a way that fire areas within the building do not exceed 2,500ft2 Staff: fire sprinkler systems are proposed by the applicant for each storage building; Cutcho iue Fire District The CFD reviewed the above referenced site plan and determined it to be sufficient for emergency services; Suffolk County Planning Commission SCPC SCPC review the above referenced site plan application and approves it with the following comments: a. Review by the Suffolk County Department of Health Services is warranted for the proposed treatment of project wastewater and the applicant should be directed to begin/continue dialogue with the Suffolk County Department of Health Services. It is noted that the subject property is situated above the Southold SGPA and would be suitable for an Individual Alternative Onsite Wastewater Treatment System (IA/OWTS) as a best management practice. b. The applicant should be encouraged to review the Suffolk County Planning Commission publication Managing Stormwater-Natural Vegetation and Green Methodologies and incorporate into the proposal, where practical, design elements contained therein. Referral materials to the Suffolk County Planning Commission from the Town of Southold Planning Board indicate that the storm water runoff and drainage is to be directed to a sub-surface drywell system through open grates in the parking lot pavement. The 27 proposed land banked off street parking stalls is indicative of the opportunity for green methods for storm water treatment. The proposed 100' wide buffer along the County right of way and Depot Lane also presents opportunity area for best management practices related to storm water runoff treatment. c. "Dark Sky"lighting techniques should be utilized on site. This is an important mitigation to lessen lighting impacts to the right-of-way of CR 48 and single family housing to the west and south of the proposed self-storage development. d. The applicant should be encouraged to review the Suffolk County Planning Commission Guidebook particularly with respect to energy efficiency and 6 incorporate where practical, any elements contained therein. Consideration for the accommodation of rooftop solar panels should also be given for the commercial structures Architectural Review Committee 'ARC The Committee reviewed the proposed project plans and approved the project as submitted; LWRP CONSISTENT with the LWRP provided the Planning Board considers and requires the following recommendations to further the below listed policies to the greatest extent practicable: a. The proposed warehouse storage use is consistent with the purpose of the Light Industrial Zoning District; b. The site is not located within an archeo-sensitive area; c. The parcel is located within the major subdivision of The North Fork Industrial Park approved in January of 2005. The parcels to the north and east are zoned Light Industrial (LI). The parcel to the south and west (across Depot Lane and County Route 48) are zoned Agriculture Conservation (AC). d. The parcel is located directly north of County Route 48; a New York State Scenic Byway. The road possesses rural, scenic qualities identified as important to the Town and community. To mitigate impacts to the view shed from the expected build out, the Planning Board required a 100' vegetative buffer on this parcel abutting County Route 48 as a condition of approval of the subdivision in 2005. Over the years, the buffer has been encroached upon, however, the proposed action includes a plan to restore and re-vegetate the areas to the required width. Adverse visual impacts to the scenic view sheds by constructing large structures will be partially minimized by the maturity of existing vegetation within the buffers and restoration of the buffers thereby protecting the scenic resource. V: Planning Board items to consider: 1. Consider and accept the recommendations of the LWRP; 2. SEQR Determination at tonight's Public Meeting; 7 3. Require the applicant to.- a. o:a. Obtain approval from the SCDHS; b. Provide all required items on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. i. Provide all requirements as specified by the Town Engineer: ii. Remove any and all reference to "land bank" parking spaces if they are not going to meet the definition of land bank parking; iii. Provide a revised Photometric Plan consistent with Chapter 172 and the analysis above for exterior lighting. A previously approved photometric plan will be provided as an example. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed above is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. 8 State Environmental Quality Review NEGATIVE DECLARATION Project Number: SCT #1000-96-1-1.3 Date: December 7, 2020 The Town of Southold Planning Board as lead agency has determined that the proposed action described below will not have a significant adverse impact on the environment. This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. Name of Action: North Fork Storage#3 Location: 65 Commerce Drive, LLC SEQR Status: Type 1 Unlisted Scoping: No m_„X__ Yes_ If yes, indicate how scoping will be conducted: Description of Action: This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Reasons Supporting This Determination: ® Impact on Land The parcel is zoned Light Industrial (LI). The purpose of the district is defined as: "to]3roWcle an op1gor~tunity for- business and indusir•iral uses on sn?aller~ lots than would be a1-)])rAo1-)r^icrle for the LIC)Light Indt-rstrpicrl Park/Planned Clffrce Park Districl. ” 5EQR Enyffonine tal,Assessment Pae 12 1..?er en'bow' 7, ')0'Y) The parcel is located within the major subdivision of The North Fork Industrial Park created in January of 2005. The parcels to the north and east are zoned Light Industrial (LI). The parcel to the west (across Depot Lane) is zoned Agriculture Conservation (AC). The intent of the applied zoning is to develop the area with light industrial uses. The proposed warehouse storage use is consistent with the above purpose of the zoning district. The land uses surrounding the parcel include light industrial and active agriculture to the north, south and east. An arterial road; Suffolk County Route 48 (SC 48) occurs to the south and beyond that, agriculture and drainage infrastructure. Adverse impacts to land are expected to be low. 2. Impacts on Surface Water There are no surface waters within the vicinity of the parcel. Compliance with Chapter 236 Storm Water Management of the Southold Town Code will be required to manage storm water. The control of storm water will be achieved on-site through the installation of 16 drywells. Construction activities will be controlled through the installation of a concrete washout area and silt fencing. Adverse impacts to surface waters are expected to be low. 3. Impact on Groundwater 1. Water Supply: The parcel is located over the Nassau—Suffolk Sole Source aquifer. The test well indicates that groundwater was not encountered at 17'. Note the test hole data is from 2004. No known construction limitations due to groundwater exist on-site. The total calculated design density flow is 2,243 G.P.D. for the parcel. The proposed office is estimated to use 18 G.P.D. The storage buildings will not contain potable water or sanitary facilities. The total calculated flow does not exceed 600 GPD per acre and complies with Article VI of the Suffolk County Sanitary Code. The increase in G.P.D. sanitary flow is not significant. The impacts from sanitary waste disposal on groundwater are expected to be low, To minimize nutrient and pesticide loading into groundwater, the Planning Board will require the following best management practices (BMP) for landscaped areas on fertilizer and pesticides as recommended by the LWRP CCR. a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximurn of 1 lb. of nitrogen per 1000 square feet in any one Ei7`111V i ro iinieiit�i I Assessinem Page 13 December 7. 2020 application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1St and April 1St. e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. The BMP's are noted on the Erosion Control and Planting Plan. Native plants will be installed on site and consist of 24 northern red oak, 146 blue spruce, 5 flowering dogwood and 11 lowbush blueberry. To further protect groundwater it is expected that the Southold Town Engineer will require New York State Department of Transportation (NYSDOT) Specification RCA in design. The expected adverse impacts to groundwater quality are expected to be low. 4. Impact on Flooding The action is not located within a floodway, 100-year floodplain or 500-year floodplain. Drainage will be controlled via on-site control structures pursuant to Chapter 236 Stormwater Management of the Southold Town Code. The site is noted as being well- drained currently. Adverse impacts on flooding are expected to be none too low. 5. Impacts on Air Air pollution can harm human health, and damage elements of the ecosystem. Exposure to air pollution is associated with numerous effects on human health, including pulmonary, cardiac, vascular, and neurological impairments. No significant emissions from the use are proposed. The movements of vehicles on site are capable of causing low levels of fugitive dust during construction of the buildings. Once the site is developed, the majority of the land area will be paved or occupied by buildings and impervious. Fugitive dust generated from construction is expected to be periodic and low. Adverse impacts on air as a result of this action are expected to be low. ( -. n�,_ . `l December 7, 2020 SE REnvit�����i�a�.n��r,N Assessment, 6. Impacts on Plants and Animals The parcel is not located within a New York State Department of Environmental Conservation Critical Environmental Area or a New York State Department of State Significant Fish and Wildlife Habitat Area. The site is mostly cleared and no si qtr 1 tcw1_�t removal or destruction of largequantities of vegetation would occur as a result of this action. A 100' wide vegetated buffer occurs along the south and west property boundaries. A 5' wide planted buffer is proposed along the north and a portion of the east property line. The NYSDEC Environmental Mapper was consulted and the parcel is located within a rare plants and animals environmental designated area. The parcel area is in the vicinity of"bats listed as endangered or threatened". This refers to the northern long-eared bat (NLEB) (Myotis septentrionalis). It is recommended that the applicant contact Ms. Michelle Gibbons at the NYSDEC Regional Office 631-444-0306 to determine possible occurrence and discuss regulations pertaining to the species. Species on-site are expected to be transient or those indicative of neighborhood settings. Significant, adverse impacts to ex i s fij iw plants and animals are expected to be none too low, Due to the current use of the parcel, the occurrence of protected plants and animals on site is expected to be low. 7. Impact on Agricultural Resources The parcel is not designated an Agricultural District Suffolk 01. The Suffolk County Soil Survey (1975) identifies parcel soils as Haven Loam (HaA) and Plymouth Loamy Sand (P1B). Haven Loam soils are indicative of outwash plains, level and have slight erosion potential. The soil is well suited for all crops. The soil Plymouth Loamy Sand (P1B) is indicative of outwash plains and is fairly well suited for crops. The potential of erosion is slight. Areas of prime and statewide importance agricultural soils will be impacted and lost with the development of this site. The loss of soils is inevitable with the proposed light industrial use which requires large buildings and areas of pavement. The permanent loss of agricultural soils will result if the action is approved, however, the loss will not be significant. 8. Impacts on Cultural/Archeological Resources 111 The site will be disturbed through development of the parcel, including impact to soil layer structure. The NYS Cultural Resource System (CRIS) was referenced and it was determined that there are no archeological or cultural resources occurring on or near the parcel. Expected impacts to cultural/archeological resources are therefore, expected to be none to low. 5SF f"iivironpicgtal Assessillent Page 15 Decenibei7. 202,0 9. Impacts on Aesthetic Resources The parcel is located north of Suffolk County Route 48 (SC Route 48), a New York Scenic Byway. To mitigate impacts to the view shed from the expected build out, the Planning Board required a 100' vegetative buffer on the parcel abutting SC Route 48 and on DepoL Lane as a condition of approval of the subdivision. The buffer has been encroached; however, this proposal includes plans to restore the area with blue spruce trees. Since establishment, the buffer has developed into an effective screen of the large buildings already constructed in the zone. Adverse impacts to the view-shed will be largely minimized by the vegetative buffers. Adverse impacts to aesthetic resources are expected to be low. 10. Impact on Open Space and Recreation The site does not currently offer public recreational opportunities. Future recreational opportunities could be achieved, however, due to the zoning and location; the likelihood of the land area being converted for recreational use is low. 11. Impact on Critical Environmental Areas The site is not located within the NYSDEC Critical Environmental Area. 12. Impact on Transportation The storage building use is not a large vehicle trip generator. Primary access to the site is achieved over Depot Lane from SC Route 48, a signalized intersection and over Commerce Drive. Access can also be achieved to the site over Oregon Road; a secondary road to the north of the parcel. A negligible increase in vehicle trip generation over existing conditions on Depot Lane and Commerce Drive is expected. A total of 94 parking spaces are required and 18 are provided including 2 ADA spaces. Seventy-six parking spaces are proposed to be land banked. Adverse impacts to transportation/traffic are expected to be low, 13. Impact on Energy The storage facility is not expected to create a moderate to large demand on energy. Energy use will be reduced through the use of dark sky compliant LED Model WPLED18Y 3000K lighting with operation from dusk to 10:00PM. Solar panels will be installed on the buildings to reduce energy consumption and costs during Phase 3 of project. liDecember 7 2020 e Ci 1 T lw �tc�tcnl�zITl, .t� ssn� nl Energy use is expected to be low.. 14. Impact on Noise, Odor, and Light Noise currently results from normal activities associated with the use on-site. Noise resulting from the construction exceeding ambient levels is expected to be short term in duration and periodic. Noise from the operation of the facility is not expected to adversely affect receptors. Odors capable of affecting the quality of life or health of employees from the construction or operation of the proposed action are not expected. A Site Lighting Plan (2020) has been submitted. Dark sky approved LED 3000K wall packs are proposed to operate between dusk and 10:00PM. Lighting on site will comply with Chapter 172. Lighting, Outdoor in the Southold Town Code and will not adversely impact adjacent properties or the night sky. Adverse impacts on noise, odor, and light are expected to be low. 15. Impact on Human Health No substantial hazard to human health is expected to occur as a result of this proposed action. Storm water is expected to be adequately controlled on site pursuant to a Chapter 236 Stormwater of the Southold Town Code. Adverse impacts to human health are expected to be low. 16. Consistency with Community Plans The action is not in significant conflict with the Southold Town Comprehensive Plan (2020). On September 4, 2019, the Suffolk County Planning Commission approved the action with several comments including the use of an I/A OWTS,Natural Vegetation and Green Methodologies, Dark sky lighting and alternative energy. The action was recommended as CONSISTENT with the Town of Southold Local Waterfront Revitalization Program Policies in a September 19, 2019 memorandum. The Southold Architectural Review Committee reviewed the action and approved it with the recommendation that the vegetated buffer be re-established/reinforced. The action is consistent with community plans. 17. Consistency with Community Character The character of the community is comprised of light industrial uses and active agriculture. The Town of Southold landfill occurs to the east of the parcel and operates as a transfer station. This area contains one of the highest numbers of industrial business in Town. l (" ._ . 1U"�nvrrrarrti;:ucanlaD Assess:nt�r�rt Pae 17 Decernber 7 3020 One fire hydrant will be required at the intersection of Commerce Drive and Corporate Drive as determined by the Cutchogue Fire District. The proposed action is not expected to create moderate to large demand for additional community services (police and fire). The use will not house school age children, no impact would occur to the public schools. The proposal is not significantly inconsistent with the community character of the area. For Further Information: Contact Person: Mark Terry, AICP, Assistant Town Planning Director Address: P.O. Box 1179, 5309 State Road 25, Southold,New York 11971 Telephone Number: 631-765-1938 A goncy Use Only[If app licaWel Full Environmental Assessment Form Project, I North Fork Self Storage#3 Part 2-Identification of Potential Project Impacts Dak", 1,2020 Part 2 is to be completed by the lead agency. Part 2 is designed to help the lead agency inventory all potential resources that could be affected by a proposed project or action. We recognize that the lead agency's reviewer(s)will not necessarily be environmental professionals. So,the questions are designed to walk a reviewer through the assessment process by providing a series of questions that can be answered using the information found in Part 1. To further assist the lead agency in completing Part 2,the form identifies the most relevant questions in Part I that will provide the information needed to answer the Part 2 question. When Part 2 is completed,the lead agency will have identified the relevant environmental areas that may be impacted by the proposed activity. If the lead agency is a state agency and the action is in any Coastal Area,complete the Coastal Assessment Form before piuceeding with this assessment Tips for completing Part 2: 0 Review all of the information provided in Part 1. 0 Review any application,maps,supporting materials and the Full EAF Workbook. 0 Answer each of the 18 questions in Part 2. 0 If you answer"Yes"to a numbered question,please complete all the questions that follow in that section. 0 If you answer"No"to a numbered question,move on to the next numbered question. 0 Check appropriate column to indicate the anticipated size of the impact. 0 Proposed projects that would exceed a numeric threshold contained in a question should result in the reviewing agency checking the box"Moderate to large impact may occur." 0 The reviewer is not expected to be an expert in environmental analysis. 0 If you are not sure or undecided about the size of an impact,it may help to review the sub-questions for the general question and consult the workbook. 0 When answering a question consider all components of the proposed activity,that is,the "whole action". a Consider the possibility for long-term and cumulative impacts as well as direct impacts. 0 Answer the(luestwn in a reasonable manner cL)�isidcrfiig the scale and context of the project, I Impact on Land Proposed action may involve construction on, or physical alteration of, ONO OYES the land surface of the proposed site. (See Part 1.D.1) If"Yes", answer qu�.tio �a J. I move on to Section 2. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur�............ occur.... a.The proposed action may involve construction on land where depth to water table is E2d W1 El less than 3 feet. b.Theproposed action may involve construction on slopes of 15%or greater. Elf c.The proposed action may involve construction on land where bedrock is exposed,or Eta El generally within 5 feet of existing ground rf suace. . ........... ——--_-- d.The proposed action may involve the excavation and removal of more than 1,000 tons D2a 0 E] of natural material. e.The proposed action may involve construction that continues for more than one year Dle El or in irlulfiple phases. ................ ........................... f.The proposed action may result in increased erosion,whether frorn physical D2e, D2q FO El disturbance or wry.getaikm removal (induding from treatment by herbicides). g.The proposed action is,or may be, located within a Coastal Erosion hazard area. Bli .......... _1111.......----—----------- ---- h. ---h. Other impacts: ................. ......................................... . ..................... ---------..................... .......... ..................... ............. ..........................-------......"I'll.... 111-11— ......... ........ Page I of 10 FEAF 2019 2. Impact on Geological Features The proposed action may result in the modification or destruction of, or inhibit access to, any unique or unusual land forms on the site(e.g., cliffs, dunes, NO ❑YES minerals, fossils, caves). (See Part 1. E.2.g) If'"Yes", answer questions a-c. 11""No move on to Section 3, ...Rete..........- elevant No,or Moderate Part I small to large Question(s) impact impact may r r ............ a.Identify the specific land form(s)attached: .... ..................... Egg ........... ............. ............ b.The proposed action may affect or is adjacent to a geological feature listed as a E3c IJ Ell registered National Natural Landmark. Specific feature: ............. to c. Other impacts;......... ......... .......... 3. Impacts on Surface Water The proposed action may affect one or more wetlands or other surface water NO ❑YES bodies(e.g., streams,rivers,ponds or lakes). (See Part 1. D.2, E.2.h) It'"Yes", answer auestions a-L If"No", move on to Section 4, Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may create a new water body. D2b,DIh C tm b.The proposed action may result in an increase or decrease of over 10%or more than a D2b 10 acre increase or decrease in the surface area of any body of water, c.The proposed action may involve dredging more than 100 cubic yards of material D2a ID from a wetlandorwater body. . ............... d.The proposed action may involve construction within or adjoining a freshwater or E2h L::1 —tidal wetland,or in the bed or banks of;any other water body'. e. The proposed action may create turbidity in a waterbody,either fi-orri upland erosion, D2a,D2h D El runoff or by disturbing bottom sediments. ........... f.The proposed action may include construction of one or more intake(s)for withdrawal D2c of water from surface water. g.Theproposed action may include construction of one or more outfall(s)for discharge D2d of wastewater to surface Nvaler(s) h.The proposed action may cause soil erosion,or otherwise create a SOLII-ce of D2e stormwater discharge that may lead to siltation or other degradation of receiving water bodies. ......................... .............. --------- ................ i.The proposed action may affect the water quality of any water bodies within or E2h downstream of the site of the pr�,,1,)osed action. j. The proposed action may involve the application of pesticides or herbicides in or D2q,E2h around any water body. ................. L The proposed action may require the construction of new,or expansion of existing, Dla,D2d wastewater treatment facilities. .............. Paye 2 of 10 1.Other impacts: ❑ '::!i 4. Impact on groundwater The proposed action may result in new or additional use of ground water, or NO YES may have the potential to introduce contaminants to ground water or an aquifer. (See Part 1. D.2.a, D.2.c, D.2.d,D.2.p,D.2.q,D.2.t) If"Yes", answer questions a-h. If"No", move on to Section 5. Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may require new water supply wells,or create additional demand D2c l ❑ on supplies from existing water supply wells. b.Water supply demand from the proposed action may exceed safe and sustainable D2c ❑ withdrawal capacity rate of the local supply or aquifer. Cite Source: c.The proposed action may allow or result in residential uses in areas without water and Dla,D2c ® ❑'' sewer services. d.The proposed action may include or require wastewater discharged to groundwater. D2d,E21 IT IT mmmmmmmmmmm 0 ❑ e.The proposed action may result in the construction of water supply wells in locations D2c,Elf, 0 ❑' where groundwater is,or is suspected to be,contaminated. Elg,Elh f.The proposed action may require the bulk storage of petroleum or chemical products � D2p,E21 over ground water or an aquifer. g.The proposed action may involve the commercial application of pesticides within 100 E2h,D2q, V1 ❑ feet of potable drinking water or irrigation sources. E21,D2c h. Other impacts: _ —_ ......... ® ❑ .... .. 5. hpact �Flooding loodin g� � � do may result in development on land..s..subject to floodingVINO DYES (See Part 1. E.2) . . .._.... ... . .._._ ". 6. If Yes answer arestrons a I No", move on to Section _ Relevant No,or Moderate Part 1 small to large Question(s) impact impact may may occur occur a.The proposed action may result in development in a designated floodway. E2i I7 [;'! b.The proposed action may result in development within a 100 year floodplain. E2j c.The proposed action may result in development within a 500 year floodplain. E2k ❑ d.The proposed action may result in,or require,modification of existing drainage D2b,Me _ patterns. e.The proposed action may change flood water flows that contribute to flooding. D2b,E2i, E2°,E2k f. if there is a dam located on the site of the proposed action, is the dam in need of repair, E l e or upgrade? ...... Page 3 of 10 g.Other impacts: .. ..... 0 ;:I [ I 6. Impacts on Air The proposed action may include a state regulated air emission source. ®NO ®YES (See Part 1. D.2.£, D.2.h, D.2.g) If"Yes", answer questions a-f. If"No", move on to Section 7. ,. ... Relevant .... No,or Moderate ..._ Part I small to large Question(s) impact impact may may occur occur a.If the proposed action requires federal or state air emission permits,the action may also emit one or more greenhouse gases at or above the following levels: i. More than 1000 tons/year of carbon dioxide(CO,) D2g t_i ii. More than 3.5 tons/year of nitrous oxide(NCO) D2g iii.More than 1000 tons/year of carbon equivalent of perfluorocarbons(PFCs) D2g =" iv.More than .045 tons/year of sulfur hexafluoride(SF6) D2g n v. More than 1000 tons/year of carbon dioxide equivalent of D2g hydrochloroflourocarbons(HFCs)emissions vi.43 tons/year or more of methane D2hi b.The proposed action may generate 10 tons/year or more of any one designated D2g Fj rn hazardous air pollutant,or 25 tons/year or more of any combination of such hazardous air pollutants. c.The proposed action may require a state air registration,or may produce an emissions D2f,D2g ❑ n rate of total contaminants that may exceed 5 lbs.per hour,or may include a heat source capable of producing more than 10 million BTU's per our. — d.The proposed action may reach 50%of any of the thresholds in"a"through"c", D2g D above. e.The proposed action may result in the combustion or thermal treatment of more than 1 D2s F1 ton of refuse per hour. f.Other impacts: ................................ ....-. 7. Impact on Plan.............. ... ., _wwwwwww........................ � ........ is and Animals The proposed action may result in a loss of flora or fauna. (See Part 1. E.2. m.-q.) [:]NO ®YES If 1 es answeruestions a t 11 'No,move o?z to SeLtiO77 8. q — .. ............. _..... .... .. ..... .... .........,._ Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.The proposed action may cause reduction in population or loss of individuals of any Ego �' ❑ threatened or endangered species, as listed by New York State or the Federal (Tovernment,that use the site,or are found on,over,or near the site. b.The proposed action may result in a reduction or degradation of any habitat used by Ego ❑ ❑ any rare,threatened or endangered species,as listed by New York State or the federal liovernment. c.The proposed action may cause reduction in population,or loss of individuals,of any E2p species of special concern or conservation need,as listed by New York State or the Federal government,that use the site,or are found on,over,or near the site d. The proposed action may result in a reduction or degradation of any habitat used by E2p El any species of special concern and conservation need, as listed by New York State or the Federal government. Page 4 of 10 e.The proposed action may diminish the capacity of a registered National Natural ER fel ❑ d to rrote�.:t. Landmark to sn r�r.ra•t the binl��, '� 1. ....� � I l. tical communid it was establrshe_..,_ -_ ........ _ �_. _ ....... f.The proposed action may result in the removal of,or ground disturbance in,any E2n ❑ portion of a designated significant natural community. Source: g - g ... y predominant species that occpy or use the project E2m ❑ Theproposed action may substantial] interfere with nesting/breeding,foraging,or over-wintering habitat for the 'ect site. h.The proposed action requires the conversion of more than 10 acres of forest, Elb ID grassland or any other regionally or locally important habitat. Habitat type&information source: i.Proposed action(commercial, industrial or recreational projects,only)involves use of D2q ❑ herbicides or pesticides. j.Other impacts: ❑ ❑ 8 Impact ls Thproposd action may impact agricultural resources. (See Part 1. E.3.a. and b.) [:]NO YES m move on to Section 9 1`�.�. �Y r tri�trorzs a-h. If"No A..m.-_,. i' fes', answem ...,_ ....._.�..._.. .. .. ..... -..- Relevant No,or Moderate Part 1 small to large Question(s) impact impact may ccur a.The ..� ..., ..�. ..���..�..._��.. .�... ....�.... mrw occur o proposed action may impact soil classified within soil group 1 through 4 of the E2c,E3b NYS Land Classy w�stcin. b.The proposed action may sever,cross or otherwise limit access to agricultural land El a,Elb ❑ ❑ (includes cropland,hayfields,pasture., vine.)card,orchard,etc). c.The proposed action may result in the excavation or compaction of the soil profile of E3b ❑ ❑ _active agricultural land. d.Theac osed ro ..._.. p p tion may irreversibly convert agricultural land to non-agricultural Elb,E3a ❑ ❑ uses,either more than 2.5 acres if located in an Agricultural District,or more than 10 acres if not within an Agricultural District. e.The proposed action may disrupt or prevent installation of an agricultural land EI a, Elb ❑ ❑ tar snag rnent system. f.The proposed action may result,directly or indirectly, in increased development C2c,C3, ❑ potential or pressuire on farmland. D2c,D2d g.The proposed project is not consistent with the adopted municipal Farmland C2c ❑ ❑ Protection Plan,. h.Other impacts: . ❑ Page 5 of 10 9. Impact The on the Aestheticproposed.••__.. �� � Resources land action are obviously different from, or are in [:]NO ®YES sharp contrast to, current land use patterns between the proposed project and a scenic or aesthetic resource. (Part 1.E.La, E.Lb, E.3.h.) �f "Yes", answer, f"No", Section 10 Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.Proposed action may be visible from any officially designated federal,state,or local E3h IBJ scenic or aesthetic resource. b.The proposed action may result in the obstruction,elimination or significant E3h,C2b ❑ l screening of one or more officially designated scenic views. c.The proposed action may be visible from publicly accessible vantage points: E3h i. Seasonally(e.g.,screened by summer foliage,but visible during other seasons) 0 ❑ ii.Year round ❑ El d.The situation or activity in which viewers are engaged while viewing the proposed E3h action is: E2q, i. Routine travel by residents,including travel to and from work ® ❑ Elc ii.Recreational or tourism based activities ® r] e.The proposed action may cause a diminishment of the public enjoyment and E3h ❑ appreciation of the designated aesthetic resource. f. There are similar projects visible within the following distance of theproposed D1 a,Ela, (� project: Dlf,Dlg 0-1/2 mile '/-3 mile 3-5 mile 5+ mile g.Other impacts: 10. The proposed iact on may occur in or adjacent to a historic or archaeological Archeological Resources y � g al F,—/]NO YES resource. (Part 1. E.3.e, f. and g.) If tion answer swer quess a- e. If "No", go to Seclion 11. -.-,m-..-.... t...... � - .. .___•-Relevant No, ....o .... ..... r Moderate Part I small to large Question(s) impact impact may ---- occur a. The proposed action may occur wholly or partially within, or substantially contiguous to, any buildings,archaeological site or district which is listed on the National or De J State Register of Historical Places, or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Pie istcr of hn istoe Placcs. b.The proposed action may occur wholly or partially within,or snhstantially contiguous E3f to,an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory,. c.The proposed action may occur wholly or partially within,or substantially contiguous E3g Li to,an archaeological site not included on the NY SHPO inventory. Source: Page 6 of 10 d.The proposed action may result in loss of an area now used informally by the C2c,E I c ` 13 m Impact nTransportation The proposeda may result in a change to existing transportation systems. [:]NO YES (See Part 1. D.2.j) If s a f If"No", �o to Section-14, "Yes answe��questions....... ...... ,. .. _- - —.� �.�...., _...,-_____ ...... �.. .�.0 ,-... Relevant No,or Moderate Part I small to large Question(s) impact impact may may occur occur a.Projected traffic increase may e ;u as.d n e t - 2j ...._ _ y exceed capacity of existm,g �.twvcst°k. D2j ® ❑ b.The proposed action may result in the construction of paved parking area for 500 or D2j ❑ ❑ more vehicles. c.The proposed action will degrade existing transit access. D2j ❑ El d.Thero .,,.... p posed action will degrade existing pedestrian or bicycle accommodations. I D2j e.Theos ro p p ed action may alter the present pattern of movement of people or goods. I D2j ® ❑ f. Other impacts: ..._ ....... _ ..,..._n•.. ❑ 14. Impact Ener ........_ p Energy The proposed action may cause an increase in the use of any form of energy. [:]NO ©YES (See Part 1. D.21) If sw q a-e. I No oto Section 15.I `Yes an.......eY a�estiorrs _..._ _ -. �.... R� ........_ Relevant No,or Moderate Part I small to large Question(s) impact impact may ma oy ccur occur a.Theproposed action will require a new,or an p 0 rade t an existiniZu substation. D2k El ❑ b.The proposed action will require the creation or extension of an energy transmission Dlf, ❑ El. or supply system to serve more than 50 single or two-family residences or to serve a Dlq,D2k commercial or industrial use. c.The proposed action on may utilize more than 2,500 MWhrs per year of electricity. D2k El ❑ d.The proposed action may involve heating and/or cooling of more than 100,000 square I DI ❑ ❑ feet of building area when completed. e.Other Impacts; Kilowatt increase. 15. Impact on Noise, Odor, and Light m.. proposed n may increase result in an ' noise, odors, or outdoor lighting. [:]NO ©YES (See Part 1. D2.m., n., and o.) I1"3'es answer questionswa f. 1" Noy go to Section 16, _ Relevant No,or Moderate Part 1 small to large Question(s) impact impact may ........ _... -_. ._ _. may occur occur a.The proposed action may produce sound above noise levels established by local D2m ❑ ❑ regulation. b,The proposed action may in blasting �•.. y .... � ❑... .... . p p g within 1,500 feet of an residence, D_m. Eld 1 censeuy c� -SiJ -, hone. hospital.ul. schooI..t._.__licensed d re center,or nuu.. .... mm..._.. ... c.The proposed action may result In routine odors for more than one hour per day. I.720 ❑ ❑ Page 8 of 10 The proposed action is not consistent with adopted land use plans. NO 17. Consistency with Community Plans p p � YES (See Part 1. C.1, C.2. and C.3.) _`Yes , answer qw lions a h. ff WN°"", go to Section 18 � .Relevant Noor W Moderate Part I small to large Question(s) impact impact may a.The proposed action's land use components m...r. rn�ay occur occgr p may be different from,or in sharp C2,C3,Dia Ima �k contrast to,current surrounding land use pattern(s). Ela,Elb b.The proposed action will cause the permanento ulation of the cit mm p p city,town or village C2 ❑ in which the proJI:ect is located to aodw' r5%. _ c.The proposed action is inconsistent with local7 land use plans or zoning regulations. C2,C2,C3 _ d.The proposed action is inconsistent with any Count plans,or other regional..Y .._.. land use C2,C2 ❑ ❑ Plans. e.The proposed action may cause a change in the density of development.._ that is not C3,Dlc, D LN supported by existing infrastructure or is distant from existing infrastructure. Did,Dlf, _ DI(],Elb f.The proposed action is y n an a located in characterized blow density development eC4Dm ° ._�.�. , 20,D2d �° Ej that will require new or expanded public infrastructure. D2j .. g.The proposed action may induce secondarydevelopment impacts(e.g.,residential or C2a � ❑ commercial development not included in the proposed action) h.Other: 18 Consistency w Community haracter The proposed proect inconsistent with the existing community character. W]NO � F]YES (See Part 1. C.2, C.3, D.2,E.3) L/ � o Par t 3 Relevant No,or Modera fey answer c ire stions a 1 No rr�ar.���^IAI t� _- ...: ...._ to Part I small to large Question(s) impact impact may 1113),occur_ occur a.The .' proposed action may replace or eliminate existing facilities,structures, or areas E3e,E3f,E3g ❑ of I community. b.The�sro.proposed action i t the com demand for additional community services(e � p p may create a ur ' g C4 ❑ l='� schools,police and fire) _ c.The proposed action may displacelow-income affordable or ow ncome housing in an area where C2, C3,3,Dlf ❑ C°.i there is a Oiort,age of such housing. Dig,E l a .......... � d.The proposed action may interfere with the use or enjoyment of officially recognized C2,E3 [J or desionated public resources. e.The proposed action is inconsistent with the predominant architectural scale and C?,C3 ❑ [ character. f. Proposed action is inconsistent with the character of the existing natural landscape. C2,C3 E1Elb ...... ..... 1"Ig,E2h g. Other impacts: ........... . ..... _.__ PRINT FULL FORM Page 10 of 10 Elizabeth Thompson,Chairperson Town Hall Annex Ronald McGreevy ' 54375 Route 25 Stephen Geraci '"� PO Box 1179 Reynolds duPont,Jr.,Fishers Island Liaison Southold,NY 11971 Anne Surchin,Historic Preservation Fax(631)765-6641 Commission Liaison " "� Telephone: (631)765-1892 www.southoldtownny.gov ------------- -, Town of Southold Architectural Review Committee RECEIVE[ Minutes November 5, 2020 at 4:OOp.m. Via a Zoom Based Webinar )oI d i)tla II 07 :nu n Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Stephen Geraci;Anne Surchin; Brian Cummings,Town Planner; Elizabeth Cantrell,Secretary The minutes for the February 6, 2020 meeting were approved,. Introduction: All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations,together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. Revised Site Plan Application: • NORTH FORK SELF STORAGE#3 SCTM#1000-96-1-1.3 Marty Kozmynka, property owner and Town Planner Brian Cummings presented this revised site plan for the proposed construction of two(2)two-story self-storage buildings at 53,800sq.ft. and 37,750sq.ft. which includes a 300sq.ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. The Committee approves the proposed project as it was submitted today. Motion made and Seconded. All Ayes. New Site Plan A licatlon: • OLDE COLONIAL PLACE RETAIL SCTM#1000-140-2-21 Darrel Baum,Architect and Town Planner Brian Cummings presented this site plan is for the proposed construction of a 4,500sq.ft. building to consist of four(4) retail units with full basement for storage and twenty-four parking stalls on 0.5 acres in the HB Zoning District. The Committee approves the proposed project with the recommendation of the addition of two more Sycamore trees to be planted along the street front for a total of five evenly spaced Sycamore street trees. Motion made and seconded. All Ayes. X,�z A- Elizabeth Cantrell, A.R.C.Secretary - 1 _ From: Cummings, Brian A. Sent: Friday, October 30, 2020 11:23 AM To: Michaelis, Jessica Subject: FW: Proposed Site Plan for North Fork Self Storage 3Jocalgcat 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 I J, I i I .. r From. Easton JamesV��reuiunWp Nu)< u(V Sent: Friday, October 30, 2020 10:58 AM To: Cummings, Brian A. Subject: Proposed Site Plan for North Fork Self Storage #3 located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1- 1.3 Proposed Site Plan for North Fork Self Storage #3 located at 65 Commerce Drive, Cutchogue SCTM#1000-96- 1-1.3. Brian, These storage buildings will need to be protected by a fire sprinkler system or be separated in a way that fire areas within the building do not exceed 2,500 ftz.. Thanks, James Easton Fire Marshal, Town of Southold t (W) 631-765-1802 w� q� PRI VELEGED AND CONFIDENTIAL COMMUNICATION tt CONFIDENTIALITYNOTICE: This electronic mail tranSnaiSSTon is intended only for the use of`the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. Ifyozr are not the intended recipient,you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of`this information is strictly prohibited. Ifyou have received this transmission in error,please notify the sender inunediately by e-mall and delete the original message. I OFFICE LOCATION: ��� � � �� x MAILING ADDRESS: Town Hall Annex r � �F P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephonet 631 765-1938 Southold, NY 11971a ' ^'kr � dzl r .. LOCAL WATERFRONT REVITALIZATION PROGRAM P(d) TOWN OF SOUTHOLD ........... °m G MEMORANDUM �, .— ......__ „ , ..._ CT 7 200 To: Donald Wilcenski, Chair �111nniina Iar Town of Southold Planning Board From: Mark Terry,Assistant Town Planning Director LWRP Coordinator Date: October 27, 2020 Re: North Fork Self Storage#3 SCTM#: 1000-96.-1-1.3 Zoning District—LI A similar project on this parcel was reviewed to the LWRP policies in September of 2019 and recommended as Consistent. The project has been amended to construct two (2)2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP. The parcel is located within the major subdivision of The North Fork Industrial Park approved in January of 2005. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner From: Baylinson, Lester � Sent: Tuesday, October 27, 2020 8:34 AM To: Cummings, Brian A. Cc: Michaelis,Jessica Subject: TM# 96.-1-1.3 ' - 1 ., a._. dw.. ...e-�.._�.. 2iau�u:.::ya: HI, North Fork Storage#3 TM#96.-1-1.3 No Violations at this time. OK LB. 1 OFFICE LOCATION: µ MAILING ADDRESS: Town Hall Annex 's p � � rm� P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) e ' � Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance InsPec' James Easton, Fire Marshal From: Brian Cummings, Planner Date: October 23, 2020 Re:. Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This revised site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. (in Laserfiche: Planning, Applications, Site Plans, Pending, 1000-96-1-1.3) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �' Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southol dtownny.gov � o ,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner Date: October 23, 2020 Re: Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this Site Plan Application to your committee for review and comments. This revised site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which i'ncl'udes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-96-1-1.3) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.s outhol dtownny.gov � '00UtVTY �.� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planner tc, 01 Date: October 23, 2020 Re: Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This revised site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ` Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) '"^ Telephone: 631 765-1938 Southold, NY www.southoldtowirmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 23, 2020 Mr. Matthew Martin c/o Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review - Proposed Site Plan for North Fork Self Storage #3 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 Dear Mr. Martin: The Site Plan Application described below is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. This revised site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls: Site Plan Application Site Plan OFFICE LOCATION: . MAILING ADDRESS: Town Hall AnnexjyjP.O. Box 1179 54375 State Route 25 �"� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , Southold, NY Telephone: 631 765-1938 www.s outh of dt o wnny.gov Co PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector James Easton, Fire Marshal From: Brian Cummings, Planner Date: October 23, 2020 Re:. Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This revised site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-96-1-1.3) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexo P.O. Sox 1179 54375 State Route 25 § Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � Telephone: 631 765-1938 www.s ou th of dt ownny.gov Zuz PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Planne rl�& Date: October 23, 2020 Re: Site Plan for North Fork Self Storage #3 Application Name: North Fork Self Storage #3 Tax Map Number: 1000-96-1-1.3 Location: 65 Commerce Drive, Cutchogue Type of Application: Sketch Subdivision Map (Dated: Preliminary Subdivision Map (Dated:, ^� Final Subdivision Map (Dated: Road Profiles (Dated: Grading and Drainage Plans (Dated: Other (Dated: Site Plan (Dated:) Revised/Amended Site Plan (Dated: 3/18 last rev. 7/29/201 Grading and Drainage Plans (Dated: Other (AS BUILT) (Dated: Project Descripti ars: This revised site plan is for the proposed construction, of two ( ) -story self-storage buildings at 53,800 sq. ft. and 37,730 sq. ft, which includes a 333 sq. tt, office; and 18 parking stalls on 3.7 acres in the dight. Industrial Zoning District. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex j � ��» ,: P.O. Box 1179 54375 State Route 25 � �' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) I „ Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: October 23, 2020 Re: Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This revised site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. OFFICE LOCATION: ,-, MAILING ADDRESS: Town Hall Annex so P.O. Box 1179 54375 State Route 25 �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) P Telephone: 631 765-1938 Southold, NY www.southoldtowirmy.gov coum PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, PlannerA�P_ Date: October 23, 2020 RE: Proposed Site Plan Application Review Request for Comments pursuant to Southold Town Code §280-131 SEQR Lead Agency Request Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. 'Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. North Fork Fork — 2 Self Storage#3 — Page 2 October 23, 2020 .. ._ ...., ... q ._ , Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: North Fork Self Storage #3 Address: 65 Commerce Drive, Cutchogue Tax Map #: 1000-96.-1-1.3 Requested Action: This revised site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft, which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial ,Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: Site Plan Application Form Site Plan(s) Environmental Assessment Form 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O. Box 1179 54375 State Route 25 ,� ` Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) . G " Southold, NY Telephone: 631 765-1938 vv w.southoldtownny.gov PLANNING ROARn OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planne Date; October 23, 2020 Re: Site Plan Application Review: • Request for Comments pursuant to Section A14-24, Suffolk County Administrative Code • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 IYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements from the Suffolk County Planning Commission that the Southold Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Planning Board Position: (x) This agency wishes to assume lead agency status for this action. Comments: Project Name: North Fork Self Storage #3 Address: 65 Commerce Drive, Cutchogue, Tax Map #: 1000-96.-1-1.3 Requested Action: This revised site plan is for the proposed construction of two (2) 2- story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Planner Southold Town Planning Board (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) • SCPC Referral Submission Cover Sheet Appendix A - County Referral For Appendix A—Suffolk County Planning Commission Guidebook Municipality: Southold Town Hamlet: Cutch cue Local Case Number: District: 1000 Section: 96 Block: 1 Lot: 1.3 Local Meeting Date: Application/Action Name: Public Hearing: Yes No Referring Aqer.cg: �... -. lyp eferqa-l: SEQRA Action: Draft EIS Positive Declaration Planning Board or Commission New EAF Final EIS Negative Declaration Zoning Board of Appeals Expansion Lead Agency Findings Town Board/Village Board of Modification Draft Scope Trustees Brief description of application or proposed action This revised site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; p k' g es in the Light Industrial Zoning District. and 18 ar In stalls on 3.7 acres _µ ITITIT Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of., A municipal boundary; The boundary of any existing or proposed county, state, or federal park or other recreation area; The right-of-way of any existing or proposed county or state road; An existing or proposed county drainage channel line; The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, The boundary of county,state, or federally owned land held or to be held for governmental use; The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision Zoning Ordinance or Map (Adoption or Amendment) Use Variance Code Amendment Area Variance Official Map Special Use Permitlxception/Conditional Use Moratorium Site Plan J Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements Additional Application Information Action Previously Referred to Suffolk County Planning Commission Yeas, No,l(If ye,, Date...._....................... ,) Adjacent Municipality Notified (see NYS GML 239 nn) Yens No N/A Located Within Long Island Pine Barrens Zone Yes No Workforce/Affordable Housing Yeas„ No N/A Energy Efficiency Yes No N/A Zoning Board of Appeals Approval Yes No N/A Suffolk County Department of Health Approval/Comments Yes No N/A New York State Dept,of Environmental Conservation Approval/Comments Yeas No N/A New York State/Suffolk County Dept. of Public Works Approval/Comments Yes No N/A Suffolk County Sanitary Code Article 6,Groundwater Management Zone- II Ill IV V VI VII VIII Contact Information Municipality Town of Southold Contact Name. Br„ion Cumruromgs Department/Agency: _Plan mqqDe a�r�„t .....e.. .,.,..,,.,.�.....�,,... ..-...—. Phone Number: 631-765-1938 Email Address:bean cumm!rLf1s n outhuagti:3.tty.u,rs Applicant: 65 Commerce Drive LLC Contact: Martin Kosmynka Name: pp Commerce Drive t ualr°hoaue NY 631-734-2177 A licant Address; 50..... .................. _... _. OFFICE LOCATION: I - MAILING ADDRESS: Town Hall Annex f%k SOr, � P.O. Box 1179 54375 State Route 25 �+ ' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) C Telephone: 631 765-1938 Southold,NY www.s outh of dt ownny-gov IS PLANNING -BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner Date: October 23, 2020 Re: Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This revised site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-96-1-1.3) SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN OF SOUTHOLD,NEW YORK 11971 TOWN HALL - 53095 MAIN ROAD (631)-765-9015 Tel. (631)-765-1560 ax L i 191P @ r 2u4Y � � )YI� ..., ,.F m ......... ... OFFICE OF THE ENGINEER NOV3 0 2(320 1 TOWN OF SOUTHOLD .�d°.NkCH+t1�x G' z'v�r1 N&I NupoaircN Brian Cummings November 19, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: North Fork Self Storage #3 SCTM #: 1000 — 096. — 01 — 1.3 Dear Mr. Cummings: As per a request from your office, I have reviewed the Preliminary Site Layout North Fork Self Storage#3 prepared by Kenneth H. Beckman, L.S., dated March 2018, last revised on 7/29/20 and the Erosion Control and Planting Plan North Fork Self Storage#3 prepared by Kenneth H. Beckman, L.S., dated March 2020, last revised on 7/29/20. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. The test hole shown on the plan is not located on the subject parcel. Submit a revised plan with a current test hole taken from the parcel to be developed. 2. Revise the plan to note the section of Belgian Block curbing on Commerce Drive that will be removed to construct the asphalt apron. 3. The drainage structures shown at the entrance and exit to the proposed development are located in the center of the pavement. Revise the drainage design to ensure that all stormwater runoff is captured and infiltrated and that no runoff is allowed to flow onto Commerce Drive. 4. The Drywell Detail contains a note "See Plan For Appropriate Casting". The plan contains no casting notes and all drywells are shown on the plan with a solid black circle but no legend indicating what this symbol represents. Revise the plan to indicate what castings will be used on each structure. I recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 5. Indicate the location of the construction entrance on the plan and ensure that the proposed construction entrance matches the details provided by the "Stabilized Construction Entrance Details". If you have any questions regarding this review, please contact my office. Sincerely, J Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: AIAILING ADDRESS: Town Hall Annexr� P.O. Box 1179 rg so 54375 State Route 25 \\ mSouthold, NY 11971 (cor. Main Rd. &Youngs Ave.) , Southold, NY , Telephone: 631 765-1938 www.southoldtow-nny.gov �ouPLANNING BOARD OFFICE �m , TOWN OF SOUTOL September 15, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re; Public Hearing — North Fork Self Storage #3 50 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: A Public Hearing was held by the Southold Town Planning Board on Monday, September 14, 2020 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman OFFICE LOCATION: Vnac MAILING ADDRESS: Town Hall Annex ) )� UP.O. Box 1179 54375 State Route 25 �' �`� / ` ,w Southold, NY 11971 (car. Main Rd. &Youngs Ave.) Southold, NY , Telephone: 631 765-1938 www.southoldtownny.gov OFFICEPLANNING BOA-RD TOWN OF SOUTHOLD August 11, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: SEAR Classification & Set Hearing — North Fork Self Storage #3 65 Commerce Road, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 10, 2020: WHEREAS, this revised Site Plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District; and WHEREAS, the Southold Town Planning Board received a revised site plan application for the parcel referenced above and due to the substantial change in design, the action will be classified under SEQRA, redistributed for referrals and a public hearing will be held; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, September 14, 2020 at 6:02 p.m. for a Public Hearing regarding the Site Plan entitled "North Fork Orth_Fork Self Storage #3 Page 2 August 11, 2020 Self Storage #3" prepared by Kenneth H. Beckman, dated March 2018 and last revised July 29, 2020. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Postin 1Mailin included in the 1jacket alona, with the certified mailin-q receipts AND the signed green return receipt cards before 12:00 noon on Friday, September 11 2020. The sign and the post need to be returned to the Planning Board Office after the ublic hearin is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encl. Sccbrliissr.oti Without a Covet Leger � . °f C � o i i f' 11 x 0 2 0 Y y Iron ��A�ard Date: C) ,.. ... Comments: � � �Q �,� �m.. A. .. . � � „ Notice to Adjacent Property Owners North Fork Self Storage #3 65 Commerce Drive, Cutchogue, NY SCTM#1000-96.-I-1.3 (n, NV` X4. 96A-1. 4 X6. 96.-2-15 ,_, AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 047f) F�11 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in lace for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts 11 and every property which is across r "w M/4) 8 14,1 z 0 Your Nam (print) Sign ure Address Date ° Notary Pty"bli' Ci�ery!Simons Notary Pu blk,,,State Of NewYork Mo31-4 970 341 Oua,I'itied In Suffolk County Commission Expires February 4,20.e PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri., 9/11/20 Re: North Fork Self Storaqe #3 SCTM#s: 1000-96.1-1.3 Date of Public Hearing: Monday, September 14 2020 6:02 .m. AFFIDAVI`I~ OF MAJUNG RE: 65 Commerce Drive, Cutchogue,New York 11935 I have sent notices of hearing by certified mail-return receipt requested, the receipts of which are attached,to the owners of record of roperty w p which abuts and every property which is across e�pa:, from the property on k _.._ I also sent Agricultural Data Statements to Rose's Vineyard, LLC, Krupski Family Limited Partnership and Russell C. McCall by certified-return receipt, to the addresses set forth on the attached receipts on the same date. Your Nam� w .. .... ...� e (print) , .� X�L . . Address �,)UA-)L�L) Date Signat re; Notary Public DONNA Nft AHA' Notary jNjew York o Di' 0485 Siate 1�45OuaUfjed in sufjo�k Countyr ommi soon Exp4es Aug. 18, ZYP�l PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GRE#EN RETURN RECEIPT CARDS BY: Re: North1_`or1i Self Stora�.3 t' SCMT#'s 1000-96.-1-1.3 Date of Public Hearing `Sep ern!Nj 14 2020 r \ 11! 1 1191 1 i � m o r ��. 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Vl r� ` d` fi O.. :c3 r -f - � ., Cl) r r➢ I �hC) v,....,,. ur s C.'<} c f i r /� Lf] E r, > r ai 1, ai O .trE c a9 r> rs r� ei GLn L (a e➢ r�, .,� rssaYm as LL ) �.. in C o *r; r� ""a < Le_ OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 0f P.O. Box 1179 54375 State Route 25 �w Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) " . Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 11, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: SEAR Classification & Set Hearing — North Fork Self Storage #3 50 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 10, 2020: WHEREAS, this revised Site Plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,600 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 16 parking stalls on 3.7 acres in the Light Industrial Zoning District„ and WHEREAS, the Southold Town Planning Board received a revised site plan application for the parcel referenced above and due to the substantial change in design, the action will be classified under SEQRA, redistributE!d for referrals and a public hearing will be held; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning. Board sets Monday, September 14, 2020 at 6:02 p.m. for a Public Hearing regarding the Site Plan entitled "North Fork North Fork Self„atom#3 Page 2 August 11,-2Q-2-0 Self Storage #3" prepared by Kenneth H. Beckman, dated March 2018 and last revised July 29, 2020. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the lailing, included in the packet alon with the certified rrailin recei is AND the signed green return rcei t cards before 12:00 noon on Friday, September 11 2020. The sign and the post need to be returned to the Plannina Board Office after the public hearing: is closed.. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encl. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-96.-1-1.3; 3. That the property which is the subject of this application is located in the LI Zoning District; 4. This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District, Cutchogue; 5. That the files pertaining to this application are open for your information, by appointment only, during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Former Capital One Bank). If you have any questions, or would like to request an appointment you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet, 1. Go to the Town of Southold website www.southoldtownri .gov; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending",- 5. Pending";5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: ,1e iCaM(@SOILItlioldtowtiiiy,cgo 6. That a public hearing will be held on the matter by the Planning Board on Mo ndaY Se tember 14, 2020 at 6:02 m. virtually via the Zoom online platform; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to be heard at such hearing. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable. Written comments may y.gc be submitted via letter or email to: JessicaM soulholdtowrin.... Petitioner/Owner Name: S3S, LLC Date: 8/24/20 Notice to Adjacent Property Owners North Fork Self Storage #3 65 Commerce Drive, Cutchogue, NY SCTM#1000-96.-1-1.3 1. 95.-4-11 2. 96.-1-1.10 3. 96.-1-1.2 4. 96.-1-1.4 5. 96.-2-1 6. 96.-2-5 7. 96.-4-5 „�%i(l4 YU r/i�J".r/! � Q(/,rp^,Y`rf�/;".�l'/f/r�rlh/l�r, II�/y/�n rG�%�/��✓r./�j 1.;..,-?^ V .. .,.r mm, „<„ ,�' ' ,, ,;,r `, r r /�/;/ Y"A�>!�"n �„ r �yl///1.rr%'I ��f/;a/%r i7��I'r°''����r1 f/(✓�/ / �r / r / r /v J;1 f�"6j,�� /���!'�✓�/;r///flf!ir,( r// ,1 ;J) /?'r;; ��% ,J�ifYytrrlr � A !✓r!f�ri y, �`,�� � i, ��f���i,r/�y f��y,r, i i �1/����l�a/��i�,l � )�✓ !//�l�/,�iy��„ � � W I,". m•„aw o� x'l iv„��✓�s�yga��ll�rJ'f7 I��r� /d��l,�r)xb✓7�jf��'x„1Xt„+rN��/ ��A�i,✓A,�x 1.r I �j/fr �� !„,�,,,.i//I> /����a�Lj/ �,. p � r... "p ;r' � %, �"s�� r r �✓! y��'�i�%�✓ r��ri yri ✓�M'y�r��� bay ��f�r�l/�r� �� !x � � / r,,, _ r is 4r%%rf � ✓ �;""✓1 �/l�i�r l%,r��ryf✓'�d�rl/r�� I'")p��r `'V3� // r i�; t`t ” - �x r/ � '�y�ti l�M d' ” �'�rnxnl��//�j%r�^�F✓��i srjlyrro�id i�l��ji�ylli��� �i, Jr !✓�ry 1 it//i/%rlk✓U�4'�r/i b. r i ! � �, y�y �.,' x ",.: � ;i,.. �W ��r"'"b �•.r s�,��.. ��l !! ! ° � 'r� / AA k �yl r� r `✓✓�ikin ilpil � i � � #!" " "r •�r 4r��ry�/JJ�/d �`�°( f',� m. � r'�i YI���r�J i � Iw�r�� r i r' � . a� y ✓"a`� "awey A'.' �'�/y�y�,������1 r„��'��(J r yy�..��i� ry`dr , � ..5 U r�A rifi r/v/"�✓� ra6 y//-"r 3 a �'�• ^'� Map//r/�/i!y�r��✓ '✓ � R r � g r i � P • f �r .__ 0 �7✓9: ,k J'' �1 4 �� Iy u x p VI u r i A Y S I ,y . u h w `J , a ry s I // I HU Y}. HJ ' rya °' illi s TITO f ,ry a q __ .",,,, .. ... ......... ......_.� h er ly 11. �.... fir....... ��' z A ✓" �uv as a 'ia ,'�',,, ""',,���"" i o iir a 1. r sa r ry ;r m r V. i 4� w " h. s w, a ro i ? „ " g _ r �r r - ED _ x m 1 F W AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: S3S LLC Address: 65 Commerce Drive, Cutchogue NY 11935 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District, Cutchogue. Property Location (road and tax map #): 65 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-95.4-11: Krupski Family Limited Partnership, c/o Suzanne Maurino, 95 Laurel Hill Road, Northport, NY 11768 SCTM#1000-96.-2-5: Russell C. McCall, 275 Ted Turner Dr. SW, Atlanta, GA 30303 SCTM#1000-96.-4-4.3: Rose's Vineyard LLC, P.O. Box 914, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. . .............. Applicant/Agent Signature._._.. . � �...... .-------- Date 11 R {� r lYl 1- I � 1 • I Il r � / �IJa � 6 'r'W� 1n'.��IB Il I , n Iwo, I ly 11 / , ro mv p i pp � � •m� it I�Qt`J� I ��� � R '.6 N f� v w ar 'Y a I P ry• w w 1141 , 4 u , r udp, , �I �, I IM�i M �'�(� 5 r �' u� ��lll gar 3ma" iu��� I i a r r 1 #�,: !.. °.r F"J ,r✓ a "'� � � `k it 9,1 , a... ,•N,�' r / d� � �' � A i '; w 0`� .✓r'✓ ,�+ w f ,i �;✓ .�'`' +' pry w w f a✓ r' w `w,., �� u �, � r r � "fid ✓/ ! �' � a i sd / y ✓. ';Mrs`" ° a'a +�" F ✓ ✓J � �� ��°w f N, w h y' i` i rip n P . ✓ a ^^ i w q I I i i r AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 9/11/20 **.k„k*w..k'k 9A*.kr,vk*Ak-k****'k*k':kk-k*-k*kMA k*AF;+kak.k,.-:§'.Po"3t kiric*irtr irick'Irichir**ah**�****ir*k irhYickic*kzkk'k'*sl kie'&ic*�k**�&x'c F*'sF irirx Re: North Fork Self Storage #3 SCTM#s: 1000-96.-1-1.3 Date of Public Hearing: Monday, September14,_2020 , 6:02 p.m. Submission B fithout a Cove`- .Getter RECEIVEIII) o fli;I1 I if &hrGffw;r�"� oirc SCTM#: 1000 - �t Date: �4, () Comments: \j` �� OFFICE LCAI II ESS: Town Hall Annex1 SOP.O. Box 1179 54375 State Route 25 $'�`�' "� //1 Southold, NY 11971 (car. Main Rd. &Youngs Ave.) ` Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov leOUNTY,� PLANNING BOARD OFFICE TOWN OF SOUTOLD August 11, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: SEQR Classification & Set Hearing — North Fork Self Storage #3 50 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 10, 2020: WHEREAS„ this revised Site Plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,300 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 13 parking stalls on 3.7 acres in the Light Industrial Zoning District; and WHEREAS, the Southold Town Planning Board received a revised site plan application for the parcel referenced above and due to the substantial change in design, the action will be classified under SEQRA, redistributed for referrals and a public hearing will be held; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town. Planning Board sets Monday, September 14, 2,020 at 6:02 p.m. for a Public Hearing regarding the Site Plan entitled "North Fork North Fork Se...If Sto1 a Page 2 A_ gust 11, 2020 Self Storage #Y prepared by Kenneth H. Beckman, dated March 2018 and last revised July 29, 2020. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Postinq/Mailing, included in the packet,, along with the certified mailin recei is AND the si ned green return receipt cards before 12:00 noon on Friday, 'September 11 2020.. The sign and the post need to be returned to the Plannin Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encl. Southold Town PI'anni�uc hoard \ or Session. August 10 2020 — Page 2 ProjectName, XnY . Winery SCTM#:j 1000-75-7-1.4 Location: 50 South Harbor Road, Southold - j Description: This site plan is for an existing winery including ±4,833 sq. ft. of existing winery buildings, a 3,900 sq. ft. residence, 800 sq. ft. garage and 75 parking stalls pursuant to a stipulation of settlement. The winery includes two parcels totaling 14.06 acres of which 10.61 acres are planted with grapes in the A-C Zoning District_ Status: Pending Action: Update Attachments: Staff Report Project Name: North Fork Self Storage III SCTM#: 1000-96.-1-1.3 Location: 65 Commerce Drive, Cutchogue Description: This site plan is for the proposed construction of two (2) 2-story self- storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. Status: Pending Action: Update Attachments; Staff Report Project Name: Gentleman's Ridge & SCTM#:� 1000-17.-1-11.5 & 2.2 Mini Cedars Resubdivision Location: On the west side of Stephenson's Road +/- 800' north of NYSR 25 in Orient Description: This resubdivision proposes to transfer of 0.03 acres (1,307 sq. ft.) from SCTM#1000-17.-1-11.5 to SCTM#1000-17.-1-2.2 to provide the required well installation distance of 150' for the proposed I/A O1/VfS on the currently vacant Lot 2.2. As a result of this proposal, SCTM#1000- 17.-1-11.5 will decrease to 5.32 acres total and SCTM#1000-17.-1-2.2 will increase to 0.95 acres in the R-40 Zoning District. Status: New Application Action: Completeness Attachments Staff Report Project name: Liebert Standard Subdivision SCTM#: 1000-54-3-14.8 Location: On the east side of Hortons Lane, +/- 100' southeast of Jennings Road, Southold Description, This proposal is for the standard subdivision of a 2.43-acre vacant lot into two lots. where Lot 1 equals 54.134 sq ft. and Lot 2 equals 54,134 sq. ft. in the R-40 Zoning District. Status: Conditional Preliminary Plat Approval Action Final Plat Completeness Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Revised Application Date August 10, 2020 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date of Submission: May 29, 2018 Tax Map Number: 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial Il. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.7 acres Building size Building A — 37,750 sq. ft. Building B — 53,800 sq. ft. 91,550 sq. ft. total Timeline: May 29, 2018 - Submitted June 15, 2018 - Site Plan application found incomplete August 16, 2018 — revised site plans submitted September 10, 2018 — application found incomplete (obtain ZBA determination) February 26, 2019 - ZBA determination issued (see details below) February 26, 2019 — revised site plans submitted March 2019 — application found incomplete until 100' buffer was addressed May 2019 — meeting with applicant and Town representatives regarding 100' buffer June 2019 — revised site plan (conceptual) submitted restoring the 100' buffer July 2019 — revised site plan (engineered) including restored 100' buffer August 2019 — held and closed September 2019 — referral review; June 2020 — revised site plan application submitted Original Site Plan: This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 — story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 53 parking stalls on 3.7 acres in the Light Industrial Zoning District. I Revised Site Plan This site plan is for the proposed construction of two (2) 2-story self-storage buildings at 53,800 sq. ft. and 37,750 sq. ft. which includes a 300 sq. ft. office; and 18 parking stalls on 3.7 acres in the Light Industrial Zoning District. III: Analysis A. Existing: • Vacant except for outdoor storage of portable storage units and rental trucks on 3.7 acre parcel; i. Parcel created as part of the North Fork Industrial Park Major Subdivision approved January 2005; ii. 100' buffer required from CR 48 as part of subdivision map; • Surrounding land: i. Northeast: improved NF Self Storage on 3.1 acres in the LI zoning district; ii. Northwest: improved NF Self Storage on 1.1 acres in the LI zoning district; iii. CR48 to the south and Depot Lane to the west,- B. est;B. With reference to the revised Site Plan Application, the applicant has submitted the following: • $1,812.50 fee for the increase of 18,125 sq. ft. (x $0.10 per square foot); • A completed Full Environmental Assessment Form (FEAF); • Revised site plan, floor plan, landscape plan, building elevations and photometric plan, C. Proposed construction: • Two (2) 2 - Story storage buildings: • S'uildin — 37,750 sq. ft. 2 story (37' high at peak) storage building with a 300 sq. ft. office area and forty-two (42) overhead bay doors; 18,875 sq. ft. 1st floor (including 300 sq. ft. office) 18,875 sq. ft. 2nd floor • Building Q — (53,800 sq. ft.) 2 story (40' high) storage building with fifty- five (55) overhead doors; 26,900 sq. ft. 1St floor; 26,900 sq. ft. 2nd floor • 24.6% increase in floor area (+18,125 sq. ft.) 0 73,425 gross sq. ft. in original proposal 0. 91,550 sq. ft. revised site plan D. Parking Required: Office @ 1 per 100 sq. ft. 300 / 100 = 3 required Storage @ 1 per 1000 sq. ft. 91,250 / 1000 = 91 TOTAL stalls required = 94 TOTAL stalls provided = 18 striped (including 2 ADA), 76 stalls not to be striped (labeled as "landbanked"). Staff: the 76 stalls are shown on the plan as dashed lines and are not proposed to be striped, but will not be constructed as landscaping so the landbanked label should be removed; E. Access: • Two driveways to Commerce Drive @ 25' wide F. Bulk Schedule/Code Requirements: Light Industrial (LI) zone • Lot coverage 30% maximum allowed 28.1% proposed Landscape coverage 25% minimum required 36% proposed (including buffer areas) • 2005 North Fork Industrial Park Subdivision map i. 100' buffer required for frontage along CR 48 and Depot Lane Staff: the 100' buffer has been restored on the site plan and is proposed to be supplemented with ±100 evergreen trees as shown on the plan G. Exterior Lighting: a photometric plan is provided on sheet L-1 of the site plan packet; V: Planning Board items to consider 1. It is recommended that the following actions be taken for the revised site plan application detailed above: a. Find the revised application complete. b. Classify the action as Unlisted under SEQRA at tonight's public meeting. The action does not meet any of the definitions for Type II and does not exceed the threshold or meet the definitions for a Type I action; c. Set a public hearing for September 14, 2020 at tonight's public meeting; d. Refer the site plan to all interested and relevant agencies for comment; �R Submissiol-I Without a Cover setter . .µ... RECEIVED soul "H,)J(JTclvvn I N mfii Cr Subject: S-9-4� sway - SCTM#: 1000 - _ � Datc: Comments: 0L%J'FP + j, ccpNe \*eCOP1 _ .% '� t c t4, V2-. C clue Suhmissio,i Without a. Cover Lettef Subject: Gtr �= CI �r6�fl t�u)ld dOvvn „ �anrnunBar SC IMM 1.000 - Date: /0 Comments: &VC-sed 1514C Parl o Pre-4i�)-)Intik �m Cc)pi el- %7zz 1V22 A'3t3"*3 BOARD MEMBERS X\ * y — `�oia.hold Town Hall Leslie Kanes Weisman,Chairperson &Z " 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora t)f"lice Logatncn: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento coU Southold,NY 11971 µ.-........... . .. 1 , http://southoldtownny.gov E WED ZONING BOARD OF APPEALS C ° February 4, 2020 TOWN OF SOUTHOLD 2 uy 202 Tel.(631)765-1809•Fax(631)765-9064 Martin Kosmynka ann,.uth old 'towrn S3S LLC NannNng Board 65 Commerce Drive a....._............_.........�..�-....._._.._...._.._-___. .ro,�.,. Cutchogue,NY 11935 Re: De Minimus Request Denied, File# 7239 S3S LLC, Martin Kosmynka, 65 Commerce Drive, Cutchogue SCTM No. 1000-96-1-1.3 Dear Mr. Kosmynka; We are in receipt of your correspondence received January 29, 2020 requesting a de minimus approval to construct buildings for a self-storage business on the above referenced premises. In your letter,you indicated that during the site plan review process, the plains and layouts ofyour prior design have changed; and furthermore, you were told that you will need de nnninimus approval from the Goninng Board. I have reviewed your letter and the Zoning Board of Appeals determination.No. 7239, dated February 21, 2019. The Zoning Board granted relief for two of the three storage buildings having setbacks of 25 feet and 27.1 feet; respectively, from a town right of way, instead of the minimum required 100 feet setback. The variance relief was sn.nbject to approval by the Planning Board which is further described in your variance decision. The prior site plan proposed three single story storage buildings having a total floor area of 46,425 sq. ft. Your new design proposes two 2-story storage buildings with a lot coverage measuring 45,875 sq. ft., but a total floor area of 91,750 sq. ft. for the first and second floors. Based upon the innformatiorn provided, I have determined that the amended :site plan design is not de minimus in nature because the proposed two story building would increase the degree of non-conforrnity. Therefore, variance relief will be required for the two story storage building located less than the code required nninimurnn front yard setback of 100 feet from a right of way. If you wish to proceed,you will be required to return to the Building Department to accurately detail the proposed setback in order to obtain a new Notice of Disapproval, and therm apply to the ZBA with a current survey or site plan prepared and stamped by a design professional fon-additional variance relief. Please contact our office for any additional questions or concerns. Leslie Kanes Weisman Chairperson/Department Head CC: Michael Verity, Building Department cell RECEIVED 1�i1q JAN 2 9 2020 Dear Leslie Kanes Weisman and members of the Zoning Board, Regarding my project at 65 Commerce Drive in Cutchogue. During the site plan review w�'i � � and �f Appeals plans of the buildings and layouts have changed. All of the departments have signed off on this application, and we were told it is up to the Zoning Board of Appeals to grant us a De-Minimus decision on the plan. The setbacks on the revised plans have not changed, so it is our feeling that since we are keeping to the approved setbacks from our variance#7239, it is our opinion that this change will have no impact on the proposed project. Sincerely, Martin Kosmynka Suhinission Without a. Cover Letter Sender: I 0.c�L Subject: w SCTM#: 1000 - - - .?j Date: I , I b� Comments: e\j kwd Ae- ° „ FORM NO. 3 120 1 i. 1 I NOTICE OF DISAPPROVAL �r`,�u.i �t��lrl DATE: February ..6'...202On _ _...._...m_w TO: S3S LLC 65 Commerce Drive Cutchogue, NY 11935 Please take notice that your application dated January 5, 2020 For permit to construct buildings for a self-storage business at Location of property 65 COMTnerce Drive, cutchog Lie County Tax Map No. 1000—Section 96 Block 1. Lot,1.113„ Is returned herewith and disapproved on the following grounds: This proposed construction iii the _ _._., Section 280-64 A,w:�v1��c11 LI ono is not pernlitte pursuant to Article X Secation„ states, Structures shall be set back at least 100 feet from the right-p(-way."_ The proposed construction notes a front yard setback of 25 feet. In addition t, rojectr e.plan�a�larg xt�l from the Southold Town P 1,alri�i:LIg l�o�a��1i. eSignature CC: file, Z.B.A., Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. From: Cummings, Brian A. Sent: Wednesday, January 08, 2020 12:10 PM ---% To: Michaelis,Jessica E �°°°°°°°� Subject: FW: 65 Commerce Drive It N 1 0 20t"`"0 I For mail,please.. �,lalli19 ng Broard.. ......._. . Original Message----- S tyac From: Unit 2 Go,LLC [mailto:sales @umt2go.corn] Sent: Tuesday,January 7, 2020 12:37 P To: Cummings, Brian A. Subject: 65 Commerce Drive Dear Brian, As discussed, below is the timeline for the property at 65 Commerce Dr. in Cutchogue: I put in the original application in June of 2018. It was for 5 buildings - 80% of which was ground level storage and RV parking space. There was one two story building with a full basement. As things progressed, the Fire Marshall suggested that I make the drive aisles wider at 115 Commerce, and 50 Commerce, which eliminated the buffer zone and added it to 65 Commerce. I went to the Zoning Board in August of 2018, and they approved a front yard variance for 25 feet. I was told,by the Planning Board, to go to the Town Board and get the bulk scheduling code changed,which was granted. I have been approved by the Architectural Review Board. I had a public hearing in July of 2019. I had a workshop with the Planning and Building Departments and the Town Attorney in November.At that time I was told to re-work the site plan, put back the side yard buffers, and make 65 Commerce not part of the other two properties. It was also suggested, by Mike and the new Fire Marshall, that I put two new drive aisles on 65 Commerce with 25 ft. completely around the interior of the site. There is nothing in the 100 ft. buffer zone on Depot Lane or 48. The new site plan shows two, 2 story buildings with no basement. So I am down to two buildings instead of five and a loss of rentable square footage (even though the buildings are larger- I had to put more hallways and less desirable space). I have now given 40% of space in an LI district. The new site has 91,000 gross square feet (but less rentable square feet), and I added an office and bathroom as per Health Department standards,which I submitted to play it safe. One building has a 25ft. front yard setback, and I meet all parking requirements. I met with Town Attorney Bill Duffy in late December, and am waiting for his recommendations. I'm trying to keep this project going forward. Thanks. Marry Unit 2 Go PO Bot 946 Cutchogue, NY 11935 (631) 734-2166 Customer testimonials are the ultimate thank you! Please "Like" and comment on Facebook. Portable storage ®where you want it,when you want it! 1 Submission fl,"'ithout a Co ver Lefler RE'QEIIV"E ' DEC f , 0 2099 Serider: coAJN o `u rug anv,nin... Board Subject: 0( SC' MA: 1000 Tate; ID I q s Comments: From. Easton, James �I Sent: Friday, November 01, 2019 11:29 AM To: Cummings, Brian A.; Verity, Mike; Fisher, Robert Cc: Lanza, Heather; Michaelis, Jessica Subject: RE: NF Self Storage#3 I rsr�na Br)aicl Good Morning Brian, After speaking with Bob and Mike, we all agreed the following shall be provided for emergency access: • All access roads must be a minimum of 20 feet in width. • Turnaround provisions must be added for any dead end access roads in excess of 150 feet. • Each building greater than 30 feet in height from grade to highest roof point shall have 2 separate aerial access roads a minimum of 26 feet in width. No overhead obstructions should be located above these 26 foot aerial access roads. One of these roads must be between 15 and 30 feet from the building and positioned parallel to one entire side of the building. • All emergency access roads must be capable of supporting an imposed load of fire apparatus weighing at least 75,000 lbs. • Emergency access roads shall not exceed 10 percent in grade. Thank you, James Easton James Easton �trt Fire Marshal,Town of Southold N ' .nn�t�v Ja„mesE@sout@��pctltc�wr_� w (W) 631-765-1802 FryIUELf�Ef1L71,11,(IPIIC4110 f ry J13 � I L(lYN/1T!!f. Ifrrs IMad tr3r:.a'7YY IPP rnlefrded rin/Y 19r fhe arse of d1I,-rrrdr`vrrlua1 ol,fwlity to whrrh itis,Y&dru 8d 3rrd rrray cXrtarn enrafFrfential infarrnatian���tun�rat�t trr the sender whrclr rs tlrotected by a�a��;'als��r� if ynrr are rrnt the intended recipient yrrtr are 6rerehy nntdied that any drsclasrlre rroarp�irrr,r distriGotian,or the t,Ybnq of,717Y action in r ba"'L,an thfr contents of this infarmation if yorl have received thrs°trarumars airan irr error,,pleas e notr'fy the sender irrtrrrediately by e-mad and delete the rrrirtirra�'nar�sa�wiipaa. From: Cummings, Brian A. <brian.cummings@town.southold.ny.us> Sent:Thursday, October 31, 2019 3:27 PM To: Verity, Mike <Mike.Verity@town.southold.ny.us>; Fisher, Robert<Robert.Fisher@town.southold.ny.us>; Easton,James <jamese@southoldtownny.gov> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us>; Michaelis,Jessica <jessicam@southoldtownny.gov> Subject: NF Self Storage#3 Good afternoon Mike, I just wanted to follow up from our meeting on Monday regarding NF Self Storage #3. Can you please provide an update for emergency access/ protection on site? Thank you, 1 +us n manu; CUTCHOGUE FIRE DISTRICT µ � 260 New Suffolk VVV oa Cutchogue,n 1 1 ....5 o � 935 ;15 m Telephone (631) 734-6907 - Fax (631) 734-7079 Over 90 E-mail: ctf «a optolie. et Years of www.cutchoguefiredept.org Service October 16, 2019 RECEIVED Brian Cummings � ° � � I���w��l u a r%„ Planning Board Office �...��r�dr�� oard ......�' Southold Town PO Box 1179 ® Southold,NY 11971 Atten: Mr. Cummings, Ref: North Fork Self Storage#3, Commerce Dr. The Board of Fire Commissioners of the Cutchogue Fire District have reviewed the submitted site plan for the North Fork Self Storage#3 on Commerce Dr., Cutchogue. Due to the industrial build up of the area, we are hereby requesting the installation of a Fire Hydrant to be located at the approximate intersection of Commerce Dr. and Corp Dr., per Suffolk County Water Authority specifications. Thank you for the opportunity to review the site plan, we remain, Very truly yours, Board of Fire Commissioners Matthew J. artin, Secretary • Cc: Chief Shalvey SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD m TOWN OF SOUTHOLD,NEW YORK 11971 Tel. 631 765 1560 � w � � �v � Fax (63765—9015 �l 9 F'Sti�1 j)I 9„Ve,lS ���i N�.,., E, ,,� I:I Id, 4 N, k �,as JO _a ;L __.. OFFICE OF THE ENGINEER TOWN OF SOUTHOLD gj utj ollld-towru. ..aroJ Nann'ing Board Donald J. Wilcenski October 11, 2019 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re, North Fork Self Storage# 3 SCTM #: 1000—96—01 — 1.3 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan indicating the proposed construction of one two story and two one story Self-Storage Buildings on the above referenced property. This site plan has been prepared by the office of Kenneth H. Beckman, L/S/with the latest revision date of 7/2/19. Please consider the following: 1. Access to buildings from the property line side of both narrow one story buildings appear to be from the adjacent properties only. This is not recommended. 2. Pavement lines along both property lines should maintain the minimum required 4' landscaping. If cross over agreements are needed I would recommend a maximum of two at each property line. 3. It is also recommended that there be a minimum travel lane width along the proposed fence line of 25' from face of building to the interior of the fencing. The 25' travel lane requirement would also include both ends of the long narrow buildings. This item should also be coordinated with the Building Department as it may also be required as a Fire Lane that may even be wider, 4. The retaining wall and cedar trees should be maintained between the adjacent northwesterly properties and should only be removed where the Planning Board determines that cross over access is appropriate. 5. If the applicant wishes not to comply with this type of cross over arrangement then the Planning Board Should consider merging all three properties into one. 6. The drainage design proposed meets the minimum requirements of Chapter 236 for stormwater management. It is recommended that all drainage be installed under Phase 1 of the project. Page 1 of 2 Donald J. Wilcenski, Chairman - Planning Board October 11, 2019 Re: North Fork Self Storage# 3 SCTM #: 1000—96—01 — 1.3 Page 2 of 2 7. 1 see no representation of handicap parking on the site plan. This requirement would be necessary at all three buildings. 8. Land-banked parking spaces are noted on the plan between the buildings. The area is also noted to be paved with asphalt. Why would you not stripe the parking in this area if it is going to be paved? 9. All pavement areas should be marked with final grades or contours to indicate adequate pitch to all inlet grates. If you have any questions regarding this review, please contact my office. Sincerely, gayn,'ej"a. M"rf,w James A. Richter, R.A. cc: Vincent Orlando; Superintendent of Highways Michael Verity; Principal Building Inspector Subject: RE: NF Self Storage#3 From: Fisher, Robert - Sent: Tuesday, October 15, 2019 10:17 AM ED To: Bufkins, Erica01 Subject: RE: NF Self Storage #3 Erica Pn anning Board The site plan for NF Self Storage #3 aka Good Friend Self Storage I reviewed with Planning is acceptable as presented. There are sections that don't meet code minimums, however due to design constraints, the design indicated on the site plan will be acceptable. Robert Fisher Fire Marshal, Town of Southold robert.f isher'@town.southold.ny.us (W) 631-765-1802 - (C) 631-786-9180 AUVILEC-ED ANb CONFI4ENTXAL COMMUNXCATXON C0NFX6E1v7TALXTYN07XCE This electronic mail tronsrnisslon is intended ons for the use of the individual or entity to which it is oddressedand nW contain confidentiol information belonging to the sunder which is protected by privi/ego Xf you are not the intended recipient you are hereby notified Mot any disclosure,copying,distribution,or the taking of any oction in reliance on the contents of th&informotion r'sstrictiy prohibited.if youhave received this trwwmission in error, please notify the sender immediotey by a-moil anddelete the original messoge. From: Bufkins, Erica Sent: Friday, October 11, 2019 10:37 AM To: Fisher, Robert<Robert.Fisher@town.southold.ny us> Subject: Colton & Liebert Good Morning Bob, Just checking in on those referral responses for Liebert and Colton O I think Brian was looking to get a response for North Fork Self-Storage #3 as well., Thank you! Erica Bufkins Planner Southold Town Planning Department OFFICE LOCATION: p `,g MAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �, ', „� ,� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD G-CbR MEMORANDUM ---)-- FZECEIVE ----....._........-.-._.,_ S I...I:, 2 3 2 f I19 To: Donald Wilcenski, Chair Town of Southold Planning Board �� '���ol& owrn 9 Board From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: September 19,2019 Re; North Fork Self Storage#3 SCTM#: 1000-96.-1-1.3 Zoning District—LI This Site Plan is for the proposed construction of one(1)2- story self-storage building at 40,500 sq. ft., two(2) 1 -story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two(2)RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two,with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District, Cutchogue. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP provided the Planning Board considers the following recommendations to further the below listed policies: Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects ofdevelopment. The parcel is located within the major subdivision of The North Fork Industrial Park approved in January of 2005. The parcels to the north and east are zoned Light Industrial(LI). The parcel to the south and west(across Depot Lane and County Route 48) are zoned Agriculture Conservation(AC). Public water is supplied to the area by a Suffolk County Water Authority water main located on Commerce Drive. Potable water is not proposed for the storage buildings. Policy 2.2 Protect and preserve archaeological resources. A. Conduct a cultural resource investigation when an action is proposed on an archaeological site, fossil bed, or in an area identified for potential archaeological sensitivity on the archaeological resources inventory maps prepared by the New York State Department of Education. The NYS Cultural Resource System(CRIS)was referenced and it was determined that there are no archeological or cultural resources occurring on or near the parcel. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. J. Protect visual quality associated with public lands, including public transportation routes,public parks and public trust lands and waters. The parcel is located directly north of NYS Route 25; a New York State Scenic Byway. The road possesses rural, scenic qualities identified as important to the Town and community. To mitigate impacts to the view shed from the expected build out,the Planning Board required a 100' vegetative buffer on this parcel abutting County Route 48 as a condition of approval of the subdivision in 2005. Over the years,the buffer has been encroached upon, however,the proposed action includes a plan to restore and re-vegetate the areas to the required width. Adverse visual impacts to the scenic view sheds by constructing large structures will be partially minimized by the maturity of existing vegetation within the buffers and restoration of the buffers thereby protecting the scenic resource. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner Michaelis,Jessica From: Neville, Elizabeth Sent: Thursday, September 12, 2019 12:05 PM _ To: Lanza, Heather; Michaelis,Jessica; Terry, Mark1 Lf l Subject: FW: Suffolk County Planning Commission Resolutions Attachments: image001.png; SD - Moratorium ZSR-19-26.pdf, SD - North Fork Self Storage.pdf FYI Elizabeth A. Neville, MMC ............ Southold Town Clerk, Registrar of Vital Statistics �f w�;G�tl`u�.af�:i �ovvn Marriage Officer 3uul�:uit�nq " Records Management Officer;FOIL Officer U iso-a�°i .. - g PO Box 1179 Southold,NY 11971 Tel. 631 765-1800,Ext. 228 Fax 631 765-6145 Cell 631 466-6064 From: DeSalvo, Christine [ma ilto:Christine.DeSalvo@suffolkcountyny.gov] Sent: Thursday, September 12, 2019 11:54 AM To: Neville, Elizabeth Subject: Suffolk County Planning Commission Resolutions Hi Elizabeth, Attached please find copies of the Suffolk County Planning Commission Resolutions with regards to the two referrals noted above. A hard copy of each has gone out in today's mail as well. Please contact me if you have any questions. Christine I'rirnoilaal Office Assistant, su6ffolbk orzurnfy [Dept of Economic Developrrienl and Planning 1007 Veterans Memorial I Iighway, 11th I::::loc:>r Hauppauge, NY 11788 631...853-4r70 rel 631 853-4767 Fax For your safety and mine, please do not text or email while driving. It can wait. C0N ::77X..::: 1A1....I TY OTT ,E.- 'Chis eiectronic,rn ail transmission is intended solely for the use of the im.fividueal/entity to whore it is addressed and may contain corrfideratial rrrfrarrrratiora belonging to tP're.sender If you are riot the Intended recipient,you are hereby notified that any disctosur'e,arta}ring, distribution, or the taking of arty action in r'eh ince on the;contents of this information is strictlyprohibited Ifyou have received this transmission in error',please notify the sender irr'rniediately b), e-rraait and delete the original message ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. COUNTY OF SUFFOLK OFFICE OF THE COUNTY EXECUTIVE Steven Bellone SUFFOLK COUNTY EXECUTIVE Natalie Wright Department of Acting Commissioner Economic Development and Planning September 9,2019 Town of Southold 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn: Elizabeth Neville, Town Clerk Re: North Fork Self Storage#3 S.C.T.M.No.: 1000 09600 0100 001003 S.C.P.C.File No.: ZSR-19-25 Dear Ms.Neville: The Suffolk Planning Commission at its regular meeting on September 4, 2019,reviewed the referral from the Town of Southold entitled,"North Fork Self Storage#3"referred to it pursuant to Section Al 4-14 thru Al 4-25,Article XIV of the Suffolk County Administrative Code. The attached Resolution signifies action taken by the Commission relative to this application. Very Truly Yours, Sarah Lansdale Director of Plainiin,g Andrew P. Freleng,'Chief Planner Division of Planning and Environment APF/cd H.LEE DENNISON BLDG a 100 VETERANS MEMORIAL HWY,4th FI m P.O.BOX 6100 mHAUPPAUGE,NY 11788-0099 a' (631)853-5191 File No.ZSR-19-25 Resolution No. ZSR-19-25 of the Suffolk County Planning Commission Pursuant to Sections A14-14 to thru A14-25 of the Suffolk County Administrative Code WHEREAS, pursuant to Sections A14-14 thru A14-25 of the Suffolk County Administrative Code, a referral was received on July 29, 2019 at the offices of the Suffolk County Planning Commission with respect to the application of"North Fork Self Storage#3" located in the Town of Southold WHEREAS, said referral was considered by the Suffolk County Planning Commission at its meeting on September 4, 2019, be it therefore, RESOLVED, that the Suffolk County Planning Commission hereby approves the staff report, as may be amended, as the report of the Commission, Be it further RESOLVED, pursuant to Section A14-16 of the Suffolk County Administrative Code and Section 239-m 6 of the General Municipal Law, the referring municipality within thirty (30) days after final action,shall file a report with the Suffolk County Planning Commission,and if said action is contrary to this recommendation, set forth the reasons for such contrary action, Be it further RESOLVED, that the Suffolk County Planning Commission Approves the Site Plan referral for the North Fork Self Storage#3 development project, to construct a proposed one and two story public storage building complex with the following comments: 1. Review by the Suffolk County Department of Health Services is warranted for the proposed treatment of project wastewater and the applicant should be directed to begin/continue dialogue with the Suffolk County Department of Health Services. Sanitary waste from the proposed project is intended to be directed to "pools". It is likely that the project sponsor did not intend to mean cesspools but rather a conventional sanitary system. It is indicated in referral material to the Suffolk County Planning Commission from the Town of Southold Planning Board that the storage buildings "will not have potable water or sanitary" connections. It is noted that the subject property is situated above the Southold SGPA and would be suitable for an Individual Alternative Onsite Wastewater Treatment System (IA/OWTS) as a best management practice. 2. The applicant should be encouraged to review the Suffolk County Planning Commission publication Managing Stormwater-Natural Vegetation and Green Methodologies and incorporate into the proposal, where practical, design elements contained therein. Referral materials to the Suffolk County Planning Commission from the Town of Southold Planning Board indicate that the storm water runoff and drainage is to be directed to a sub-surface drywell system through open grates in the parking lot pavement. The 27 proposed land banked off street parking stalls is indicative of the opportunity for green methods for storm water treatment. The proposed 1 00' wide buffer along the County right of way and Depot Lane also presents opportunity area for best management practices related to storm water runoff treatment.* 3. "Dark Sky" lighting techniques should be utilized on site. This is an important mitigation to IPssen lighting imparts to the right-nf-way of OR 48 and sinrgle family housing to the west and south of the proposed self-storage development. 4. As noted in the referral materials to the Suffolk County Planning Commission from the Southold Town Planning Board, the existing wood line is proposed to be replanted with existing Cedar trees from an adjacent lot. It is not clear from the referral materials where the "sending" lot is for the transplanted trees. This should be clarified and any impact to the parent lot be made part of the environmental quality review process for the project. 5. The applicant should be encouraged to review the Suffolk County Planning Commission Guidebook particularly with respect to energy efficiency and incorporate where practical, any elements contained therein. Consideration for the accommodation of rooftop solar panels should also be given for the commercial structures." 6. No trip generation or traffic study information was provided in referral materials to the Suffolk County Planning Commission. The applicant should be encouraged to begin/continue dialogue with the Suffolk County Department of Public Works regarding impacts to the right-of-way of County Road 48 (Middle Road). 7. The applicant should review the Planning Commission guidelines particularly related to public safety and incorporate into the proposal, where practical, design elements contained therein. 8. The applicant should review the Planning Commission guidelines particularly related to universal design and incorporate into the proposal, where practical, design elements contained therein. * SCPC Stormwater Publication:bgp,.,1 vw sufYo1kcoun1yn�r ov'JPc ialAM lannincr lPubl� rations/Storriiwater_ureenrnethodsb2'1Wttrtag1! *" SCPC Guidebook:h tpaIwa w srwt9ofkcgVnt .aoy6Portais O/plgnn5r)Pim blJcat_wonsJSCPCpuidebktr pcl�', ZSR-19-25 File No.: SD-19-01 North Fork Self Storage #3 Town of Southold COMMISSION ACTIONS OF INCOMPLETE RESOLUTION AYE NAY ABSTAIN ABSENT .......- ........ ._.. . . ANDERSON, RODNEY-At Large X CASEY, JENNIFER -Town of Huntington X CHARTRAND, MATTHEW-Town of Islip X CHU, SAMUEL-Town of Babylon CONDZELLA, JOHN -Town of Riverhead X ESPOSITO,ADRIENNE -Villages over 5,000 X �......__ ...... � . ----- --__ FINN, JOHN -Town of Smithtown X � ... ........�� ....... ........ _-__-_ GERSHOWITZ, KEVIN G.-At Large X KAUFMAN, MICHAEL- Villages under 5,000 X KELLY, MICHAEL-Town of Brookhaven X KITT, ERROL-AtLar e g .....�...-.� ....-._.. X MOREHEAD, NICHOLAS-Town mmm __ ITmmmmmmm off Shelter X Island ....... .. ...._..._ _ _....L. -- - ...._ VACANT, -Town of East Hampton _. McCarthy, Thomas, -Town of Southold X VACANT,__Town of Southampton . . ..�....._..�_ ���..... _ ��............. . Motion: Commissioner Kaufman Present: 9 Seconded: Commissioner Anderson Absent: 4 Voted: 9 Absent: 4 DECISION: Approved Elizabeth Thompson, Chairperson + 4rd119` Town Hall Annex Reynolds duPont,Jr. 54375 Route 25 Ronald McGreevy o PO Box 1179 Stephen Geraci 3 Southold, NY 11971 Patricia Butler Telephone: (631) 765-1892 a` Fax(631)765-6641 www.southoldtownny.gov �u Town of Southold `Kt_%MTS k �I_.� Architectural Review Committee HHIIIIIIA�"° �I E E Minutes 4:00p.m., August 22, 2019 `:>I: I' Town Hall Annex Executive Board Room Fl: anning Board Members Present:. Elizabeth Thompson, Chairperson; Ron McGreevy; Stephen Geraci; Patricia Butler; Brian Cummings, Town Planner; Elizabeth Cantrell, Secretary The minutes for the July 11. 2019 meeting were approved. Introduction: All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. Le ---APP-cation: 0 NORTH FORK SELF STORAGE#3 SCTM#1000-96-1-1.3 Town Planner Brian Cummings presented this proposed construction of one (1)two-story self-storage building at 40,500 sq.ft.,two (2) one-story self-storage buildings at 5,300 sq.ft. and 6,700 sq.ft. as Phase One, and two (2) RV Carport structures at 10,800 sq.ft. and 10,125 sq.ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. The Architectural Review Committee reviewed the proposed project and recommends the need to reinforce/reestablish the vegetated buffer areas along the County Route 48 and Depot Lane roadsides. The Committee is approving this application with the recommendations noted above. Motion made and seconded. All Ayes. Amended Site Plan: • SOUTHOLD GAS STATION &CONVENIENCE STORE SCTM# 1000-55-5-2.2 Emry Ilgin, principal owner, Charles Cuddy, Esq. owner's attorney, Eric Nicosia, Architect for the project, and Town Planner Brian Cummings presented this revised site plan is a result of the SEQRA FEIS and is for the proposed construction of a 2,400 sq.ft. (60'x40') convenience store and vehicle fuel sales, with: 8 - 1 - fuel pumps, one canopy at 2,520sq.ft. (60'x42') and 24 parking spaces on 1.46 acres in the General Business (B) Zoning District. This amended site plan was previously reviewed by the ARC for the conversion of an existing 3,476sq.ft. building (formerly for vehicle detailing, RV sales and servicing)to a convenience store and vehicle fuel sales with: 6 fuel pumps (12 fueling stations), two canopies, one at 50'x24' (1,200sq.ft.) and the other at 50'x50' (2,500sq.ft.) and 29 parking spaces on 1.46 acres in the General Business (B) Zoning District. The Architectural Review Committee tabled this project with comments at a meeting on 8/20/15.This resubmission resolves most of the prior comments.The Committee reviewed the new application and is recommending the following: • The landscape plan to be amended to use all native species and in greater diversity.Specifically, many more trees at 20' spacing (in lieu of proposed 40'-50' spacing). Suggested species:white oak, cherry, poplar, spruce, walnut and beech, planted in "family" groupings.We recommend that a landscape designer be involved in planning. • A 60'flagpole is shown near the street intersection.This is completely out of scale with the rest of the project. If there is to be a flagpole, it is recommended to be in scale with the 15' high monument sign, not exceeding 25' in height. The Committee is approving this application with the recommendations noted above.. Motion made and seconded. All Ayes. Elizabeth Cantrell,A.R.C. Secretary anIII��'�'� SUFFOLK COUNTY R i ,,„ Lu„�,�, ALJ(S 2 0” X019 ro-wn ... _. .._ Rla�,,�Nng Board Steven Bellone SUFFOLK COUNTY EXECUTIVE Natalie Wright Department of Acting Commissioner Economic Development and Planning August 16, 2019 Town of Southold P.O. Box 1179 Southold, NY 11971 Attn: Brian Cummings Re: Application of "North Fork Self-Storage #3" Zoning Action: Site Plan Municipal File No./Public Hearing Date: N/Z S.C.T.M. No.: 1000 09600 0100 001003 S.C.P.C. File No.: SD-19-01 Dear Ms. Cummings: Please be advised that pursuant to Sections A 14-14 to 25 of the Suffolk County Administrative Code,the above captioned application which has been referred to the Suffolk County Planning Commission will be reviewed by the Commission at its regular meeting on Wednesday, September 4,2019 at 2:00 p.m. Maxine S. Postal Auditorium in the Riverhead County Center, 300 Center Drive,Riverhead,New York. The regular meetings of the Suffolk County Planning Commission are open meetings pursuant to the NYS Open Meetings Law, they are not public hearings. Any request to address the Planning Commission on any matter, including subdivision or zoning referrals, must be submitted prior to the meeting. Each request shall be submitted on a card (distributed before the regular meeting) identifying the person and/or organization and topic. During the public portion of the regular meeting, each speaker shall be allotted three (3) minutes. An individual who has requested the opportunity to address the Planning Commission may relinquish his/her time to another speaker. However, no speaker may speak for more than six (6) minutes. In accordance with Suffolk County Planning Commission Policy, any information to be submitted to the Planning Commission will not be accepted at the meeting unless it has been acknowledged by the local referring municipality. H.LEE DENNISON BLDG w100 VETERANS MEMORIAL HWY,11th FI a P.O.BOX 6100 w HAUPPAUGE,NY 11788-0099 a (631)853-5191 The information must be accompanied with a letter from the local referring municipality, describing such contents, as well as instructions for treating previously submitted material. This policy was instituted to avoid confusion as to which information is being reviewed by all agencies. Should you have any questions or comments, please do not hesitate to contact this office. Sincerely, Andrew P. Frele .1, C anne Division of Planning and Environment APF/cd H.LEE DENNISON BLDG 100 VETERANS MEMORIAL HWY,11th Fla P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ® (631)853-5191 COUNTY OF SUFFOLK Ste► tie5, H t. ,r+.rj-, RECEIVED AUG 19 2019 STEVEN BELLONE Southold Town SUFFOLK COUNTY EXECUTIVE Planning Board DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN, MD, MPH, MBA, MSW Commissioner August 14, 2019 Town of Southold Planning Board Brian Cummings, Planner P.O. Box 1179 Southold,NY 11971 Re: North Fork Storage #3 65 Commerce Drive, Cutchogue SCTM # 1000—96—01 — 1.3 Dear Mr. Cummings, The Suffolk County Department of Health Services (SCDHS; "Department") has received your letter dated July 26, 2019 concerning the above referenced application. The Department has no objection to the Town of Southold assuming lead agency status. Based on a review of the subject coordination, the Department offers the following comments. However, the Department wishes to reserve its right to provide more detailed information within the comment period(s) established for this action. These comments should not be construed as an implicit SCDHS approval or rejection of the project. All applications are reviewed thoroughly with respect to Suffolk County Sanitary Code concerns by appropriate departmental personnel when SCDHS applications are submitted. 1. SANITARY CODE A. Article V1 Application Stags: The Department has not received an application for the above referenced project, as required by Article VI of the Suffolk County Sanitary Code. The project sponsor should submit an application that meets Article VI density requirements to our agency's Office of Wastewater Management at the earliest possible date so that a complete technical assessment of this proposal can be undertaken. DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology 360 Yaphank Avenue, Suite 26,Yaphank NY 11980 (631)852-5750 Fax(631)852-5812 Public Health Pf.rM,,yrpgpef.P�ntei. B. SCDHS Jurisdiction Sufficient project information regarding the proposed sewage disposal method was not provided to review in order to provide comments within the Department's jurisdiction. The SCDHS maintains jurisdiction over the final density and use, and the design of the sewage disposal and water supply systems. The applicant, therefore, should not undertake the project without Health Department approval. Density, design and flow specifications, location, subsurface soil conditions, and complete site plan details are essential to the review of this project.These considerations are reviewed completely at the time of SCDHS application. Thank you for the opportunity to review this application. If you have any questions,please feel free to contact the Office of Ecology at 631-852-5750. Sincerely, { ?17 iolol Senior Environmental Analyst Office of Ecology OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 0(0 P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 6, 2019 Mr. Martin Kosmynka 50 Commerce Drive Cutchogue, NY 11935 Re: Public Hearing — North Fork Self Storage #3 50 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: A Public Hearing was held by the Southold Town Planning Board on Monday, August 5, 2019 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, r Donald J. Wilcenski Chairman Submission Without a Cover Letter "? (3L' RECEIVED Sender: Moo % \&Cbrny�'a A J G 2 Z 01�.� 1 iii6 r{m.l _....... I`r�a�,r n rariana ig IBoard Subject: NL)(A \ -V-7o(`e.- se\-F SCTM#: 1000 -Q U.— Date: U.—Date: I `alao\q Comments: Cry +( AFFIDAVIT OF VWGMMMAILING This is to serve notice that I personally posted the property known as 65 Commerce Drive, Cutchogue, New York 11935 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on August 5, 2019 I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on July 24, 2019 Britney Santos Your Name (print) Signature P.O. Box 1424, Mattituck, NY 11952 Address L3 i r Date Notary Public Notary Mb 't f 1 w � ousllfaed in Suffolk CoulltY Commission Expires Aug. 18# PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 8/2/19 Re: North Fork Self Storage #3 SCTM#s: 1000- 96.-1-1.3 Date of Public Hearing: Monday, August 5, 2019, 6:04 p.m. AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as -65 Commerce Drive, Cutchogue, New York 11935 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on August 5, 2019' fwr every ti m l a h t r d1-� _ receipt cards of'which areproperty ;�.. ,�� � i� evM.- -Pro.peTtyr which JAJ Your Name (print) Signature OCYN Address Date Notary Public LYNDSEY BARKER NOTARY PUBLIC,STATE OF NEW YORK No. 01 BA6156676 Qualified in Suffolk County Commisscon Expires November 27,20 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri.,812/19 Re: North Fork Self Storage #3 SCTM#s: 1000- 96.-1-1.3 Date of Public Hearing: Monday, Auclust 5 2019 6:04 p.m. Notice to Adjacent Property Owners North Fork Self Storage #3 65 Commerce Drive, Cutchogue, NY SCTM#1000-96.-1-1.3 ,/1. 95.-4-11 — Krupbv-, 'i�amt\y \/2. 96.-1-1.10 - %o—i\ l—\6 .,/3. 96.-1-1.2 w5 C0--\eKCe 'Of. 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OK LB OFFICE LOCATION: , 7MAILING ADDRESS: Town Hall Annex " �� "" P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY �kf www.southoldtowuny.gov .. .. PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: July 26, 2019 Re: Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. No WOKI(OVIS (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-96-1-1.3) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ' Z�J)t'. P.O. Box 1179 54375 State Route 25 �` 9e, 1 ; Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtowirmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner Date: July 26, 2019 Re: Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this Site Plan Application to your committee for review and comments. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you Encls.: Site Plan Application and Site Plan Elevations OFFICE LOCATION: z7vAILING ADDRESS: Town Hall Annex 1 Sal MP.O. Box 1179 ' 54375 State Route 25 Southold, NY 11971�' (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 CIP www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Damon Rallis, Building Permits Examiner From: Brian Cummings, Planner Date: July 26, 2019 Re: Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O. Box 1179 54375 State Route 25Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov COU PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 26, 2019 Mr. Matthew Martin c/o Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review - Proposed Site Plan for North Fork Self Storage #3 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 Dear Mr. Martin: The Site Plan Application described below is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. Sincerely, e r -C Brian Cummings Planner Encls: Site Plan Application Site Plan OFFICE LOCATION: : MAILING ADDRESS: Town Hall Annex Q SO + P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov Way PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Robert Fisher, Fire Marshall From: Brian Cummings, Planne� Date: July 26, 2019 Re: Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-96-1-1.3) OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexS016 P.O.Box 1179 54375 State Route 25Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) i Telephone: 631 765-1938 Southold, NY www.southoldtowniny.gov U� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Stormwater Manager From: Brian Cummings, Planner Date: July 26, 2019 Re: Site Plan for North Fork Self Storage #3 Application Name: North Fork Self Storage #3 Tax Map Number: 1000-96-1-1.3 Location: 65 Commerce Drive, Cutchogue Type of Application: Sketch Subdivision Map (Dated: Preliminary Subdivision Map (Dated: Final Subdivision Map (Dated: Road Profiles (Dated: Grading and Drainage Plans (Dated: 1 Other (Dated: Site Plan (Dated: 3/2018 last rev. 7/2/19) Revised/Amended Site Plan (Dated: Grading and Drainage Plans (Dated: Other (AS BUILT) (Dated: Project Descri tion: This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV (carport structures at 10,300 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexsP.O. Box 1179 54375 State Route 25 "�" , Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) ` Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov NN9 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: July 26, 2019 Re: Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft.. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. OFFICE LOCATION: ,� ' MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov CQU b� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planneg) Date: July 26, 2019 RE: Proposed Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. North Fork Self Storage--#3.— Page 2—July 26, 2019 -µm- Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: North Fork Self Storage #3 Address: 65 Commerce Drive, Cutchogue Tax Map #: 1000-96.-1-1.3 Requested Action: This Site Plan is for the proposed construction of one (1) 2 - story self- storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 Appendix A - County Referral For Appendix A—Suffolk County Planning Commission Guidebook 1111�Jll • • a . • • • 0 0 0 0 • • • Municipality: 9gLillhold Town Hamlet: CUtChOol Local Case Number: District: 1000 Section: 96 Block: 1 Lot: 1.3 Local Meeting Date: Application/Action Name: Public Hearing: Yes No R,eferrirac W✓_„w erre,: Type of Referral: SECRA Action,: t g Draft EIS Positive Declaration Planning Board or Commission New EAF Final EIS Negative Declaration Zoning Board of Appeals Expansion Lead Agency Findings Town Board/Village Board of Modification Draft Scope Trustees Brief description of application or proposed action This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq, ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of.* A municipal boundary; The boundary of any existing or proposed county, state,or federal park or other recreation area; The right-of-way of any existing or proposed county or state road; An existing or proposed county drainage channel line; The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, The boundary of county, state, or federally owned land held or to be held for governmental use; The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision Zoning Ordinance or Map (Adoption or Amendment) Use Variance Code Amendment Area Variance Official Map Special Use Permit/Exception/Conditional Use Moratorium Site Plan 4 Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission. The provisions of CML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements, Additional Application Information Action Previously Referred to Suffolk County Planning Commission Yes No J(If yes, Date ) Adjacent Municipality Notified (see NYS GML 239 nn) Yes No N/A Located Within Long Island Pine Barrens Zone Yes No Workforce/Affordable Housing Yes No N/A Energy Efficiency Yes No N/A Zoning Board of Appeals Approval Yes No N/A Suffolk County Department of Health Approval/Comments Yes No N/A New York State Dept.of Environmental Conservation Approval/Comments Yes No N/A New York State/Suffolk County Dept.of Public Works Approval/Comments Yes No N/A Suffolk County Sanitary Code Article 6,Groundwater Management Zone- 1 0 III IV V VI VII VIII Contact Information Municipality Town of Southold Contact Name: Department/Agency: Planning Department Brian Ctnnrnings Phone Number: 631-765-1938Email Address:br n cur°nrnings cr:lown�cz,rutt0old nom, Applicant: 65 Commerce Drive LLC Contact:Martin Kosmynka Name: Applicant Address; 50 Commerce Drive Cutchogue NY 631-734-2177 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � � P.O. Box 1179 54375 State Route 25 * Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk.County Planning Commission From: Brian Cummings, Plann9 Date: July 26, 2019 Re: Site Plan Application Review: • Request for Comments pursuant to Section A14-24, Suffolk County Administrative Code • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements from the Suffolk County Planning Commission that the Southold Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Planning Board Position: (x) This agency wishes to assume lead agency status for this action. Comments: Project Name: North Fork Self Storage #3 Address: 65 Commerce Drive, Cutchogue, Tax Map #: 1000-96.-1-1.3 Requested Action: This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq,. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Planner Southold Town Planning Board (631) 765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) • SCPC Referral Submission Cover Sheet 2 OFFICE LOCATION: � _ MAILING ADDRESS: Town Hall Annex pF S P.O. Box 1179 54375 State Route 25 "� C` Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) "' "' Southold, NY Telephone: 631 765-1938 www.s ou th of dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner Date: July 26, 2019 Re Site Plan for North Fork Self Storage #3 Located at 65 Commerce Drive, Cutchogue SCTM#1000-96-1-1.3 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 10,800 sq. ft. and 10,125 sq. ft. as Phase Two, with 62 parking stalls on 3.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-96-1-1.3) AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: S3S LLC Address: 65 Commerce Drive, Cutchogue NY 11935 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 53 parking stalls on 3.7 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 65 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-95.-4-11: Krupski Family Limited Partnership, c/o Suzanne Maurino, 95 Laurel Hill Road, Northport, NY 11768 SCTM#1000-96.-2-5: Russell C. McCall, 275 Spring Street SW, Atlanta, GA 30303 SCTM#1000-96.-4-4.3: Rose's Vineyard LLC, P.O. Box 914, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. A licant/A cant/Agent S pp � g gn ire Date MAILING ADDRESS: OFFICE LOCATION: �� P.O. Box 1179 Town Hall Annex rj0114 54375 State Route 25 �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ` �' y Telephone: 631 765-1938 Southold,NY www.southoldtowuny.gov cou r� PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 9, 2019 Mr. Martin Kosmynka 50 Commerce Dr. Cutchogue, NY 11935 Re: Proposed Site Plan for North Fork Self Storage #3 65 Commerce Dr., ±524' e/o Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: I am writing as a follow-up to the Work Session held on July 8, 2019 where the Planning Board accepted the above-referenced Site Plan ,application as complete for review.. The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Respectfully, ry Brian Cummings Planner OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexSO � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 r, (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtow-imy.gov 4 , PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 9, 2019 Mr. Martin Kosmynka 50 Commerce Drive Cutchogue, NY 11935 Re: SEAR Classification & Set Hearing — North Fork Self Storage #3 50 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, July 8, 2019: WHEREAS, this Site Plan is for the proposed construction of one (1) 2 - story self- storage building at 40,500 sq. ft., two (2) 1 —story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) IRV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 53 parking stalls on 3.7 acres in the Light Industrial Zoning District; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, August 5, 2019 at 6:04 p.m. for a Public Hearing regarding the Site Plan entitled "North Fork Self Storage #3" prepared by Kenneth H. Beckman, dated March 18, 2018 and last revised July 2, 2019. Forth Fork Self Storp P�2 Jul 9 2019 The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailling,Posting/Mailing, included in the packet,along with the certified mailinq receipts AND the si ned areen return recei t cards before 12:00 noon on Friday, August 2 2019. The sign and the post need to be returned to the Plannina Board Office after theublic hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encl. Southold Town Planning Board Notice to Ad'acent Pro ert Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-96.-1-1.3; 3. That the property which is the subject of this application is located in the LI Zoning District, 4. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 53 parking stalls on 3.7 acres in the Light Industrial Zoning District, Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Former Capital One Bank). If you have any gUestions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet- 1. Go to the Town of Southold website www.s0utholdtow11 y.rLov; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3, Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: JessicaM southol t wnny,gov; 6. That a public hearing will be held on the matter by the Planning Board on Monda Au ust 5 2019 at 6:04 m. in the Meetin Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: S3S LLC Date: 7/9/2019 Notice to Adjacent Property Owners North Fork Self Storage #3 65 Commerce Drive, Cutchogue, NY SCTM#1000-96.-1-1.3 1. 95.-4-11 2. 96.-1-1.10 3. 96.-1-1.2 4. 96.-1-1.4 5. 96.-2-1 6. 96.-2-5 7. 96.-4-5 3 N Mn f VV hE O ti- a �' w - z4 t 1 ve { Z _ COUNTY OFUP L K _'Read Property Tax SA9 y095 a �= - s k- 5 3,1 shm ZZIL } r e \ v q 3 COUNTY OF SUFFOLK (C' -_ F rrt �v AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 8/2/19 Re: North Fork Self Storage #3 SCTM#s: 1000 96.-1-1.3 Date of Public Hearing: Monday August 5, 2019, 6:04 p.m. AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: S3S LLC Address: 65 Commerce Drive, Cutchogue NY 11935 Land Owner (if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 - story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 53 parking stalls on 3.7 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 65 Commerce Drive, Cutchogue SCTM#1000-96.-1-1.3 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-95.-4-11: Krupski Family Limited Partnership, c/o Suzanne Maurino, 95 Laurel Hill Road, Northport, NY 11768 SCTM#1000-96.-2-5: Russell C. McCall, 275 Spring Street SW, Atlanta, GA 30303 SCTM#1000-96.-4-4.3: Rose's Vineyard LLC, P.O. Box 914, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. _....._............ ... Signature Date A .s , 960 �' oQ r o�Hns your noo nL— At 211 # / 4 / T\v r _ EPl "5 r�ei x v � f t, i -u a jj{j�f/ IV s t z* jJ WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, July 8, 2019 4:00 p.m. Southold Town Meeting Hall 3:30 p.m. Executive Session — Advice from Town Attorney 4:00 p.m. Applications a tarn Red s Ma. _ J p rine Sales SCTM#: 1000-122 6-12 Pro�ect Name: C Location: 9605 Route 25, Mattituck Description: This site plan is for the proposed construction of a 3,680 sq. ft. metal j building (ZBA file #7014) for storage (no basement) where there exists a 1 —story 1,168 sq. ft. office building for boat sales, storage, parking and display with 8 parking stalls on a General Business (B) and R-40 split zoned parcel totaling 1.6 acres. Status: Pendin Action Review for Determination Attachments,wStaff Report _ .._ 1 , Location amee .. 165 Commerce Dlf rC�{clll _ � SCTM# � 1000 96 1 1 3 � roFork S hogue Description: This site plan is for the proposed construction of one (1 2-story self- 1 storage building at 40,500 sq. ft., two (2) 1-story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 53 parking stalls on 3.7 acres in the Light Industrial Zoning District Status, Pend in � g Action: Update & Completeness � epc __. .. Attachments. Staff R ... j Amended SCTM#.11000-19-1-1.4 Project name. Tenedios Barn & Greenhouse Location: 28410 Route 25, Orient _.._ .. __ _ . .,, �e . Description: This amended agricultural site plan is for the addition of a 60' x 24' j (1,440sq. ft.) greenhouse to a site where a one story 8,664 sq. ft. 1 building to house livestock and store feed, supplies and farm equipment has conditional approval from the Planning Board, on a 34.5 acre farm, of which 29.5 acres have development rights held by Southold Town and 5 acres have development rights intact (the greenhouse is located in the 5-acre area and the barn is located in the 29.5-acre area) in the R-200 Zoning_ District. Status: Pending Action: Review for Determination Attachments:. Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Update & Completeness Date July 8, 2019 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date of Submission: May 29, 2018 Tax Map Number: 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.7 acres Building size 52,500 sq. ft. "Phase 1" 20,700 sq. ft. "Phase 2" 73,200 sq. ft. total III: Completeness Review See attached checklist for Site Plan Requirements. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 — story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 53 parking stalls on 3.7 acres in the Light Industrial Zoning District. Timeline:. May 29, 2018 - Submitted June 15, 2018 - Site Plan application found incomplete August 16, 2018 — revised site plans submitted September 10, 2018 — application found incomplete (obtain ZBA determination) February 26, 2019 - ZBA determination issued (see details below) February 26, 2019 — revised site plans submitted March 2019 — application found incomplete until 100' buffer was addressed May 2019 — meeting with applicant and Town representatives regarding 100' buffer June 2019 — revised site plan (conceptual) submitted restoring the 100' buffer July 2019 — revised site plan (engineered) including restored 100' buffer I IV: Analysis A. Existing: a. Vacant except for outdoor storage of portable storage units and rental trucks on 3.7 acre parcel; i. Parcel created as part of the North Fork Industrial Park Major Subdivision approved January 2005; ii. 100' buffer required from CR 48 as part of subdivision map; b. Surrounding land:. i. Northeast: improved NF Self Storage on 3.1 acres in the LI zoning district; ii. Northwest: improved NF Self Storage on 1.1 acres in the LI zoning district iii. CR48 to the south and Depot Lane to the west B. Proposed construction: a. Phase 1 Three (3) buildings totaling 25,500 sf • Building #1 = 60' x 225' (40,500sf) 2 story (337"high; increased from 31') storage building; m 13,500sf basement 0 13,500sf first floor • 13,500sf second floor • Building #2 = 20' x 265' (5,300sf) 1 story (9'9" high) storage building with twenty-six (26) overhead doors; • Building #3 = 20' x 335' (6,700sf) 1 story (9'9" high) storage building with thirty-three (33) overhead doors; b. Phase 2 Two buildings/roof-over canopy totaling 20,700 sq. ft. 45' x 210' (9,450sf) 1 story RV Carport with 21 bays 6, 45' x 250' (11,250sf) 1 story RV Carport with 25 bays Staff: this building has been moved 1' north and 16' east C. Parking Required: Storage @ 1 per 1000sf Phase 1: 52,500 / 1000 = 52.5 or 53 TOTAL stalls required = 53 TOTAL stalls provided = 62; 35 to be constructed (including 2 ADA), 27 land banked stalls D. Access: One driveway to Commerce Drive @ 24' wide E. Bulk Schedule/Code Requirements: Light Industrial (LI) zone a. Lot coverage 30% maximum allowed 15.8% (25,500sf/ Phase 1) 12.8% (20,700sf/ Phase 2) Total Lot Coverage proposed = 28.6% (Phase 1 & 2 combined) b. Landscape pgwyia 25% minimum required 36.6% proposed (including buffer areas) c. 2005 North Fork Industrial Park Subdivision Filed Ma i. 100' buffer required for frontage along CR 48 and Depot Lane Staff: the buffer area has been restored on the site plan to 100ft. Building #1 was relocated 1' north and 16' east. Load bearing grass areas may be required to provide emergency cross access to the adjacent parcels. n F. SEQRA: - Unlisted_Action - pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; G. Staff Notes: 1. This application is proposing to eliminate side yard landscaping on the adjacent site (site plan approved in June 2007) in order to connect the three (3) NF Self Storage sites together to operate as one; 2. Zoning Board of Appeals (ZBA) variances granted as applied for with one (1) condition: • Front yard (100' or average) granted at 27.1 feet & 25 feet • Condition: Prior to the issuance of a Building Permit, the applicant shall submit to the Board of Appeals a final site plan, as approved by the Planning Board, depicting the proposed 25 foot and 27.1 foot front yard setbacks from Commerce Drive, as approved herein, the 100 foot buffer either in a natural, undisturbed state in accordance with the "Subdivision Map of North Fork Industrial Park" filed with the Clerk of the County of Suffolk on January 25, 2005 (File No. 11215, ABS No. 15369) or showing any encroachment into the 100 foot buffer as approved by the Planning Board, and any other changes from the proposed improvements shown on the Preliminary Site Layout prepared by Kenneth Beckman, Land Surveyor dated August 2018 as submitted to this Board for the variance relief granted herein. V: Planning Board items to consider: 1. Accept the above referenced site plan application as complete for review along with the following: a. Classify the action as Unlisted under SEQRA as detailed above; b. Set the public hearing for August 5, 2019; c. Send referrals to the following agencies: Cutchogue FD, Town Engineer, Building Department, LWRP, ARC, Fire Marshall, Code Enforcement, Town Board, NYSDEC, SCDHS. 4 Suhinission Without a Cover Letter sjP �-- _.. ... Sender: 0 3 2 �°Y ...� M04 o5M4 r\ Subject: <, C�lr� u�n II3ii°d &� SCTM#: 1000 A Date: ! Comments: �t � s Brian, Here are 9 copies of 65 Commerce Drive, LLC showing the 100 ft. setback from Rte. 48 and Depot Lane, as per our request. Total vegetation is 65,365 square feet or 40.1%. Thanks Marty Kosmynka - � RECEIVEP Y MAY 2 4 X019 Hanning Board . ..� JONATHAN BROWN, PI.C. D. ATTORNEY AND COUNSELOR AT LAW ^ __ -.-- RECEIVED , 737 Roanoke Avenue Riverhead, NY 11901 f'R 1 5 2019 Telephone:(631)727-3948 Facsimile:(631)727-3950 --� sOutPi6l1 I"cirro Nanning Boaa'd April 12, 2019 IU0&m'r0C'2�4 5106ace. Hon. Donald Wilcenski Chairman Southold Town Planning Board 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Site Plan Kosmynka 65 Commerce Drive, Cutchogue,New York SCTM4: 1000-096.00-01.00-001.003 Dear Chairman Wilcenski: - I represent McCall Vineyards, owner of a vacant parcel across County Route 48 from the subject parcel and request the Planning Board include this letter among the public comments. The required 100 foot buffer is of concern to Mr. McCall where the existing facility has reduced the buffer to 75 feet and the subject site plan for the expansion does not provide an adequate buffer for the facility. We respectfully wish that the Planning Board note our limited opposition to the Site Plan because of inadequate buffering. Very truly yours, JONATHAN D. BROWN, P.C. that ;an D. Brown, Esq. JDl3:kn CC: Russell McCall . WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, March 25, 2019 4:00 p.m. Southold Town Meeting Hall 2:30 p.m. Executive Session —Advice from Town Attorney 4:00 p.m. Applications Pro'ect name: North Fork Woodworks SCTM#: 1000-61.-1-15.3 _. Location 810 Traveler Street, Southold Description: This site plan is for the proposed conversion of an existing 2,195 sq. ft. building to an office with accessory apartment, construction of a 744 sq. ft. accessory garage and 18 parking stalls on 0.46 acres in the Hamlet BusinessZoning District. _ _ ... ........... Status: I Pending Action. Referral Review taff Report Attachments: S. _ Prosect Name; 7 _ .......... ... 4,#; 1 �m 15 Pike Street Offices 1 SCTM � 1000-140.-2-22 j Location: 715 Pike Street, Mattituck Description: This site plan is for the proposed conversion of an existing 2 550 sq. ft. single family dwelling into a mixed use consisting of two offices on the first floor totaling 848 sq. ft., two 1-bedroom apartments on the second floor, a pre-existing non-conforming 1,330 sq. ft. cottage proposed to remain as an accessory apartment and eleven parking stalls all on 0.41 acres in the HB Zoning District. �.. __-----.., -............. ........ 4 Status: New Application Action: Completeness i � .. _Attachments ,Staff Report_ Project Name: North ForkSelf Storage III SCTM#, , 1000-96.-l-1.3 . Location 65 Commerce Drive, Cutchogue 1 ---- . .... Description: This Site Plan is for the proposed construction of one (1) 2-story self- storage building at 40,500 sq. ft., two (2) 1-story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 53 parking stalls on 3.7 acres in the Light Industrial Zoning District. �. _. _ Status Pendmineg Action: Update & Completeness m .v. . Attachments . _. JStandard Subdivision I SCTM#: 1000-3 Pro ect name-, Colton 8.-1.-1.8 _ Acres Stan e Location: +/- 275' west of Gillette Drive, East Marion . Description: This Standard Subdivision proposes to subdivide 4.24 acres into three 1.2-acre lots in the R-40 Zoning District. This parcel is located +/- 275' west of Gillette Drive in East Marion. status, Pending _ � .... _._ :. g. Action: Review for Sketch Plan Determination Attachments. Staff R_ sport Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date March 25, 2019 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date of Submission: May 29, 2018 Tax Map Number: 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.7 acres Building size 52,500sf"Phase 1" 20,700sf"Phase 2" 73,200sf total III: Completeness Review See attached checklist for Site Plan Requirements. This Site Plan is for the proposed construction of one (1) 2 - story self-storage building at 40,500 sq. ft., two (2) 1 — story self-storage buildings at 5,300 sq. ft. and 6,700 sq. ft. as Phase One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 53 parking stalls on 3.7 acres in the Light Industrial Zoning District. Timeline: May 29, 2018 - Submitted June 15, 2018 - Site Plan application found incomplete August 16, 2018 — revised site plans submitted September 10, 2018 — application found incomplete (obtain ZBA determination) February 26, 2019 - ZBA determination issued (see details below) February 26, 2019 — revised site plans submitted 1 IV: Analysis A. Existing: a. Vacant except for outdoor storage of portable storage units and rental trucks on 3.7 acre parcel; i. Parcel created as part of the North Fork Industrial Park Major Subdivision approved January 2005; ii. 100' buffer required from CR 48 as part of subdivision map; Staff: see staff analysis below; b. Surrounding land: i. Northeast: improved NF Self Storage on 3.1 acres in the LI zoning district; ii. Northwest: improved NF Self Storage on 1.1 acres in the LI zoning district iii. CR48 to the south and Depot Lane to the west B. Proposed construction: a. Phase 1 Three (3) buildings totaling 25,500 sf • Building #1 = 60' x 225' (40,500sf) 2 story (337"high; increased from 31') storage building; ■ 13,500sf basement ■ 13,500sf first floor 13,500sf second floor • Building #2 = 20' x 265' (5,300sf) 1 story (9'9" high) storage building with twenty-six (26) overhead doors; • Building #3 = 20' x 335' (6,700sf) 1 story (9'9" high) storage building with thirty-three (33) overhead doors, b. Phase 2 Two buildings/roof-over canopy totaling 20,700 sq. ft. 2 0 45' x 210' (9,450sf) 1 story RV Carport with 21 bays • 45' x 250' (11,250sf) 1 story RV Carport with 25 bays Staff: building elevations have been provided for Phase 1 & 2 C. Parking Required: Storage @ 1 per 1000s Phase 1: 52,500 / 1000 = 52.5 or 53 **Staff: Building #1 redesign now increases the gross floor area to 40,500sf. The 27,OOOsf expansion requires an additional 27 parking stalls; TOTAL stalls required = 53 TOTAL stalls provided = 53 (including 2 ADA) D. Access: • One driveway to Commerce Drive @ 24' wide • 20' wide cross access points to Northeast & Northwest parcels E. Bulk Schedule/Code Requirements: Light Industrial (LI) zone a. Lot coverage 30% maximum allowed 15.8% (25,500sf/ Phase 1) 12.8% (20,700sf/ Phase 2) Total Lot Coverage proposed = 28.6% (Phase 1 & 2 combined) b. Landscape coverage 25% minimum required 29.2% proposed (including buffer areas) c. 2005 .North Fork Industrial Park Subdivision Filed i. 100' buffer required for frontage along CR 48 and Depot Lane 3 280-4 Definitions Buffer: A natural or landscaped vegetated area along the boundaries of a subdivision, lot or parcel, designed to provide natural visual screening through the growth of dense vegetation, and ideally including evergreens; Staff: the buffer area is proposed at between 62' — 86' wide on the proposed site plan. Building #1 is located between 100' - 115' from property lines with paved access encroaching within the 100' buffer; The adjacent parcel to the east, proposed to be connected to this site by a new driveway, is not compliant with their approved site plan due to their encroaching into the same 100' buffer. F. Exterior Lighting: needs to be updated to include Phase 2 structures and/or any changes due to the revised Building #1 design. A photometric plan is provided on sheet L-1 of the site plan packet, G. Staff Notes: 1. This application is proposing to eliminate side yard landscaping on the adjacent site (site plan approved in June 2007) in order to connect the three (3) NF Self Storage sites together to operate as one; 2. Zoning Board of Appeals (ZBA) variances granted as applied for with one (1) condition: • Front yard (100' or average) granted at 27.1 feet & 25 feet • Condition: Prior to the issuance of a Building Permit, the applicant shall submit to the Board of Appeals a final site plan, as approved by the Planning Board, depicting the proposed 25 foot and 27.1 foot front yard setbacks from Commerce Drive, as approved herein, the 100 foot buffer either in a natural, undisturbed state in accordance with the "Subdivision Map of North Fork Industrial Park" filed with the Clerk of the County of Suffolk on January 25, 2005 (File No. 11215, ABS No. 15369) or showing any encroachment into the 100 foot buffer as approved by the Planning Board, and any other changes from the proposed improvements shown on the Preliminary Site Layout prepared by Kenneth Beckman, Land Surveyor dated August 2018 as submitted to this Board for the variance relief granted herein. 4 V: Planning Board items to consider: 1. Find the above referenced site plan application as incomplete and require the following be submitted before it is processed any further: a. With regard to the 100' buffer as detailed above and required in the 2005 subdivision, consider one of two options: 1) Provide a revised site plan showing the 100' buffer and re-establish the 100' buffer on the adjacent parcel to the east (SCTM# 96.-1-1.4) to be compliant with the filed subdivision map; OR 2) Consider an amendment to the filed subdivision map that reduces the buffer on the two parcels on CR 48. This would require a visual impact analysis for the proposed and existing buildings along CR 48 to provide the Board with a basis, if supported, to reduce the buffer. a) Details of a visual impact analysis would need to be discussed further if this is the chosen path • include existing buildings on adjacent parcel on CR 48 • include all proposed construction • include proposed trees and existing trees • photo-simulations from vantage points set by Planning Board b. Provide a revised photometric plan to include all on site lighting proposed for Phase 1 & Phase 2; c. Provide the correct site plan application fee (with regard to increased floor area of building #1): 1) Difference due: 27,000 X 0.10 = $2,700 d. Update the Full Environmental Assessment Form (FEAF) pursuant to SEQRA to account for the increase of Building #1 and modified use (interior storage, no mobile units); 5 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: North Fork Self Storage #3 Completed by: Brian Cummings Date: March 25, 2019 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. �l (2) The site plan review fee, as specified in Subsection B Incomplete due below. Editor's Note: See now § 280-138, Fee schedule for X to revised site plan applications. building #1 (3) A completed environmental assessment form. X Update FEAF (4) Nine copies of the site plan. �I (5) Four copies of a property survey, certified by a licensed land surveyor. �I B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: �I [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the �I applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. �I (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed 1, Checklist for Site Plan Application Completeness Southold Planning Department restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on �l one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation �l and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. �l (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property. Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for Incomplete; any proposed outdoor lighting or public address X Phase 2 not systems. included (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. Checklist for Site Plan Application Completeness BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson � ' " 53095 Main Road•P.O.Box 1179 ,► Southold,NY 11971-0959 Patricia Acampora A& Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 L m IT - http://southoldtownny.gov -"' ZONING BOARD OF APPEALS &�Jt,�t3:30TV\ATOWN OF SOUTHOLD FEB 2 6 2 1" Tel.(631) 765-1809•Fax(631) 765-9064 w ........ �� �u� �n�� Inc.:a�:V So cold " own,, Cler FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 21, 2019 ZBA FILE: 7239 NAME OF APPLICANT: S3S LLC,Martin Kosmynka PROPERTY LOCATION: 65 Commerce Drive, Cutchogue,NY SCTM No. 1000-96-1-1.3 SE ISA DEJFgR INATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated. October 19, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact, LWRP DETER .1�NATIQN: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF SOI. '11m1OL9 PLr N_ IN BO IL : This application was referred to the Planning Board for review and comments. In their memo dated January 30, 2019, the Board Chairman indicated that the Board had no objection to the variances requested since the proposed buildings are located in an established industrial park area and are consistent with the Town's Comprehensive Plan for Light Industrial zoned parcels. PROPERTY FACTS/DESC SIF'l It�N. The subject property is a 162,852 sq. ft. parcel located in the LI zone. The parcel has a frontage along County Road 48 of approximately. 380 ft, then runs north along Depot Latae for approximately. 158 ft. It then turns northeast towards Commerce Drive for 513.6 ft where it meets the road ending before returning 390.42 ft to County Road 48 as shown on a survey by Kenneth Beckman, LS, dated August 10, 2018. The property is unimproved with the exception of gravel at grade where the owner has placed mobile storage units when they are not in use. B..ASIS OF APPLIC 1ION: Request for Variances under Article XV, Section 280-64 A & C, and Section 280-50; and the Building Inspector's May 25, 2018, Amended August 10, 2018 and October 16, 2018 Notice of Disapproval based on an application for a permit to construct buildings for a self-storage business; at: 1) two builder lyaving-lesnhan---the-codes-required,°lnin°i m-front-yerd-setbeek-af f0G-fee 7 a right-G�way located --- at: 65 Commerce Drive, Cutchogue,NY. SCTM#1000-96-1-1.3. Page 2, February 21,2019 #7239, S3S,LLC,Martin Kosmynka SCTM No. 1000-96-1-1.3 RELIEF REM11,,ST ,, ): The applicant requests a variance to reduce the front yard setback from Commerce Drive to 25 fect and 27.1 'feet respectively, for two proposed self-storage buildings where the"Town Code requires a 100- foot minimum setback for each. ADDITIONAL 11jF01 ��ATJQN: Testimony was given by the applicant's attorney as to the character of the neighborhood. It was stated that,the proposed use is in keeping with the current.wrung, that it was a clean use, and that some of the other parcels in the subject neighborhood had either similar or more non-conforming front yard setbacks than what the applicant is proposing. Correspondence was received from the owner of the parcel across County Road 48, questioning any existing or proposed encroachment into the 100-foot buffer along the County Road, 48 & Depot Lane sides of the property. The buffer is included on this property as per a covenant placed by the Planning Board and depicted on Subdivision Map of North Fork Industrial Park filed with Suffolk County on January 25, 2005 (File No, 11215, ABS No, 15369). At the hearing the attorney representing that objecting property owner stated that his client was only interested in compliance with the current covenant For a 100 fl. buffer on the property fronting County Road 48 and did not object to the variances, as applied for. The applicant/owner of the subject property gave testimony that the covenants and restrictions would be honored. The applicant also gave testimony that the Southold Fire Marshal requires a 25-foot-wide paved fire lane be provided around all the buildings, Personal site inspections by Board Members and a Google Earth map both show that the adjacent parcel to the cast has been developed by this applicant into a self-storage facility, with an encroachment ofasphalt and storage pods into the 100 ft. buffer,fronting County Road 48. Letters from surrounding property owners supporting the project were submitted to the Board. FTN'DINGS OF FAQT/-R.EASQNS IS—FQK.DQARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 7,2019 at which time written and oral evidence were presented- Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §'267-b '3 b IL Grant of the variances, will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. `Fhe subject property is located in a Light Industrial area with similar sized buildas� gs, uses, and setbacks on adjoining properties, Commerce Drive ends a cul-de- sac that gets very little trafflic, it is at the end of the road, and all traffic is destined for either this, site, or the adjoining site. No other businesses are located at the end of this road. 2. Town Law §���)7-b 3b 'Flie benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The need for the front yard setback variances occurs mainly because of the curve of the cul-de-sac on Ccinitierce Drive. This brings the street into the property in what would otherwise be a front yard area 3. Town Law The variances granted herein are mathematically substantial, representing an approximate 75 �,'o relief' from the code. flowever, due to the cul-de- sac located along the Commerce Drive firontage of the property, any reasonable use of the property would require a variance. The adjacent buildings to the north, at 50 Cornmerce 'Drive are set back 15,9 feet from the front property line (ZBA Appeal# 6514). Page 3, February 21,2019 #7239, S3S,LLC,Martin Kosmynka SCTM No. 1000-96-1-1.3 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this industrial area will have an adverse iinpact on the physical or environmental conditions in the neighborhood. Other buildings in the area have similar uses and non-conforming front yard setbacks, Additionally, the required site plan approval by the Planning Board will ensure compliance with and/or mitigate any adverse impacts to the area, specifically with regard to filed covenants and restrictions relating to a 100 ft. buffer as depicted on the subdivision map. Also, the applicant must comply with Chapter 236 of the: Town's I Storm Water Management Code and the conditions imposed herein. 5. Town Law §267-b,3')(b) The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presurned that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minim-uni action necessary and adequate to enable the applicant to enjoy the beriefit or two self-storage buildings while preserving and protecting the character of the neighborhood and the health, safety and welfare ofthe community. 1-WSOLUTION Cid l ffl B ';PI : In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Lelmert, seconded by Member Planamento, and duly carried,to GRANT the variances as applied for. SUB�)'EC'EIDTIL YQLLQ ,IC gSDNDIIIQN: 1. P1ri0r to the issuance of a Building Permit,the applicant shall submit to the Board of Appeals a final site plan,as approved by the Planning Board, depicting the proposed 25 foot and 27'.1 foot front yard setbacks from Commerce Drive, as approved herein,the 100 foot buffer either in a natural, undisturbed state in accordance with the "Subdivision Map of North Fork Industrial Park"filed with the Clerk of the County of Suffolk on January 25,2005 (File No. 11215,ABS No. 15369) or showing any encroachment into the 100 foot buffer as approved by the Planning Board,and any other changes from the proposed improvements shown on the Preliminary Site Layout prepared by Kenneth Beckman,Land Surveyor dated August 2018 as submitted to this Board for the variance relief granted herein. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued /by deviationfi-oin the sursey, site plan andlor architectural(h-mvings cited in this decision will result in delay and or a possible denial 1�y the BuildingDepartinent of a building permit, and may require a nein application and public hecwing be �-e the Board of4Zoning Bd yeals. I fo 1 9 ,4n,y deviation from the variance(s)granted herein as shown on the architectural dra),vings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not author ized under this applicotion )vhen involving nonconformilies under the zoning code. This action does not caahorize 0)-ef,)jjd(r17e epryy cur)-eni orfiaure use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other.features as are axpressly addressed in this action, In the event that this is an qj,qnvval subject to conditions, the approval shall not be deemed q ffiective witil such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void, The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 4,February 21,2019 #7239, S3S,LLC, Martin Kosmynka SCTM No. 1000-96-1-1.3 Pursuant to Chapter 280-146(3) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a. subdivision map has not been filed with the Suffolk County Clerk,witbi.n three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes, Planamento and Lennert. This Resolution was duly adopted (4-0). (Member Acampora was absent) cslie Kani,s Weism , Chairperson - Approved for filing v� /4S /2019 To: Cummings, Brian A. Subject: RE: [Fwd: 65 Commerce Dr.] -------- -- ------4-.._W___Original Message_ _....---------------------- Subject: _____m__- _-_-_-__Subject: 65 Commerce Dr. A f 6 2019 From: rnartyk@ north forkselfstora�rrrUbihcocl i�)(VVJn- Date: , February 6 , p Pgarn:Anp19 ��rrar Tobrian.cummin s towri.sout o d.ny.us ... Brian-What I dropped off to you today was 10 site plans. You'll see I changed from a warehouse with exterior doors to a building with interior storage units. Please look at the elevations and floor plans, of which I also dropped off 10 copies. The size and height of the building did not change. Thanks, Marty North Fork Self Storage 50 Commerce Drive Cutchogue, NY 11935 Ph: 631-734-2177 Fax 631-734-2178 www.northforkselfstoraRe.com North Fork Self Storage 50 Commerce Drive Cutchogue, NY 11935 Ph: 631-734-2177 Fax 631-734-2178 www.northforkselfstor'aye cor-n OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �" S���� P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY ir Telephone: 631 765-1938 www.southoldtowuny.gov 1f1J!J!lJIIJ!I!Jr/1/!!l/yJ,,l/Jl1l,/lllll!Jll>diiff6rdr(��GrGLt�WGGf!;r.�'tiH,tiffiififiiG.f�GG'rGGGIbG�hf(N,fGffr1 P,J//J//J„111L1,.IiIJi/,1r1,,c11i11ir1r711iJ1((,'hf1,ffiFIf1NJ11rJfJ1Jlr JJ1!1(1I,lfG.!lllII�SAi @(rGifGdG!�ri7Y&d"NGf11YGGdr1/Jlfl1lf 11G! lfG ri 11 G . '- ii ........iGJ,,//II1.L.fff,ff(9f(/fffff„fff<f(fI(CifCf/(fsf�!l(JS6lG fN 'A PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Kanes Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Planning Board Chairman Members of the Planning Board Date: January 30, 2019 Re: Request for Comments for NF Self Storage (S3S, LLC) SCTM# 1000-96.-1-1.3 ZBA File #7239 The Planning Board has reviewed your request for comments regarding the above- referenced application and has no objections to the variances requested for the reasons outlined below. +• The proposed buildings are located within an established industrial park where existing buildings of the same use (storage) are located on both sides of the subject parcel; all of which is consistent to the Town of Southold's Comprehensive Plan for Light Industrial zoned parcels. Thank you for this opportunity to provide comments, and please feel free to call us with any questions. Southold Town Planning Board Work Session — September 10 2018 — Page 2 Project Name, First Universalist Church j SCTM#: ) 1000-63-6-6.1 & 6.2 Location: 51970 Route 25, Southold Description: � place of worship pand 32 parking for the ed construction struction of a one story 6,816 sq. ft. g stalls. There is an existing parish house and single family dwelling to remain, all on 1.2 acres in the Residential Offoning District. ice (_RO) Z n Status: � New Application Action: Completeness Attachments. Staff Report ..._.. . ._e_... w Project Name, North Fork Self Storage III SCTM #: 1000-9-6-1-1.3 Location: 65 Commerce Drive, Cutchogue Description. This site plan is for the proposed construction of three (3) 1 - story self- storage buildings at 13,500 sq. ft., 5,300 sq. ft. and 6,700 sq. ft. as Phasej One and two (2) RV Carport structures at 11,250 sq. ft. and 9,450 sq. ft. as Phase Two, with 37 parking stalls on 3.7 acres in the Light Industrial Zoning, District _ .e.. . _ e - Status: New Application m Action: p Com letenes S f Attachments: r Staff Report. ri LI iName: North g10 TraFork e erWoodworks thold . I S,. .CTM_#., e 1000-61-1-15.3 oton I Description. This site plan is for the proposed conversion of an existing 2,195 sq. ft. G building to an office with accessory apartment, construction of a 744 sq. ft. accessory garage and 18 parking stalls on 0.46 acres in the Hamlet M Business Zoning District. Status: CNew om Application Action: teness Attachments; l Staff Report Project Name. Jakub11 iu11 k Agricultural Bu11 ilding SCTM#. 1000 55-1-8.3 p oungs Avenue, So_uthold Lo scri tion; This sit Location: 5455 Y De e plan is for the proposed construction of a 1-story 12,000 sq. ft, building for agricultural storage, and no basement located on ±22.5 acres of farmland with Development Rights held by the Town of Southold in the AC Zoning District. Status: New Application Action: Completeness Attachments: Staff Report OFFICE LOCATION: MAILING ADDRESS: SO Town Hall Annex � � P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 to www.southoldtownny.gov ' loon d�w PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 13, 2018 Mr. Martin Kosmynka 50 Commerce Dr. Cutchogue, NY 11935 Re; Proposed Site Plan for North Fork Self Storage #3 65 Commerce Dr., ±524' e/o Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: I am writing as a follow-up to the Work Session held on September 10, 2018 where the Planning Board determined that the above-referenced Site Plan Application remains incomplete for review until the items listed below are completed and submitted. 1. Obtain a determination from the Southold Town Zoning Board of Appeals (ZBA) regarding the requested variances; 2. Provide building elevations and exterior lighting information for proposed "Phase 2" construction. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, Brian Cummings Planner Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date September 10, 2018 Prepared By; Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date of Submission.. May 29, 2018 Tax Map Number: 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site; 3.7 acres Building size 25,500 sq. ft. "Phase 1" 20,700 sq. ft. "Phase 2" 46,200 sq. ft. total III: Analysis A. Existing: a. Vacant except for outdoor storage of portable storage units and rental trucks on 3.7 acre parcel; i. Parcel created as part of the North Fork Industrial Park Major Subdivision approved January 2005; ii. 100' buffer required from CR 48 as part of subdivision map; Staff: the proposed site plan shows a buffer of 60' b. Surrounding land.. i. Northeast: improved NF Self Storage on 3.1 acres in the LI zoning district; ii. Northwest: improved NF Self Storage on 1.1 acres in the LI zoning district; iii. CR48 to the south and Depot Lane to the west, B. With reference to the Planning Board letter dated June 22, 2018: a. Provide $1,940 as the remainder of the fee for a new Site Plan application; Submitted: yes; b. Provide a separate Key Map showing the locations, names and widths of all rights-of-way within 500' of the subject site; Submitted: yes; c. Provide a separate Key Map showing location and owners of all adjoining lands within 500', as shown on the latest tax records, at a scale of one inch equals 100'; Submitted: yes; d. Provide a separate Key Map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.); Submitted: yes; e. Provide a completed Full Environmental Assessment Form (FEAF); Submitted: yes; f. Correct the Site Plan Application form to identify an individual to be the point of contact (Applicant, or Applicant's Agent), and verify the mailing address for Planning Board correspondence (only LLC names and addresses were provided on the form); Submitted: yes; g. In order for the Planning Board to fully understand how the subject site will interact with the adjacent sites, please provide additional pages for the site plan to include the following: i. One page to show all three North Fork Self Storage sites and how they will connect (including adjusted landscape coverage and percentages for the two previous sites); ii. Detail pages to show changes to the previous site plans. Submitted: yes; 7 C. Proposed construction: a. Phase 1 Three (3) buildings totaling 25,500 sq. ft. 60' x 225' (13,500 sq. ft.) 1 story (31'high) storage building with ten (10) overhead doors; 20' x 265' (5,300 sq. ft.) 1 story (9'9" high) storage building with twenty- six (26) overhead doors; 20' x 335' (6,700 sq. ft.) 1 story (9'9" high) storage building with thirty- three (33) overhead doors, b. Phase 2 Two buildings/roof-over canopy totaling 20,700 sq. ft. • 45' x 210' (9,450 sq. ft.*) 1 story RV Carport with 21 bays *shown as 5,300 sq. ft. on plan which is incorrect • 45' x 250' (11,250 sq. ft.) 1 story RV Carport with 25 bays Staff: no building elevations have been provided for Phase 2 D. Parking Required: Storage @ 1 per 1000 sq. ft. Phase 1: 25,500 / 1000 = 25.5 or 26 TOTAL stalls required = 26 TOTAL stalls provided = 37 (including 2 ADA and five (5) oversized stalls for "Penske Truck" rentals) Staff: Phase 2 RV Carports would provide 46 bays for RV parking; exceeding the 21 parking stalls required for storage E. Access: • One driveway to Commerce Drive @ 24' wide • 20' wide cross access points to Northeast & Northwest parcels J F. Bulk Schedule/Code Requirements: Light Industrial (LI) zone a. Lot coverage 30% maximum allowed 15.8% (25,500 sq. ft. / Phase 1) 12.8% (20,700 sq. ft. / Phase 2) Total Lot Coverage proposed = 28.6% (Phase 1 & 2 combined) b. Landscape coverage 25% minimum required 31.3% proposed (including buffer areas) c. 2005 North Fork Industrial Park Subdivision map i. 100' buffer required for frontage along CR 48 and Depot Lane Staff: the buffer area provided is only 60' wide on the proposed site plan; the proposed 60' x 225' building is located at 100' from the property line, however paved access is located within the 100' buffer. G. Exterior Lighting: a photometric plan is provided on sheet L-1 of the site plan packet; H. Staff Notes: 1. This application is proposing to eliminate side yard landscaping in order to connect the three (3) NF Self Storage sites together to operate as one; 2. Zoning Board of Appeals variances required (no application submitted as of 6/14/18) for the following: Front yard (100' or average), side yard setback (to WNW, <10') and more than 60 linear feet of frontage of a building (225' along CR 48) V: Staff Recommendations 1. It is recommended that the above referenced site plan application be found incomplete until the following are provided: a. ZBA determination regarding the variances listed above; b. Building elevations /floor plans; c. c. Exterior lighting information. 4 Q,b C P e> 4Lc I AT I (bc Submission Without a Cover Letter (i 21"118 Sender: a�� Lo's 0 to s w.. "�k �.u��� , r� i� .f"anr u 419 Al r ... Subject: SCTM#: 1000 - Date: (� I 1 col Comments: 01 S io Reco rd c acd ° Leese SuppDc-�- ® �i�ll C ARTICLES OF ORGANIZATION F SM, LLC Under Section 203 of the Limited Liability Company Law of the State of New York A DRAWDOWN L V CORPORATE SERVICES INC. L C I R , 52 SOUTH PEARL STREET,2ND FLR ALBANY,NY 12207 �I I' ARTICLES OF ORGANIZATION OF SM, LLC Under Section 203 of the Limited Liability Company Law of the State of New YorIc THE UNDMISIGNED,being a natural Person of at least ei ghteen(1 S) years of age and,acting as the , ori anizcr of the lizaited liability company (the "Company") hereby being formed under Section 203 of the Limited Liability COMpany Law of the State of New York(the"LLCL"), certifies that: FIRST- The name of the Company is: S3S, LLC SECOND: The county within the State of New York in which the principal office of the Company is to be located is SUFFOLK 'THIRD: The Secretary of State is designated as the agent of the Company upon whom process against the Company may be served. *The post office address within or without the State of New York to which the Secretary of State shall mail a copy of any process against the Company served upon such Secretary of State is CIO SHANE SMITH, 207 MONTAM HIGHWAY, P.O. BOX 480, SPEONY, NY 11972. FOURTH: The Company shall be managed by one or more members, IN WITNESS WHEREOF, I have subscribed these Articles of Organization and do hereby affirm the foregoing as true under penalties of perjury, this February 17,.2005. Sharon Babala Sole Organizer c/o BlurnbergExcelsior Corporate,Services 52 South Pearl Street, 2"d Floor Albany,NY 12207 STATEMENT OF ORGANIZATION OF THE SOLE ORGANIZER OF S3S, LLC THE UNDERSIGNED, being'the sole organizer of the within named limited liability company (the "Company"), formed under Article 2 of the Limited Liability Company Law of the State of New York (LLCL),does hereby state that: I The Articles of Organization of the Company under LLCL § 206 were filed by the Department of State of the State of New York on 2005. A copy of the Articles of Organization and the original receipt of the DepartmeM of State showing payment of the filing fee are annexed hereto.The same hereby, is ordered filed with the Operating Agreement of the Company. 2. At the tifne of its formation,the Company had at least one member, to wit: SHANE SMITH 207 MONTAUK HIGHWAY,P.O. BOX 480,SPEONK,NY 11972 3. The sole organizer herein is neither a member or a manager of the Company. 4. From this date hence, the undersigned, effective this date,has fulfilled the duties as the sole organizer of S3S, LLC, in accordance with the provisions set forth in LLCL § 203 and herewith relinquishes all ftirther duties relating to the organization and formation of the Company. IN WITNESS WHEREOF, I have made and subscribed this Statement of Organization,this 2005. SHARONBABALA Sole Organizer i w New York State Department of State Division of Corporations Biennial Statement e-Filing System SUBMISSION CONFIRMATION PLEASE PRINT FOR YOUR RECORDS Thank you for submitting your biennial statement online. The biennial statement submitted through the Biennial Statement e-Filing System has been transmitted to the Department of State. I Transmittal Informational: DOS ID: 3165880 BUSINESS NAME: S3S, LLC Filing Period: 0212017 Transmittal Date: 02/07/2017 01:31 PM Credit Card Auth Code: 00766E Credit Card Trans Id: 070217A14-EC830FE8-9FFF-43D5-9FEF-A94D24E6FD66 Last 4 Digits of Credit Card: 6028 Record Number; 20170207000363 The Credit/Debit Card has been charged $ 9.00 on: 0210712017 01:31 PM Upon successful filing of the electronic biennial statement in the records of the Department of State a filing acknowledgment will be sent to you at the a-Mail address provided: BERNIEG@SPEONKLUMBER.COM. Please note that modifications made through the e-Statement Filing System may not be j reflected in the records of the Department for 1 to 3 business days. If you have questions regarding your electronic filing please contact us at corporations@dos.ny.gov NYS Division of Corporations, State Records & Uniform Commercial Code One Commerce Plaza, 99 Washington Avenue Albany, NY 12231-0001 (518) 473-2492 7 PRINT THIS PAGE CLOSE APPLICATION, turret to Malt t i htts://a ext2O.dos.n . ov/co pbiennial ublic/co a e_biennial.ebiemial rocess 2/7/2017 P PP Y g rP_ � rP_ PP• � � G Barbara Clark From: Shane Smith Sent: Thursday,April 26,2018 7:53 AM To: Barbara Clark Subject: Fwd:65 Commerce Road S3S, LLC to Kosmynka G I 0 i 0, 1 Thank you, Shane Smith President Speonk Lumber Corp. p ?11: 25- 3UI f 631-325-1811 207 Montauk Hwy. PO Box 480 1aqo nl( Y 11972 wwww.soeonklwrmber.com„ "We Deliver...Since 19W Ii f Begin forwarded message: From:Krysten Flanagan<kfiana an aTs Date:April 25,2018 at 9:55:30 AM ERT To:Shane Smith<ShaneS s n lumber.corn> Subject:65 Commerce Road_S35,LLC to Kosmynka Good Morning Shane: Please forward to me the following items at your earliest convenience pertaining to S3S, LLC: 1. Filing Receipt f 2. Article of Organization ✓ a 3. Operating Agreement 4. Proof of Publication Best, Krysten Flanagan ? Legal Assistant i � t i Law Offices of Joseph A,SZIVI 48 Hill Street Southampton, NY 11968 631.283.5600 i C d pW I fi h D- f Z (IRS USE ONLV) 576A 04-28-2005S35L 3 0223625697 2553 I' 30371 i I' I i a A r i u Keep thin for your records. ( . 7-1997) ------------..------------------------,___-,---____-....__-..__-.._-----.,_____------_----__--------- f ur this rt With your Form SS-4, lic ti n k for Employer Identification Number. Please correct CP S76 A any errorsin your name or address. 0223625697 Your Telephone eat Time - ( - EMPLOYER IDENTIFICATION F - INTERNAL REVENUE SERVICE 535 LLC CINCINNATI OH 45999-0023 SMITH SHANE MIR IIIlIIIl IIIIIAIIIIIAIIIIlIIIIII 1111lI L11 IAIlII207 SPEONK NY 11972I DIVISION OF CORPORATIONS AND STATE RECORDS ALBANY, NY 12231-0001 r'. FILING RECEIPT � ENTITY NAME: S3S, LLC - - DOCUMENT TYPE: ARTICLES OF ORGANIZATION (DOM LLC) COUNTY„ SUFF SERVICE COMPANY: BLUMBERG/EXCELSIOR CORPORATE SERVICES SERVICE CODE: 39 FILED:02/17/2005 DURATION:********* CASH# :050217000662 FILM 4:050217000643 ADDRESS FOR PROCESS EXIST DATE C/O SHANE SMITH 02/17/2005 PO BOX 480 207 MONTAUK HIGHWAY SPEONK, NY 11972 REGISTERED AGENT I I I I FILER FEES 225. 00 PAYMENTS- 225. 00 FILING 200 . 00 CASH 0. 00 TAX 0 . 00 CHECK 0. 00 BLUMBERGEXCELSIOR CORPORATE SERVICE CERT 0 . 00 CHARGE 0. 00 52 SOUTH PEARL STREET, 2ND FLOOR COPIES 0 . 00 DRAWDOWN 225. 00 HANDLING 25 . 00 BILLED 0 . 00 ALBANY, NY 12207 REFUND 0 . 00 DOS-1025 (11/89) f v m d � l II � I I P I O I i m O m A � ccnn ry J W vcn � 9 g t� m a Q lA V\ �o C m I m I = z ? + cn r D G7 D l v m m O 0 0 1 0yI r m W z Z t �= 0 m C j i .r- Q v o � � 4 li q �-1 S w O O D p G m p O rr Q z mAk Z v « OJ I Planning Board Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 -Ch-a+rperson Donaldcs i amid bo-aFd rnerr, bersm _ � ....._.. My name is Mark Schill. I am a property owner in North Fork Industrial Park, lot 96-1-1.9. 1 have no issues with North Fork Self Storage building on lot 96-1-1.3. Sincerely, "IqnJV6� Mark Schill Planning Board Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Chairperson Donald J. Wilcenski and board members: M name is.1N �ll"�n��a�,� '�, I am a property owner in North Fork Y p p Y Industrial Park, lot 96-1-1.2 jhave no issues with North Fork Self Storage building on lot 96-1-1.3. Sincerely, Planning Board Town Hall Annex Building r 54375 Route 25 PO Box 1179 Southold, NY 11971 Chairperson Donald J. Wilcenski and board members: My name is �� AIa S}e "°s 'I am a property owner in North Fork � Industrial Park, lot 96-1-1.2 have no issues with North Fork Self Storage building on lot 96-1-1.3. Sincerely, Planning Board Town, Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Chairperson Donald J. Wilcenski and board members: My name is John Devello. I am a property owner in North Fork Industrial Park, lot 96-1-1.7. 1 have no issues with North Fork Self Storage building on lot 96-1-1.3. Sincerely, John Devello a Planning Board Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Chairperson Donald J. Wilcenski and board members: My name is Rick DeLea. I am a property owner in North Fork Industrial Park, lot 96-1-1.5. 1 have no issues with North Fork Self Storage building on lot 96-1-1.3. Sincerely, Rick DeLea 0 � i 54317$ !w ' OJBOX 1179 - e e, J,, f, n L � rh jt rsont DON �M �! s i and , amemrs'� F r e � 4 d � ' c. dark, to 96�14.11 .have issue ith N , hook building, l -1'13. r re fthe e, g ,SVP rV n 1 .v '�fJj Ap A pl r Fall Environmental Av,ves,vinont Form Part I Project and Setting (nstructions for Completing Part I Part I is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on cur-rent information; indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C, D&E, most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No", proceed to the next question. Section F allows the project sponsor to identify and attach any additional information, Section G requires the name and signature of the project sponsor to verify that the information contained in Part I is accurate and complete. A.Project and Sponsor Information, Name of Action or Project: North Fork Self Storage#3 Project Location(describe,and attach a general location rnap)" 65 Commerce Drive,Cutchogue,NY 11935 Brier Description of Proposed Action (include purpose or recd): Constmcfion of a one story Clearspan building,2 one story metal storage buildings and 2 one story metal RV carport buidlings. Name of Applicant/Sponsor: 'I"clephone:631-734-2177 Martin KosmunkaE-Mail:sales@naothforkstorge.com Address:50 Commerce Drive City PO:Cutchogue State:NY 21 p Code:11 9,35 Project Contact(if not same as sponsor-,give name and title/role): Telephone: Same as applicant. I I�.-Mail: Address: ,it,y/PO7 S.tate: ftp Code: e. Property Owner (if not same as sponsor): Telephone: 631-512-8718 535 LLC f E-Mail: ............. Address: 20 Fairline Drive C't�/Po: Sea Cliff State:NY zip co(L.;:'u lsl) Page I of 13 IL Governinaent Approvals B. Governinent Approvals, l-0uindlin4ro4 or Sponsorship, ("Funding"includes grants, loans,tax relief,and any other forms of financial assistance) _.... _.,.... . . —_.__... Government If Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,.1....._.. own Board, OYesfONo _ or Village Board of Trustees b.City,Town or Village YesE1No� Planning Dept.appprovprovTown of Southold Plan g . _,. ___-.._. _..... ... .. ... _..._...._.. ,... . ....... al Planning Board or Commission _ _. .. ..... _.___ ... c.City Council, own or __Yes[]No town of Southold Boards of Appeals _Village Zoning Board of Appeals approval d. Yc .. agencies ._.......cnc Other local a g s No ., ..c .Countyagenc ......_m._ �—_ .... ..... _ ___._.. . s Yes No ....... .n. ------ ......_.. .................... -------- f. _-__f Regional agencies Yes' No ............. ... g. State agencies Ycs No ..__. _ _ .._.. .. . ._..._u........ _..._ h.Federal agencies __....... ........ m_._.._ __ .. ...___- _. -- ...- . s Yes No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront arca of a Designated Inland Waterway? f_JYcsFANo ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? El Ycs No iii. Is the project site within a Coastal Frosion Hazard Area? Ej Ycs0 No C. Planning and Zoning C.I.Planning and zoning actions. 0 Will administrative or legislative adoption,or amendment of a plan, local law,ordinance,rule or regulation be the J Yes No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C, F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part I C.2.Adopted land use plans. a.Do any municipally-adopted (city, town,village or county)comprehensive land use plan(s)include the site TOYesONo where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action Yes No would be located? ......._. b. Is the site of the proposed action within any local or regional special planning district(for example: Gr w .. Greenway Yes No Brownfield Opportunity Area(BOA);designated State or Federal heritage area-, watershed management plan; or other?) If Yes, identify the plan(s): e. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, L-]Ycs5zNo or an adopted municipal farmland protection plan? If Yes, identify the plan(s): Page 2 oC 13 C,3. Zoning a. Is the site of the proposed action located in a municipality with an adopted 'p� y zoning law or ordinance. GAYa:sNo If Yes, what is the zoning classification(s)including any applicable overlay district? .. _ i b. Is the use permitted or allowed by a special or conditional use permit'? mn. J El YcsO No c. Is a zoning change requested as part of the proposed action? _.. .. . .,...._..m.�.... . _ ...__._ —Ycs No If Yes, i, What is the proposed new zoning for the site`? C4. Existing community services. a. In what school district is thero'ect site p J located? Mattatuok .. _... ........... ...... .............. .. __._._._ . Y -..------------ ............ _ b. What police or other public protection forces serve the project site? Suffolk County Police Dept. e. Which fire protection and emergency medical services serve the __... ...--- m� .._., .- ---. project site? Cutchoguo d.What parks serve the project site? Causeway Beach District Park,Bay Avenue Park,Veterans Memorial Park D. Project Details 0.1. Proposed and Potential Development a. What is the genera[nature of the proposed action(e.g..µ ., residential, industrial,commercial, recreational; if mixed, include all components)?Commercial .... ...... ..._m_.__ „m ... . .... .. .. ._ .m. .._.. . . _..... m._. . .. - - b. a.Total acreage of the site of the proposed action`.? 4 T385 acres b.Total acreage to be physically disturbed? _ 2.722 acres c.'total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 7,888 acres c. Is thero osed action an expansion of existing project p p cct orr use? YesO Na i. [f°Ycs, what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: _. _ d. Is the proposed action a subdivision,or does it include a subdivision? �` �. .,. m. ...... __ .���, .., ., . _ .... op stun`. Yes ONo If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial; if mixed,specify types) ii, is a cluster/conservation layout proposed? Oyes o W. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e. Will proposed action be constructed in multiple phases? Ycs[.]No i. If No,anticipated period of construction: rnornths ii. If Yes: • Total number of phases anticipated _ 3 ® Anticipated commencement date of phase I (including demolition) 2. month 2019 year m Anticipated completion date of final phase ? rnonth 2021 year ® (Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases, Cltag,e 3 f 13 E Docs the project include new residential s _..0 __.. . ....... ..4 . I I . oars? f jYcaj0No If Yes,show numbers of units proposed. One Family Two Family Three Family Mu! iil7110 Fundy(fjopg of rnore) Initial Phase _ At completion ofail phases g. Does the proposed action include new non-residential construction(including expansions}. Yes[ o � � � �jN pa if Yes, i.Total number of structures ii. Dimensions(in feet)of largest proposed structure, 3t°height; _60'width, and725"length iii. Approximate extent of building space to be heated or cooled: o square feet h. Does the proposed action include construction o other �activities � ' t _. _...._... ..:m, p p � r other activities that will result in the impoundment of any _ Ycs No liquids,such as creation of a water supply,reservoir,pond, take,waste lagoon or other storage? If Yes, i. Purpose ii. awater impoundment,impoundment: the principal source of the water: 0 Ground water Surface water streams 00ther specify: iii. If other than water, identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: ruaullirorn g:MODS; Md'aca area: aw;rc,n v. Dimensions of the proposed dam or impounding structure: _ height length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.Z. ProJect Operations a. Does the proposed action include any excavation, mining,or dredging,during construction operations,or both? ]Yes .. No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsitc) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth,sediments,etc.) is proposed to be removed from the site? Volume(specify tons or cubic yards). Over whal duration w, Nim c',,1 _ iii.. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv. Will there be onsite dewatering or processing ofexcavated materials? LjYcsUNo If yes,describe. _ v. What is the total area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? 1[]YcsE]No ix. Summarize site reclamation goals and plan b. Would the proposed action cause or result in e,increase n alteratioof, inase or decrease`n size ofor J�A�T � .. . encroachment Y�, ^"�Nu.a into any existing wetland, waterbody,shoreline, beach or adjacent arca? If Yes: i. Identify the wetland or waterbody which would be affected(by name, water index number,wetland map number or geographic description): _ Page 4 of 13 __. - . ii, Describe how the proposed action would affect that waterlindy or wetland,e.g. excavation, fill,placement orstructurcs,rn�' alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii. Will proposed action cause or result in disturbance to bottom sediments'? Yes No If Yes,describe: iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? Yes No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquadc vegetation remaining after prod cct.cornpletion • purpose of proposed removal(e.g. beach clearing, invasive species control,boat access): method proposed of plant removal; • if chemicaVhcrbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/ itigation following disturbance: c. Will the proposed action use,°orcreate a new demand for water? Yes.° °o If Yes: i. Total anticipated water usage/demand per day: gallons/day ii. Will the proposed action obtain water from an existing public water supply? Elyes o If Yes: • Name of district or service area: • Does the existing public water supply have capacity to serve the proposal? El YcsE1 No Is the project site in the existing district? 0 YcsO No • Is expansion of the district needed? ❑YcsE3 No ® Do existing Lincs serve the project site? El YcsE3 No iii. Will line extension within an existing district be necessary to supply the project'? E1YcsEJNo If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: a _ iv. Is a new water supply district or service area proposed to be formed to serve the project site? El Ycs No If,Yes: • Applicant/sponsor for new district: _,. ._. ....._ _.. ... ....... .. • Date application submitted or anticipated: • Proposed source(s)of supply for new district: V. If a public water supply will not be used,describe plans to provide water supply for the project: V1.if water supply will be from wells(public or private),maximum pumping capacity: _ _gallons/minute. . Wilt the.... action generate ___.._ .__.._._............._....r... ...�..m__ _. _.. ,....._ ._ ... �...... .. _. .M_..a..� Ycs.°_�w.,...,... proposed g ate liquid wastes` o If Yes: i. Total anticipated liquid waste generation per day; gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater, industrial; if combination,describe all components and approximate volumes or proportions of each): iii. Will the proposed action use any existing public wastewater treatment facilities? _. Ycs No [ryes: • Nanw of wastvwaNcr treatment lxlanr W be used: P u _ ",Iain ��1 dis riict-, • Does the existing wastewater treatment plant have capacity to serve the project? OYcsONo • Is the project site in the existing district? Yes[ No • is expansion or the district needed? [_7Ycsl]No �i)o existing�.scvvcr lines serve the project site? ........ .. � ..w .w� .,. � �.._,. ,,__,�... ..._,�... . . ...—._ _...__ Yeg�.�N. o • Will line extension within an existing district be necessary to serve the project? lJ]Yes_ No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? Yes No If Yes: • Applicant/sponsor for new district: _ • Date application submitted or anticipatcd: • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): Vi. Describe any plans or designs to capture, recycle or reuse liquid waste: c. Will the proposed action disturb more than one acre and create stormwater runoff,either from new point 0Yes(]N 0 sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. Flow much impervious surface will the project create in relation to total size of project parcel? Square feet or 1420 acres(impervious surface) Square feet or 3.133 acres(parcel size) ii. Describe types of new point sourc . N/A _ iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? If to surface waters, identify receiving water bodies or wetlands: N/A • Will stormwater runoff flow to adjacent properties? Ycs0 No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? _ Ycs No f. Does the proposed action include,or will it use. i ,._, ..e o � ....u es ... ... _,r.. ...s,including , u c>n site,one or more sources of air emissions,including fiicl LlYesONo combustion,waste incineration,or other processes or operations? If Yes, identify: i. Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(c.g.,process emissions, large boilers,electric generation) g y . ..._w� (above), q Registration, Facility Will an air emission sources named in D.2.f above require a NY Stat,Air Re istration Air _ Permit, J_1YcsJZNo or Federal Clean Air Act Title IV or Titic`/Permit? If Yes: i. is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet Ycs No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: ® Tons/year(short tons) of Carbon Dioxide(CO2.) Tons/year(short tons)of Nitrous Oxide(NZO) Vons/ya,.ar(short tons)of Pcrfluorocarbons(PFCs) - -Ions/year(short tons)of Sulfur Ilexafluoride(SF(,) Tons/year(short tons)of Carbon Dioxide equivalent of llydroflourocarbons(FIFCs) 1'owdyear(short tons)of f lazardous Air Pollu.tiints(HAPS) Page 6sof13 h. Will the proposed action generate or emit methane.(inrhidin, but not limited to,sr.w._a._..g_n__. trralmnnt planle, J .]YM,:aaNn landfills,composting facilities)? If Yes: i. Estirnatc methane generation in tons/year(nnctric): - - ii. Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring) i. Will the proposed action result in the release of air pollutants from open-air operations or processes,such as _ _._.__... . .- ..... YY es No quarry or landfill operations? If Yes: Describe operations and nature of emissions(e.g.,diesel exhaust, rock particulates/dust): m Will the paction result in a substantial increase in traffic above p resent levels or generate substantial — j• proposed P g .....w..-._. .. []Ycso No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): El Morning El Evening Weekend El Randomly between hours of to ii. For commercial activities only,projected number of semi-trailer truck trips/day: iii. Parking spaces: Existing l°roposed Net increase/decrease iv. Does the proposed action include any shared use parking? E]Ycso No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within %mile of the proposed site? Yes No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric Yes[]No or other alternative fueled vehicles? viii. Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing Yes No pedestrian or bicycle routes? k. Will the proposed action(for commercial or industrial projects only)generate new or additional demand EyesoNo for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: $500.00 ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): Local utility during Phase 1 &Phase 2.On-site renewable electricity with solar panels. ........ m .-.. . —-- _..._. . _�_.__._.......,.. ......,,,,,, W. Will the proposed action require a new,or an upgrade to,an existing substation? Yes No 1. Hours of operation._..... ...._ .....-�..�-.,___ Answer all items which apply, i. During Construction: ii. During Operations: • Monday- Friday° 7;00 am-7:00 pm Monday- Friday: 24 hours • Saturday: + Saturday: 24 hours • Sunday: • Sunday: 24 hours • Holidays:. • Holidays: 24 hours Fuge 7 of 13 m. Will the proposed action produce noise that will exceed existing ambient noise revels during construction, operation,or both? !f yes: i. Provide details including sources, time of day and duration: Construction noise may exceed ambient noise levels.I lowever,it will only occur between 1:00 am and 7:00 pm pursuant to Town Code Chapter 180-7, ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen'? 1::11 Yes 1No Describe: — _ ._...... __..... . .. ...... _ _... .m . __ _..__ _ _..... n.. Will the proposed action have outdoor lighting? OYcsONo If yes: i. Describe source(s),location(s),height of f xturc(s),direction/ai ,and proximity to nearest occupied structures: All lighting will be at the lowest height and illiminance level necessary for sate use as per Town Code Chapter 172-5. ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? Yes No Describe: �o. Does the proposed action have the potential to produce odors for more e hour p ._ p p p p than one hour per day? Yes No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p. Will the proposed action include any bulk storage of petroleum(combined capacity of over l 100gallons) El Yes VJNo or chemical products 185 gallons in above ground storage or any amount in underground storage? If„y cs: i. Flro iu cA( Ie be aru'aA w i"'� I ii. Volurne(s) _____ per unit tirne (e.g., month,year) W. Generally describe proposed storage facifitics. q. Will the proposed action(commercial, industrial and recreational projects only)use pesticides(i.e.,herbicides, Yes ONo insecticides)during construction or operation'? If Yes: L Describe proposed treatment(s): ii. Will the proposed action use Integrated Pest Management Practices? El Yes No _ r. Will the proposed action(commercial or industrial projects only)involve or require the management or disposal El Yes ONo of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: Construction: tons per (unit of time) • Operation tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: a. ..., _ Operation: ,..�..... .. ..m_m e..__ _..........---.. iii. Proposed disposal methods/facilities for solid waste generated on-site: Construction: Operation: _ Page 8 of 13 s. Does the proposed action inrinde constriction or inodi(icatic s mlid waste man gement facility'? L7 Yes M No I f Yes: i. 'type of rnanagernent or handling of waste proposed RDr the s`zc(L!.g.,recycling or trans ter station,composting, landfill,or other disposal activities): ii. Anticipated rate ofclisposal/processing: ® Tons/month, if transfer or other non-combustion/thcrmal treatment,or 'Pons/hour, if combustion or thermal treatment iii lflandfill,anticipated ,le life years t.Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous �.,,,jYes� N p p lve o waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii.Specify amount to be handled or generated _tons/month iv. Describe any proposals for on-site minimization, recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? - Ycs[. No If Yes: provide name and location of facility ........_ _.. � _.. If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: There will be no hazardous wastes. E.Site and Setting;of Proposed Action Nola Land uses on and surrounding the project site a. Fxisting land uses. i. Check all uses that occur on,adjoining and near the project site. Urban El Industrial 5a Commercial ❑ Residential(suburban) El Rural(non-farm) El Forest Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-} Roads,buildings,and other paved or impervious 0.91 2.65 +1.74 surfaces ® Forested 0.68 1.01 +0.33 Meadows,grasslands or brushlands(non- 2.15 0 -2.15 agricultural, including abandoned agricultural) Agricultural 0 0 0 (includes active orchards,field,greenhouse etc.) Surface water features 0 0 0 (lakes,ponds,streams, rivers,etc.) .-, _,.e.. .. --_ _ . .._F _ Wetlands(freshwater or tidal) 0 0 0 Non-vegetated(bare rock,earth or fill) 0 0 0 Other Describe:Non fertilizer dependent vegetation 0 0,08 +0.08 Page 9 of 13 _w c, Is the project site presently used by members of the,community for public recreation? [A Yr sf,'. INn i. If Yes: explain: d. Are there any facilities serving children, the elderly,people with disabilities(e.g.,schools,hospitals, licensed 0 Yeso No day care centers,or group homes)within 1.500 feet of the project site? if Yes, i. Identify Facilities: e. Does the project site contain an existing dam? El YesE No If Yes: L Dimensions of the dam and impoundment: Dam height: _ _ feet • Dam length: _ feet • Surface arca; acres "rlrulouur C irnpouuu°ualol; .._ gallons OR crr:•660. U. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: f.Has the project a or industrial solid waste management ® s site ever been used as a municipal,commercial ement facility, ❑Yes No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? 0 Yes No • If yes,cite sources/documentation: .......... ii. Describe the location of the project site relative to the boundaries of the solid waste management facility W. Describe any development constraints due to the prior solid waste activities: g. Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin 0 YcsRJ No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities, including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any U Yr 10 No remedial actions been conducted at or adjacent to the proposed site? If Yes: L Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site Yes No Remediation database? Check all that apply: EJ Yes—Spills Incidents database Provide DEC ID number(s): Yes--Environmental Site Remediation database Provide DEC ID number(s): El Neither database U. If site has been subject of RCRA corrective activities,describe control measures W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? Yes No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s). Page 10 of 13 M, Identify the predominant wildlife species that occupy or use the project site: _ e: .. . Wild birds - .u. n. f Yes: community?the project srtc contain a desi natcd significant naturalp comm untty? _ Ycs!, No i. Describe the habitat/community(composition, function,and basis for designation): ii. Source(s)of description or evaluation: - iii. Extent of community/habitat: • Currently: • Following completion of project as proposed: acres • Gain or loss(indicate+or-): - acres endangered or threatened y sP P s listed by cs o. Does project site contain an s eases of plant or iniin,il Vli tt a Elis " °lea alrygoveriauiieatt cti N Y'�gas Y g ,or does it contain any aii cis adcntq Heil as Idatf yM,Nt Esti stat eiialangei°cal ttm°thre;iteiicd speeies"/. Yes No p e project site contain a,,y pe _ special h P J s cies of pi or animal that is listed b NYS as rare or Y r as a specie's of concern? If es give i brief description of how the proposed used for huntin trapping,q.Is the project site or adjoining area currently g, PP g,fishing or shell fishing? m . Yes,g P action may affect that use: ❑Yes®No a. I,„tDesignatedct Public Re he project or any portion of it,located in a designated agricultural J Site Is _ sources On or Near Project S g t certified urs.._ Agriculture and Markets Law,Article 25-AA,Section 303 and 3047tural distric — - p uant to ❑YesONo If Yes, provide county plus district name/number: If �. i.i1t�Yes.- a� id ata<���s���t��tPof highly productive soils present? � _ b. Yes I J 7 �.._I . w r ii: Source(s)of soil ruin, s : _.. - __.c Does the project e contain all or part of or is it substantially contiguous toNatural Landmark? registered National ❑Yes®No If Yes: i. Nature of the natural faindinark: El ii. Provide brief description of landmark,including ical values behindily designation and approximate 1 Feature pp ximate size/extent: If d Is the project site located in or does it adjoin a state listed Critical Environmental Area? _... _ Yes .. Yes: � No i. CEA naive: U. Basis for desi n g ation: iii. Designating agency and date: � Page 12 of 13 P, hoes the project site contain,or is it P w_ .... _ _r Substantially contiguous to,a building,archaeological site,or district U Yeses No which is listed on,or has been nominated by the NYS Board of historic Preservation for inclusion on,the State or National Register of Historic Places'? If Yes: i. Nature of historic/archaeological resource: ❑Archaeological Site ❑historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: ......_ ....... ... f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory'? Have additional archaeological or historic sites or resources been id g• g ( ) ' entified on the project site. ❑YesNo If Yes: i. Describe possible resource(s): _ ii. Basis for identification: m,.. ................... . .... - — ——.... n...... .. .. h. Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No scenic or aesthetic resource? If Yes: L Identify resource: ii. Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii. Distance between project and resource miles. _ ..... i. Is the project site located within a designated river corridor under the Wild,Scenic and,.. r d Recreational Rivers ❑YesNo Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. C. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Date Signature _ i itle 9 N H" FORM _.. Submission Without a Cover Letter � gT Sender: mo,(4vr( Kc)-,)M�cwt Subject: NU�-�Y1 Se\-� SI-YO ?) SCTM#: 1000 - P CO.- -1 .3 Date: Comments: OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �QF so P.O. Box 1179 54375 State Route 25 k'" Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov C4UNT`I; � PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: June 27, 2018 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check Date/No. North Fork Self_................_... ...... ..������...... Storage Site Plan 96-1-1.3 $1,940.00 6/27/2018 3132 NORTH FORK SELF STORAGE, LLC SUFFOLK COUNTY NATIONAL BANK 50 COMMERCE DRIVE CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NY 11935 50-546-214 (631)734-2177 O PAY TO THE $ / ORDER OF CA� OL ARS 8 MEMO /„ �errkaM Wcnr�a n■003132V i:021405464X 61 003210 4u. Submission Without a Cover Letter Ullll 21 0)07 PN ro��mg Board Sender: K\004 Us"alc6t �. � Subject: lqnllA SCTM#: 1000 - 9 X11 ^ I — l Date: (n Comments: cjk A4jacerJ pYA" 1 D Planning Board LE �in Board Town Hall Annex Building r 54375 Route 25 PO Box 1179 Southold, NY 11971 Chairperson Donald J. Wilcenski and board members: M name is�i I�i� �a� I am a property owner in North Fork My p p Y Industrial Park, lot 96-1-1.2. have no issues with North Fork Self Storage buildingon lot 96-1-1.3. Sincerely, O' jL,j__ ai Planning Board �' � 18 p9annilliq Board Town Hall Annex Building a 54375 Route 25 PO Box 1179 Southold, NY 11971 Chairperson Donald J. Wilcenski and board members: My name n�isAk S�e h°s 'I am a property owner in North Fork � Industrial Park, lot 96-1-1.2 have no issues with North Fork Self Storage building on lot 96-1-1.3. Sincerely, Planning Board Southold TOW pja�jn'tng Board Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Chairperson Donald J. Wilcenski and board members: My name is John Devello. I am a property owner in North Fork Industrial Park, lot 96-1-1.7. 1 have no issues with North Fork Self Storage building on lot 96-1-1.3. Sincerely, John Devello W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Route 25 , Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 ,,. www.southoldtownny.gov tiMIl M 3a, PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 22, 2018 Mr. Martin Kosmynka 50 Commerce Dr. Cutchogue, NY 11935 Re: Proposed Site Plan for North Fork Self Storage #3 65 Commerce Dr., ±524' e/o Corporate Rd. & Commerce Dr., Cutchogue SCTM#1000-96.-1-1.3 Dear Mr. Kosmynka: am writing as a follow-up to the Work Session held on June 18, 2018 where the Planning Board determined that the above-referenced Site Plan Application is incomplete for review. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Provide $1,940 as the remainder of the fee for a new Site Plan application; 2. Provide a separate Key Map showing the locations, names and widths of all rights-of-way within 500' of the subject site; 3. Provide a separate Key Map showing location and owners of all adjoining lands within 500', as shown on the latest tax records, at a scale of one inch equals 100'; 4. Provide a separate Key Map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.); 5. Provide a completed Full Environmental Assessment Form (FEAF); 6. Correct the Site Plan Application form to identify an individual to be the point of contact (Applicant, or Applicant's Agent), and verify the mailing address for North Fork Self Storage#3 Pa e2 Jupp 22, 2013 Planning Board correspondence (only LLC names and addresses were provided on the form); 7. In order for the Planning Board to fully understand how the subject site will interact with the adjacent sites, please provide additional pages for the site plan to include the following: a. One page to show all three North Fork Self Storage sites and how they will connect (including adjusted landscape coverage and percentages for the two previous sites); b. Detail pages to show changes to the previous site plans. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully„ Brian Cummings Planner Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date June 18, 2018 Prepared By: Brian Cummings I. Application Information Project Title: North Fork Self Storage #3 Applicant: 65 Commerce Drive, LLC Date of Submission: May 29, 2018 Tax Map Number: 96.-1-1.3 Project Location: 65 Commerce Drive Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 3.7 acres Building size 25,500sf"Phase 1" 20,700sf"Phase 2" 46,200sf total Site Plan packet Table of Contents: III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis A. Existing: a. Vacant except for outdoor storage of portable storage units and rental trucks on 3.7 acre parcel; i. Parcel created as part of the North Fork Industrial Park Major Subdivision approved January 2005; ii. 100' buffer required from CR 48 as part of subdivision map; Staff: the proposed site plan shows a buffer of 60' 1 b. Surrounding land: i. Northeast: improved NF Self Storage on 3.1 acres in the LI zoning district; ii. Northwest: improved NF Self Storage on 1.1 acres in the LI zoning district iii. CR48 to the south and Depot Lane to the west B. Proposed construction: a. Phase 1 Three (3) buildings totaling 25,500 sf 60' x 225' (13,500sf) 1 story (31'high) storage building with ten (10) overhead doors; 20' x 265' (5,300sf) 1 story (9'9" high) storage building with twenty-six (26) overhead doors; 20' x 335' (6,700sf) 1 story (9'9" high) storage building with thirty-three (33) overhead doors; b. Phase 2 Two buildings/roof-over canopy totaling 20,700 sf • 45' x 210' (9,450sf*) 1 story RV Carport with 21 bays *shown as 5,300sf on plan which is incorrect • 45' x 250' (11,250sf) 1 story RV Carport with 25 bays Staff: no building elevations have been provided for Phase 2 C. Parking Required: Storage @ 1 per 1000sf Phase 1: 257500 / 1000 = 25.5 or 26 TOTAL stalls required = 26 TOTAL stalls provided = 37 (including 2 ADA and five (5) oversized stalls for "Penske Truck" rentals) 2 Staff: Phase 2 RV Carports would provide 46 bays for RV parking; exceeding the 21 parking stalls required for storage D. Access: • One driveway to Commerce Drive @ 24' wide • 20' wide cross access points to Northeast & Northwest parcels E. Bulk Schedule/Code Requirements: Light Industrial (LI) zone a. Lot coverage 30% maximum allowed 15.8% (25,500sf/ Phase 1) 12.8% (20,700sf/ Phase 2) Total Lot Coverage proposed = 28.6% (Phase 1 & 2 combined) b. Landscape coverage 25% minimum required 31.3% proposed (including buffer areas) c. 2005 North Fork Industrial Park Subdivision map i. 100' buffer required for frontage along CR 48 and Depot Lane Staff: the buffer area provided is only 60' wide on the proposed site plan; the proposed 60' x 225' building is located at 100' from the property line, however paved access is located within the 100' buffer. F. Exterior Lighting: a photometric plan is provided on sheet L-1 of the site plan packet; G. Staff Notes: 1. This application is proposing to eliminate side yard landscaping in order to connect the three (3) NF Self Storage sites together to operate as one; 2. Zoning Board of Appeals variances required (no application submitted as of 6/14/18) for the following- 3 • Front yard (100' or average), side yard setback (to WNW, <10') and more than 60 linear feet of frontage of a building (225' along CR 48) V: Staff Recommendations 1. It is recommended that the above referenced site plan application be found incomplete and to require the following be submitted before it is processed any further: a. Provide a revised Notice of Disapproval from the Building Department and make an application to the Zoning Board of Appeals (ZBA). Note that revised lot coverage and landscape coverage numbers to include Phase 2 should be submitted to the Building Department (along with any other information required by the Building Department), to ensure the Notice of Disapproval is based on accurate information. b. Site Plan Application corrections: i. Provide the following for the proposed Phase 2 development: 1) Building elevations and floor plans; 2) Correct lot coverage percentage to include the square footage of the Phase 2 buildings; 3) Provide correct building area calculations (see above) 4) Exterior lighting information/photometric plan; ii. Include an analysis of the changes to landscape percent coverages on the other parcels that would result from the proposed removal of some side yard vegetation to join the sites. c. Provide the correct site plan application fee: i. Provided: $4,530; ii. Required: $500 Flat fee $1,350 ($500 per additional acre over the first = 500 x 2.7 acres) $ 4,620 0 Oc per sf x 46,200sf) $6,470 4 iii. Difference due: $1,940 d. Provide a Full Environmental Assessment Form (FEAF) pursuant to SEQRA; e. Correct the Site Plan Application form to identify an individual to be the point of contact (Applicant, or Applicant's Agent), and verify the mailing address for Planning Board correspondence (only LLC names addresses were provided on the form) 2. Should the Planning Board consider allowing the sites to be joined, recommend merging the lots (as done in past site plans), and creating one large amended site plan for all three sites. This would allow the Board to fully understand how the sites interact. 5 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: North Fork Self Storage #3 Completed by: Brian Cummings Date: June 18, 2018 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. X Incomplete (2) The site plan review fee, as specified in Subsection B Incomplete below. Editor's Note: See now § 280-138, Fee schedule for X site plan applications. (3) A completed environmental assessment form. X FEAF required (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the X nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest X tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed 1 Checklist for Site Plan Application Completeness Southold Planning Department restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows- [1] ollows:[1] Alignment and schedule plan. [2] Grading and drainage [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features. Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes ponds, dunes, bluffs, beaches, kettleholes escarpments, wildlife habitats, flood hazard areas erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the X subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for Incomplete; any proposed outdoor lighting or public address X Phase 2 not systems. included (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161 Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans Incomplete: Phase showing the proposed use of floor area. X 2 not provided Notes: Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness Submissioli Without a Cover Letter SL,X4 s' Sender:. � �05���� ��..iC� �'. a5 2(}18 Subject:.. ----ELH12�ng BoardN SCTM#: 1000 - q�.�'" �•� Date: 6/15A Comments: (q) WwA umwsIoO 4.�c�vt��S b � YFRA �,K Manin Kosmaka 50 Commerce Drivee Cutchogue,NY 11935 Phone 631-345-9427 Fax 631-345-9429 June 14, 2018 Brain A. Cummings Planner, Town of Southold Southold Town Hall Annex 54375 State Route 25 PO Box 1179 Southold,NY 11971-0959 RE: 65 Commerce Drive, Cutchogue North Fork Self Storage#3 Dear Mr. Cummings, I am writing to you in response to the Notice of Disapproval dated 5/25/18,regarding my project located at 65 Commerce Drive, Cutchogue. SCTM No. 1000-96-1-1.3 1. "Structures shall be set back at least 100'from the right of way." Planning Dept.wants a 100' setback to Depot Road and Route 48,as was done on 50 Commerce Drive(North Fork Self Storage#4).Also,Fire Marshall Bob Fischer wants a 100 foot rear yard setback to allow for fire access. Which will result in a 25 foot front yard set back to the right of way(Commerce Drive). 50 Commerce drive was granted a variance for a 15 foot front yard setback. Please see Planning Board approval letter dated 05/07/2013 & 10/08/2013 and BZA File#6823 dated 02/04/15. 2.All buildings(after both phases are complete) note more than 60 linear feet of frontage. 115 Commerce Drive(North Fork Self Storage#2)was granted a variance for 75' frontage along Depot lane(BZA File#6259 04/14/14) 3.Bulk schedule requires minimum a minimum side yard setback at 20 feet I am proposing a 10 foot side yard to correct a problem at 115 Commerce Drive which has a 16 foot drive aisle. The drive aisle would now increase to 30 feet,which is supported by Fire Marshall Bob Fischer. Please refer to pictures of the building in the package. �'�l•' - cq / APPEALS BOARD MEMBERS Southold Town Hall Ruth D.Oliva,Chairwoman 53095 Main Road-P.O.Box 1179 VL Gerard P.Goehringer Southold,NY 11971-0959 Vincent Orlando v Off James Dinizio,Jr. Town Annex/First Floor,North Fork Bank Michael A. Simon 54375 Main Road(at Youngs Avenue) OVUM$ Southold,NY 11971 http://southoldtown.northfork.net ,., . .... �. BOARD OF APPEALS w TOWN OF SOUTHOLD C E. ri, S)l Tel. (631)765-1849-Fax(631)765-9064 JAN •..n4 2006 .y. FINDINGS, DELIBERATIONS AND DET RMINATIO f MEETING OF DECEMBER 1,2006 rad:�o!d T�,rn ZB File No. 5779—MARTIN KOSMYNKA, Contract Vendee (Tide Group,Current )--I-- Property Location: 50 Commerce Drive, Cutchogue CTM �"�,�M �.#41-, , 1 L fj19-1LRMINATIO : The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. ft�F i F CT�J11 r�i I"" The applicant's 3.07 acre vacant site has 98 feet along Commence Drive (cul-de-sac) in Cutchogue, and is located in the Light Industrial Zone District. [LA, �11Z "UI I�LIGATIO : Building Department's August 2, 2005 Notice of Disapproval, citing Section 100- 43C in its denial of an application for a building permit for an accessory apartment within a public storage building is not permitted under the provisions of the zoning code for accessory uses. The Zoning Board of Appeals held a public hearing on this application on November 17, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant: RIAI" CF RI .IW,I FSE: II..IF S31 JD: The applicant wishes to add a 902 sq.ft.Apartment dwelling unit, next to the 725 sq. ft. office area, all within one of the proposed new buildings (building referred to as Phase 1)to be built for public storage use in this Light Industrial Zone District. BE_AgjONfS_FOR BOARD ACTION. On the basis of testimony presented, materials submitted and personal inspections.the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new apartment (dwelling) unit will consist of 902+- square feet and is proposed for the purpose of residency by the manager-employee of the public warehouse facility at this, site. Access to the storage units by the public is availrible 24 .hours a day by the employees of the vt rahouse facility. If the variance were not,approved, an employee would not be able to reside at the site as part of the management and security of the public warehouse operations. 2. The benefit sought by the applia; nt for on-site living space for the manager of the public warehouse facility cannot be achieved by some method, feasible for tiler applicant to pursue, other than by approval from the Zoning Board of Appeals for variance relief. 3. The variance granted herein is substantial. ' Fuge 2—Demimb ror 1,2006 MFile Ref.57701—Martin Kosmyn CTM 96-1-1 A 4. The difficulty was self-created when plans were designed for a business with a residential unit in a Light Industrial Zone District. 5. No evidence has been submitted to suggest that a variance In this community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6.Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an apartment for the employee-manager of the public warehouse facility, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. R:SOttl"f'ON jfaQ!pf�R In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Orlando, seconded by Chairwoman Oliva, and duly carred,to GRANT the variance as applied for, as shown on the 418105 site plan (A-1) and A-0 Plan of elevation and screening, prepared by DiGlovanni & Associates, Architects, SUBJECT to the condition that the occupant of the accessory apartment must be employed as the public storagetwarehouse manager. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted(5-0). Ruth D.Oliva, Chairwoman 121 105 Approved for Filing AILING ADDRESS: PLANNING 13E S ° " ,, P.O. Box 1179 " y Southold, NY 11971 DONALI)J.WILCENSKI Chair �v " I^ OFFICE LOCATION: WILLIAM J.CREMERS � � � a �w Town Ball Annex PIERCE RAFFERTY � 54375 State Route 25 JAMES 11.RICH III ',w �� " (cor. Main d. &Youngs Ave.) MARTIN H.SID6R �� Southold, NY Telephone: 631 765-1938 Fax: PLANNING1 . I TOWN OF S UT11 LD May , 2013 Mr. Martin Kosmynka 50 Commerce Drive Cutchogue, NY 11935 Re: Amended Approval: Proposed Site Plan for North.Fork Self Storage Carport Located at 50 Commercerive, +/-594' east of Depot Lane, th e 1 -9 -1--1. Zoning District: Light Industrial Dear Mr. os na: The following resolution was adopted at a meeting of the Southold Town Planning Board on May 6, 2 1 : WHEREAS, on December 12, 2011, site Marr approval was granted for a proposed addition ofan 1,800 . . carport on the existing 3.1 acre North Fork Self Storage site i the LI Zoning District where four existing buildings total 53,425 s.f. The 0' x 45' carport woulda used as a stagingarea for customers to have temporary cce o containers. The carport is proposed to be built on an existing asphalt area; and WHEREAS, ril 18, 7013, the applicant submitted a revised site plan proposing the approved 40'x 4 ' c arporl to be enclosed on all sides for protection from the elements for Customers and employees and for the purpose of temporary customea,ac(x,ass to mobile units; additionally, the building is proposed to be decreased in height by ,:U; and WHEREAS, at a Work Session held on May 6, 2013, the Planning Board reviewed the revised ropos I and determinedthat the December 12, 2011 approval resolution b amended', therefore be i RESOLVED, t t the Southold Town PlanningBoard grants Approval to the proposal for the addition of walls to the carport, as shown on the plan entitle "North Fork Self, Storage Plan, Details lev tions -2", prepared by DiGiov nni & Associates, Architects, on February ry , 2013 and authotize,,.) the Chairman to endorse the referenced plan after the following condition is met: 1. The applicant shall obtain approval from the Southold Town Zoning Board of Apel ( ) for any variances required. North Fork_SelfW Stora t T � J4µ . �.. 1, 2�D1 Please note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. . All storm water run-off from grading, driveways and gravel areas must be contained on site. . Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may e issued unless the Planning Board approves the changes to the plan. copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office, Very truly yours, N Donald J. ilcensi Chairman Encl. cc: Building Dept. w/map Town Engineer /map 97, ILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 Southold,NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS � � �.. Town Hall Annex PIERCE RAFFERTYt + 54375 State Route 25 JAMES H.RICH III � (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ` ��� ' � «� Southold,NY Telephone: 631 765-1938 Fax: 631765-3136 PIANNING BOARD OFFICE TOWN OF SOUTHOLD October 8, 2013 Mr. Martin Kosmynka 50 Commerce Drive Cutchogue, NY 11935 Re: Approved Site Plan for North. Fork 9elt -940rage Car"POr"t: 50 Commerce Drive, +/-594'slo Corporate Rd & Commerce Dr, Cutchogue SCTM#1000-96-1-1.4 Zoning District: Light Industrial Dear Mr. Kosmynka: "'Fre F-Ilarrninc board Fras fund that the regr.rirernents, of the above: referenced site plan have beer°l completed based on the site inspection made October 4, 2013 and the Work ork Session held on October 7, 2013. I'he site is now in conformance with the approved site plan entitled "North Fork Self Storage", prepared by I)IGiovanrii & Associates, Architects, dated February 6, 2013 and last revised April 10, 2013. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office.. Very truly yours, ODIC Donald J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Town of SoutholdAnnex 10/10/2013 " 11.0. Box 1179 6 9 54375 Main Road Southold, New York 11971 •ZA errrnW CERTIFICA,rE OF OCCUPANCY No: 36563 ate: 10/10/2013 THIS CERTIFIES that the building ACCESSORY Location of Property: 50 Commerce Dr, Cutchogue, SCT : 473889 Sec loc ,ol: 96.-1-1.4 Subdivision: Filed Map No. mot No. conforms substantially to the Application for Building Permit heretofore filed in this officed datedoffice 2/14/2013 pursuant to which Building Permit No. 37833 dated 2/28/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: cc 5sp. _p2rport a�gppbj tl for,pgr, I ,A #6514 dated 11/117/I The certificate is issued to LCOS LLC" (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENTOF I-JEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37833 8/7/13 PLUMBERS CERTIFICATION DATED Au til Berl �at�tt:aro FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector To Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY ® Z-33061 tom® 06 THIS CERTIFIES that the buildingSELF S'I0 .............. --- Location of Property. 20345 CR 48 CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 96 Mock I Lot 1.4 Subdi-vision Filed Nap No. - Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 1, 2007 pursuant to which .......... Buil.ding Per ".t no. 33482_Z dated OCTOBER 23, 2007 was issued, and conforms to al.l of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is TWO STORY SELF-STORAGE BUILDING (#4) AS APPLIED FOR. The certificate is issued to LCOS LLC ................................ (OWNER) of the aforesaid building. SUFFOIX COUNTY OF HEAL"I APPROVAL N/A ........... EIJ9CTRICAL CERTIFICATE NO. 8639 05/22/08 ® CERTIFICATION DA 110) N/A ................................... Authorized Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32363 Date- j§jL1L07 THIS CERTIFIES that the building FIRE PROTECTION SYSTEM Location of Property: 20345 CR 48 CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 96 Block 1. Lot 1.4 Subdivision -Filed Map No. - Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER:...__.1., 2006 pursuant to which Building Permit No. 324915- Z dated NOVSIMBER 15 2006 was issued, and conforms, to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is INSTALLATION OF A FIRE ALARM PROTECTION SYSTEM AS APPLIED FOR. The certificate is issued to KOS LLC ........... (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTM10T).' OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 3028799 04/2 /0"1 PLUMBERS CERTIFICATION DATED -- N/A --------- ................. Authorized signature Rev. 2/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date. 02 o® Z-3,2185 THIS CERTIFIF-S that the building �)TORA(,E BUILDING #3---- --1-.m Location of Property: 20345 CR 48 CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473069 Section 96 Block 1 Lot 1.4 Subdivision Filed Map No. --- Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 6, 2006 pursuant to which Building Permit No- 322244 dated 2006 was issued® and conforms to all of the requirementB of the applicable provisions of the law. The occupancy for which this certificate is issued is SELF S1310RACE BUILDING #3 AS APPLIEDFOR............ ...... The certificate j.s issued to KOS, LLC (OWNER) of the aforesaid building, SUFFOLK COUNTY DEPARI'MEWT OF HEALTH APPROVAL RjEL,TwIV-AL CERTIFICATE NO. 3004520 .... pLUKaKRS CERTIFICATION DATED N/A ..... Aiithor:.Lze Signature Rev, 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUII®DI:NG DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No. Z 322362 ,0E!/2l_/ 0"1 1S CERTIFIES that the building SPI,F.......STO...._.._GE FACILII'"' Location of: Property. _20345 CR 48 CUTC HOGUE _. .._._ . ((HOUSEN®o) ;Ia;7} (' - LET) County o �. 889 Secti-on 96 BlockLot 1.4 Subdivision Filed map No. Lot No conforms substantially to the Application for. Building Permit heretofore _....— —._ I��uzsua�nt to which filed .a n thin o:Ef ice dated LY 6, 2 0 0� Building Permit-, No•. 32262-Z dated AUGUST 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued PL ��ICII""�AGE FACILITY WJj'-1 OFFICE I- AP?"�F�I Ea'X AS APPLIED FOR � AS �a `a .. . _.. ... ..... . C0XDT r _.._ _.T . .......OF ZRA #57 7 9. .DATED :1.2/0.1/0-55. The certificate in issued to LCOS LLC. ..._,.. ......n.,, (OWNER) of the aforesaid building. SUFF0IJK C'OUNTYDEPARTMENT OF HEALTH APPROVAL C10-05-0010 ELE(7rRICAL CERTIFICATEO e 30;?879 04/24 .. .� PLUMBE1ZS CERTIFICATIONOS/2I. 07 13URTS PPLIAI-ILF_ INC. Ile ;-i'o"ri'zed e Rev. 1/81 BOARD MEMBERS Southold Town Hall BOE S � , 53095 Main Road•P.O.Box 1179 Leslie Kanes Weisman,Chairperson r ' e Southold,NY 11971-0959 Eric Dantes C ,f"(sea I t,tatica?r: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank 54375 Main Road(at Youngs Avenue) GeorgeHoming g Kenneth Schneider C�(JN� Southold,NY 11971 "'�'����� �� http://soijtholdtown.nor-thfork.net RECEIVED ZONING BOARD OF APPEALS AIl:Lf1� TOWN OF SOUTHOLD4 Tel.(631)765-1809•Fax(631) 765-9064 Ij X01 oxhold.Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 22,2015 ZBA FILE: 6823 NAME OF APPLICANT: 115 Commerce Drive, LLC/2232 Roses Brook Farm, LLC PROPERTY LOCATION: 115 Commerce Drive(Depot Lane), Cutchogue,NY SCTM# 1000-96-01-1.2 S'1 t3I A 171 I l,RMIN l lt" N: TI-we Zoning Board of Appeals has visited the property under consideration in this application and dclenninacs that this review falls under the Type.II category of the State's List of Actions; without further steps under SEQRA. L tfN I. _ l �SI',1" L LRATT, I„k COI)) : This application was referred as required under the Suffolk �f.l �!Ql, I C!1�a „ County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 29, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. I-o4 JRP I;,)1V 1T'f��h^INATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exearalat list and is not subject to review under Chapter 268. RROPa LY I,AC 1 S/'I,71ttl)'11C .,°, Subject parcel is a conforming lot located in the LI zone district. It is hit L ov d witl°a a two strar•y nraelal building. It has 48.50 feet o1'Frontage on Conamcrce Drive, 513.60 feel along the eastern propel y line, 173.70 fact on Depot 1.„tans. and 440.97 feat along the western property line as shown on the survey prepared by Kenneth 14, Beek.a-aaar, LS„dated October 1,2008, last revised 11/12/2014. BASIS 0 APP,r ATION:: Request for Variance from Article XV, Section 280-63 (Bulk Schedule) and the Building Inspector's December 1, 2014 Notice of Disapproval based on an application for building permit for construction of".an "as built" third floor conditioned space to an existing commercial building, at; 1) more than the code permitted maximum two stories. IS1 =: The applicant requests a variance to maintain the, as-built "conditionedspace” above theIf [I caretakers Aat.)arttuerat as a third story where the code permits the maxinit�arn of two stories, as shown oar the architectural plans prepared by David A. DiGiovanni, R.A., dated 1.1/11/2013, shcct A-5 Attic hloor Plan and sheet 6 Elevations, and the as-built survey of property by Kenneth H. Beckman, L.S., last dated 11/12/2014 ADIN'TI )NAL I LC.„[�I"�^lAa_ION: The subject parcel was granted variances in appeal 46259 to permit the co a astrue-tienra ofa 1, 43'5 set. fl. 0.accessory apartmentto be used by to wate.lartuln/cIllplcayce of the :tango business, for security purposcs within the sub.*i public storage building,;, andto pernai�t the subject storage building to have 75 lout Of road frontage carr Dclwt 1,arte, wlae.,,rc than° code permits to m a:xiarauna of 60 feet offrontage, The proposed as-built third stony conditioned tattier, spa,tce, with stairs was not shown on the approved plans, T'he applic,an 'erwner testifiacal ;at the hearing that he would fil(c to ease the 3'd story attic space as a habitable home office in association with the as built apartment. The Board of Appeals received comments from the Southold Town Planning Board on Pagel of 3—January 22,2015 ZBA46823—115 Cbmmerce Prive,LLC/2232 Roses Brook Farm,LLC SUMP1000-96-1-1.2 Thal the above conditions be written into the Building Inspector's Oertificate of Occupancy, when issued: Pursuant to Chapter 280-146(B) of the Code or the Town of Southold anyvatiance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, a11d/or a subdivision map has not been filed with the Suffolk Comity Cletk,,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant am extension not td exceed three (3) eonseeutive one (1) year terms. Vote of the Board., Ayes_Members Weisman(Chairperson),Schneider, Horning,Dantes. (Absent was Member Coehringer) This Resolution was duly adopted(4-0). Leslie:l :e1)0� Weism...n.__.. ��.._ an, Chairperson Approved for filing / /��. /2015 MAILING ADDRESS: PLANNING BOARD MEMBERS Southold,Box 1179 11971 JERILYN B.WOODHOUSE Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS " 54375 State Route 25 MARTIN H.SIDOR (cor.Main Rd.&Youngs Ave.) GEORGE D.SOLOMON 10 , Southold,NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 1,2005 Mr.Martin Kosmynka PO Box 1270 Cucthogue, NY 11935 Re: Proposed Site Plan for North Fork Self Strogae 50 Commerce Drive, Cutchogue SCTM# 1000-96-1-1.4 Dear Mr. Kosmynka, This is to inform you,the Planning Board(PB)held a Work Session on August 29, 2005 to review and accept the Cutchogue Fire District comments along with the Architectural Review Committee(ARC) approval. Attached you will find a copy of the letter and minutes for your records. If there are any questions you can contact us at(631)765-1938 between the hours of 8:00 a.m. and 4:00 p.m. RVein s, B Senior Site Plan Reviewer CC:file, attachment APPEALS BOARD MEMBERS � +,� Southold Town Hall Ruth D.Oliva, Chairwoman x, 53095 Main Road-P.O. Box 1179 VL— Gerard P.Goehringer Southold,NY 11971-0959 Vincent Orlando ) Jilt : James Dinizio,Jr. Town Annex/First Floor,North Fork Bank Michael A. Simon 54375 Main Road(at Youngs Avenue) Southold, NY 11971 htip:Hsoutholdtown.northfork.net . BOARD OF APPEALS TOWN OF SOUTHOLD � � a � Tel.(631)765-1809-Fax(631)765-9064 i � � JAN - 4 2006 FINDINGS, DELIBERATIONS AND DETERMINAI.10 MEETING OF DECEMBER 1,2005 --- -° ZB File No. 5779—MARTIN KOSMYNKA, Contract Vendee (Tide Group,Current 0 rreel Property Location: 50 Commerce Drive, Cutchogue CTM F_ ATETEF MINATI N: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project Is implemented as planned. PROPERTY FµACT"SMESCI I TION. The applicant's 3.07 acre vacant site has 98 feet along Commerce Drive (cul-de-sac)in Cutchogue, and is located in the Light Industrial Zone District. BASIS OF-_ f" I I &1 i N: Building Department's August 2, 2005 Notice of Disapproval, citing Section 100- 43C in its denial of an application for a building permit for an accessory apartment within a public storage building is not permitted under the provisions of the zoning code for accessory uses. FINDINGS OF ACT The Zoning Board of Appeals held a public hearing on this application on November 17, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: VARIANCE: RELIEF REQUESTED: The applicant wishes to add a 902 sq. ft. Apartment dwelling unit, next to the 725 sq. ft. office area, all within one of the proposed new buildings (building referred to as Phase 1) to be built for public storage use in this Light Industrial Zone District. REASONS FOR BOARD ACTIOIJ: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new apartment (dwelling) unit will consist of 902+- square feet and is proposed for the purpose of residency by the manager-employee of the public warehouse facility at this site. Access to the storage units by the public is available 24 hours a day by the employees of the warehouse facility. If the variance were not approved, an employee would not be able to reside at the site as part of the management and security of the public warehouse operations. 2. The benefit sought by the applicant for on-site living space for the manager of the public warehouse facility cannot be achieved by some method, feasible for the applicant to pursue, other than by approval from the Zoning Board of Appeals for variance relief. 3. The variance granted herein is substantial. ................ Psge 2--Decorrrber 1,2005 213 File Ref.5770-Martin Kosmynil CTM 96-1-1.4 4. The difficulty was self-created when plans were designed for a business with a residential unit in a Light Industrial Zone District. 5. No evidence has been submitted to suggest that a variance In this community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an apartment for the employee-manager of the public warehouse facility, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. BESOLUlmlO 'I iF BOAi t : In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Chairwoman Oliva, and duly carried,to GRANT the variance as applied for, as shown on the 416105 site plan (A-1) and A-0 Plan of elevation and screening, prepared by DiGiovanni & Associates, Architects, SUBJECT to the condition that the occupant of the accessory apartment must be employed as the public storage/warehouse manager. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-0). Ruth D.Oliva, Chairwoman 12.16-i�N 105 Approved for Filing 0 0 . PIANNING E SP.O.Sox 1179 JE L B. UODOUSE �� � � Southold,NY 11971 Chair '"" OFFICE LOCA11ON.- WILLL4M LOCATION.-J.CREMERS Town Hall Annex KENNETH L.EDWARDS 54375 State Route 26 MARTIN H.SIDOR (cor.Main Youngs Ave.) GEORGE D.SOLOMON SoutholdNY, Telephone:681765-1938 631765-3136 PIANNING BOARD OFFICE TOWN OF SOU HOL MEMORANDUM Date: e to r 1, 2005 Michael Verity, Principal Building Inspector Jamie is r, Ton Engineer From: Bruno Semon, Senior Site Plan Reviewer North Fork elf Storage Status: Final review. In reference to theabove, attached you will find a revised site plan. The Site Plan r the current proposed build out of this site. Please review for comments, concerns and certification. This site plan is fora Mini self storage facility with 5 buildings of 37,925n a 3.06 acres parcel in the Ll Zone located approximately 370' e/o Depot Lane on the / /o County in Cutchogue ( ) 1000- .-1-1. The site plan materials enclosed are for your records and does not need to be returned o the Planning Board. Thank you in advance. cc: file c. II dates are pb received dates, Site layout and plan8/16/05. Town of Southold Annex 1/30/2015 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY 37406 Date: 1/30/2015 THIS CERTIFIES that the building COMMERCIAL Location of Property: 115 Commerce Dr, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 96.4-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/19/2013 pursuant to which Building Permit No. 38661 dated 3/3/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: (110MME Al.,1' 1)11 1 1+0 1 l l)lNG l l F 1_3 LG1:,... 1_'_9 0,RmY.. F ICE, C Rk 1"AKER' APAR 'MEN] AM) 3RD FLOOR UNC"( NDF]"_ll;1e�11� 131j_ 1 fJB ( EIT,SI'A( 1;1"T:It ZIJA DECISION ISIO #6823 DATED 01-22-2015 and lB _I')I ClSION #6259 DATID 04-14-20 1, AS Al'l'1',IED FOR The certificate is issued to 115 Comm.Dr. LLC/2232 Roses Brook Rd F (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL CIO-08-0012 12-22-2014 ELECTRICAL CERTIFICATE NO. 38661 12-01-2014 PLUMBERS CERTIFICATION DATED 12-10-2014 Mattituck Plumbing ul ca krc Si Lure FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32184 Date: 0„2 .0.. f 0 A THIS CERTIFIES that the building STORAGE BUILDING #2 Location of Property: _.....w._ 20345 CR 48 CUTCHOGUE...„,... .A......__ .�-__..�__-........_..----.._.m.....W_._ ,.. _.a...� .�. .._..... . (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ M3BB 9 Section 96 Block 1 Lot 1.4 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 6 �20e06 pursuant to which Building Permit No. 32224-Z dated JULY 20, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued _ NG #2 AS APPLIED FOR. is SELF STORAGE BUILDING The certificate is issued to KOS, LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTIMUrf OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 3004520 PLUMBERS C92RTIFICATION DA .T._ ..... . utk�cal i zed Signature Rev. 1/81 e rare n",a N 6 i I a,i sb a 1' o� N�',oA4 VI n� qWC�; ICp W ,ars � RECEIVED OEC 5r 2014 Fee _ Filed By Assignment No VNING B0AtfaLF APPEALS APPLICATION TO TI-1 IJ 11 1 ]'OWN BOARD OF APPEALS _ �.. .� �,_ _ I _ e House No Street !(„ .. " /'� J. hamlet r SCTM 1000 Section-16 Block_—LLot(s) 1, Lot Sizes ` one �r_ .__ ' ' N DETFIIMINA�110N OF T111+1, 1IIP11 DING, INSPECTOR I"Ofd I (4 I+y) 1 .1 l I+,AI," IIS WIII DATED 01 ]IASI+D ON�SIJRV]i', /S'1 l 1s,1 I„AN IdA l I+I) �` _ . .. . _ � Via. �._� ..- 3_ C � Owner(s)�_.i �°r' R T ��(�9� �' _.�._.� � .�._....��. "�_ Mailing Address:. ._._� co mp R Telephone: .. /7 Fax: j 3y ._�..� .S . ..,Email y 5"14"'5' ....--........... q tr NOTE: In adclitrrn to flaw abrl,ve ,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Rept esentalive: ` )/"'t "1`r for(4)-l(1wner( )Other: Address:—59 I l ' _. .._. ,� n �/' I �'� Eax: Telephone: Email: I'll za �,check to speri � hoyou wish correspondence to beniailed tofrom the above uaxnes: pplicanl/Owner(s), ( )Authorized Represetrlative, ( ) Other Naine/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 11 �5%1°„l K and DENIED AN APPLICATION DATED L) ` —)O/WOR: ( )Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) t"hange of Use snot Other• for A Built Construction C I O t __ �' Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning quote the Ar 1oclea: W no notealcti made for: _ "Valise tion ieO'►7 /T)�s' 2 Ordinance Nr nu b rs. _ - _._ _.. Type of Appy sl. An App 70 /? /� S ( ) A Variance to the Zoning Code or Zoning Map. A Variance due to lack of access (✓f Interpretation of the Town CoderA lisle b New York StFtrfion Tare"n Law- Section YJ/ _ --- ��. A prior appeal ( lias, has not been made Revt:r�s:rl r• they _ �.at any toorlc ras+itl7 o�ret 9 tat�I���w UNDER Appeal Nol 2_ Year(s). �r/l� - G v (Please be sure to research before completing this question or call our office for assistance) Name ot`Owner; ZBA File# APPLICANT'S PROJECT DESCRIPTION j APPLICANT: gip'onez? .. . J.n _. .... . .- DATE P EPAItfJ)-I .. 1. For Demolition of Existing Building Areas Please describe areas being removed: ._......RECEIVED n. _— . _.._._ 11.11--.- -7 . .__.. II.New Construction Areas (New Dwelling or New Additions/Extension OF:APPEALS QNING BOARD... ._ l/ O Dimensions of Dimensions of new second floor: Tai' /�y�r ' zm4 first floor extension C Dimensions of floor above second level: "'" r Height(from finished ground to top of ridge): `. Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Num_ _F_. 1Alterations: ,, Number of Floors and Chan 7t,��WITII Alte ons _ �" _� ,� .. a IV. Calculations of buildingareas Existing square footage of buildings on you overage(from srarvyaa ) and lot coverage .y:_ .�..... .. � .t_.� g�. _�w� � "✓�... _ Proposed increase of building C'.r rtt,: . ........ Square footage of your lot: Al t ._ � f ? '_r Percentage of coverage of your lot by building area V Purpose of New Construction L/ C v L pp p ,__��_ /.L � VI. Please describe the land contours(slat,slope %, heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement (s): Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 1 617.20 3 Appendix B Short Environmental Assessment Form I In sl ruct!i(ms for Coul al11tikw Part l -Project lnformatioar. The applicant or project sponsor is responsible for the completion of Dart I, Re, �.a�„�PF�EALS become part of the application for approval or funding,are suNect to public review,and rnary be subjmtvnl``j ~ � l��,ttha�aa'a. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. a Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. i Part 1 - In Sponsor and Project S , a � p Information Name of Action or Project: I Project Location(describe,and attach a location map): Brief Description of Proposed Action: F F I c4!_ 07/''9 CC Wig Tct�l Nlr�P �/7 12 1 STviQr TL ®N � y 3 gam/ sq Name of Applicant or Sponsor: Telephone G 3'f mil ®sM. fl`/ _... ... 1 .5. 7 L Mail. Address: ........m.. . .... .,.. , ,.. Cat /PO: State. Zi Code: Ho v L ..- 1.goes the proposed action only involve the legislative adoption of a plan,local law,ordin nce, N YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval ��� fun _r „ r pp oval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: �.. , 3.a.Total acreage of the site of the proposed action? ] acFee q �j b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on adjoining and ne 'r-the parrrposed ctioipt. ❑Urban 13 Rural(non-agriculture) Industrial ❑C,armmcrcial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify), ❑Parkland Page 1 of 4 4 5, a sA theproposed use tunde P P s NO �Yh 5 N/A .. p r the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. landscape?Is therosed action consistent int with the predominant character of the existing"built or nat ural NO VES , If Is the site ofthe ro Yes ed P posed–action located in or cl�res rt adjoin, IfSa state listed 4.re �dll rtrraa.art�l Areas NO YES identify: ,.— ..n._.._..mw.., � _ P _ proposed - evels? — � .�.e....-t�SOA Nt1 YES 8. a.Will the action result in a substantial increase m traffic above resent b.Are public transportation service(s)available at or near the site of�T pr rltosrxl aeon?gPPEALS _ c._ �� es available on or near site � t 9.Does theanro sed actin �N y pedestrian accommodations or bicycle rout p ion? _ _ of the proposed ac p p n meet or exceed the state energy code requirements. _ NO YES If the proposed action will exceed requirements,describe design features and technologies: 1 _ ...mm... . _..� ....., .m- ._..� � �-10. Will the proposed action connect to an existing Public/Private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to t,xisting wastewater utilities? �_w..... NO YES If No,describe method for providing wastewater treatment s°! r7✓ Q Fp<< 01 '6y'4 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ...... �.......�. i b.Is the proposed action located in an archeological sensitive area? mm...m ......... ._._ ..... .. _... T,... . 13 a wetlands porOr tionher wit rb site o thepropb a federal la s a _._..m ro oes Y P tion or lands adjoining the proposed actio proposed � J g P P n,contain NO "1;S regulatedy to or local agency? b. Would the proposeal action physically alter,or encroach into,any exisfing wetland or waterbody? - If Yes,identify the wetland or waterbody and extent of alterations in square feet,or acres: 14. Identify the e typical habitat❑Forest types that occura Agricultural/grasslands areliketobef _.je ~ ^^ . ..-. , . likely found on the project site. Check all that app _ 1apply: ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15 Does the site of theproposed action contain an s f by the State or Federal government as threatened or ogered? , • Y � or associated habitats,listed _ NO YES endaneyed. " 16.Is the project site located in the 100 year flood plain?i NO YES If Will the _ y .. IT Will ro sed action create storm water discharge, �mm P poeither from point or ....... ...... — / sources. NO YES a.Will storm water discharges flow to adjacent properties? r1 NO❑YES b. Will storm water discharges be directed to established conveyance systtins d (runo.�f�a—n ws.to_.n ri-drains)?]f Yes briefly describe tYES ' ., m - -_ Page 2 of 4 .........- _. m _�_ 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19 Has the site ofproposed P P adjoiningproperty the ro osed action or an ad'oinmbeen the location of an active or closed NO YES solid waste management facility? f If Yes,describe: ... 20.Haspthe site of the proposed action or an adjoining roe been the subject of P P J g P P rtY J remediation(ongoing or � NO YES completed)for hazardous waste? t f Ye u,da,„rcrff e y . AI AFFIRM KNOWLEDGE THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND AC.CURA7 E TO THF.BEST OF MY� Applicant/sp(a ,aaet 1rf v � Date: / _ 'Jo „ „ //�40._. Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following goesilons in Part 2using 1he information wntained in Part I and Cather ntatc kr��at#btritted by I.lie project sponsor or o1he,rvr i.9cs available to that:reviewer, When tunsw?ering the questions the revacwc,a should be guided by the concept"Have my resix)wwe.s been reasonable cc T1Sid(!flll9 the SC alc aUnd c011teX1 caf tlae I)r0rOSU icon?'/ _ ... . . .. .. C l„J t RV)O1 AppV-,At5$ mm No,or Moderate tlhl small to large impact impact may may occur occur L Wilthe proposed action create a material conflict with an adopted land use plan or zoning ........-_ P P g _ regulations? __� . _ ..- s. ......_._-... _ 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? ... 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? .....__. __. , ... ..0 ... 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? ........ ........_.-1--.1111111-1--, ........... ..... W....,.e. 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available tmcaVaY conservation or renewable enarlt,y oy�l�-,mrtuu•aalies? 7. Will the proposed action impact existing: i a.public/private water supplies? _ b.public/private wastewater treatment utilities? _...... 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? ........ w.. 9.. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of ......._ .....__No,or oderat e small to large impact impact may may - m. occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Wil l the proposed action create a hazard to environmental resources or human health. Par t3-Determination that was an veered moderate to d Agency is e forcompletion� __.._. _...._ -. -.. is responsible for the of Part 3 F�aparticular -- eve q ma occur",or if there is a need to explain why element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3,. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. I ZONING BOARD OF APPEALS rJCheck..w.w.. that the it bo sed you have determined .base . . proposed � Itdinbone o�moreinf information large significant adverse � � if on and ion Y analysis above,and any supporting documentation, potentially g g impacts and an cnvironmental impact statement is required. E] Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action wili not result in any significant adverse environmental impacts. Name of Lead Agency Date �.,..m.. .... _.... _._ _ _Print or Type Name of Responsible Officer in Lead AgencyTitle of Responsible Officer µ Signature of Responsible Officer mLead m _ Agency Signature of Preparer(if different from Responsible Officer) ....___ .... .....� .m Page 4 of 4 Location of action: .//Y7 Site _�g/_. /. Site acreage, , 6t7 SCJ T Present land use: 7'94 6 Lf- Present zoning classifications N� 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant Iq (b) Mailing address C vL ...._ (c) Telephone number: Area Code (d) Application number, if any: C� . � 3 `7 F 7 9 _. ..... Will the rraction be directly undertaken,require funding, or approval by a state or federal agency? Yes !._ l No P-r' If yes,which state or federal agency? RECEIVED ..._ _ .. ._ ...... EC 2014 DEVELOPED COAST POLICY ZONING BOARD OF APPEALS Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. No ❑ Not Applicable _.- ...... m.�..-. .. _ ,. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ` Yes ❑ Not Applicable RT� SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM Site Plan Name and "cation Site Plan Name: W 5jo Aq6,tJ' 9-6-7 Application Date:/v-/ -1 13 Suffolk County Tax Map#1000- '76 - ]j- Other SCTM Street Address: Hamlet: Distance to nearest intersection: 6' 7-0 Type of Site Plan: New Amended 6esidential Zoning District OCT - 8 2013 Owners/Agent Contact Information Please list nazne,.�!;i r _qddress, andel ane number for-thebelow: Property Owner-/] Street City State , Lp S" Home Other - Applicant-- Street- :V Citc. I�C-�� V4,5- State /V Zip__JL_Fl ri Home Telephone 73 707 Other Ctk� Applicant's Agent or Representative: Contact Person(s)*_ __ 5 A /, 2 Street City--- State--.. .........-zip Office Telephone .......... *Unless otherwise requested, correspondence will be sent only to the contact pet-son noted here. Site Plan Application Form 211812010 Site Data Proposed construction type: 1,ANew __Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 41 ac./sq. ft Site Plan build-out acreage or square footage: _ww ITm ........_mac./sq. ft. Is there an existing or proposed Sale of Development Rights on the Yes property? m � No If yes, explain:_ Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y N_ If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No !� If yes, have you submitted an application to the ZBA? Yes..........—_ No„ If yes, attach a copy of the application packet. —__... ........ Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses:..__,,,__ ff„C- oft/ List all proposed property uses: mm ..W..._ .._._. . .. _..m._ ._�_. � . .....� rrwwm.....__....�..__�........._, Other accessory uses:._... ._ .._ .. ........ _..—w� ._._� .�. — ....... . Existing lot coverage: 0 % Proposed lot coverage: '2` - Gross floor area of existing structure(s): X/ sq. ft. Gross floor area of proposed structure(s): a 5'0Y ]Parking Space Data: #_mmof .spacejs ._�._#_...of.proposed s �ac�es:�._. .... Loa_dinmg._.. .� Berth Yes ✓ No xndscape cove�age� /00% Proposed landscape coverage: Landscaping Details Existing landscape __...._.. ,..... wetland area? Yes No Maybe_- . ....n......� p're�rty within 500'.o a w r .,, _. Wetlands: Is this property I, the undersigned, certify that all the above information is true, Signature of ll'reparer: _ — ... .. Date:_ l..... 2 Site Plan Application Forin 2/18/2010 Site Data Proposed construction type: f New Modification of Existin�l� t*ructure A icultural � w_ Change of use Property total acreage or square footage: 19.6ac./sq. ft. Site Plan build-out acreage or square footage: ac./sq. ft. ... Is there an existing o � _. ..... .... r proposed Sale of Development Rights an the property? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Y_N___ If"yes", explain(and attach any necessary documentation-title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No !--' If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing P ro pe _L/uses:_ _L/ m List all proposed property uses: _ - / I m� ..m 5 r0/� J G j Other accessory uses: Existing lot coverage: _ O _..% Proposed lot coverage: Gross floor area of existing structure(s): X114 sq. ft. Gross floor area of proposed structure(s): a SoS. 1 S stip s paces mm proposed space Loading Berth: Yes 1f No '�a��lrin Space Data: #of exi��:�... _-- ..�.. �. Landscaping Details: Existing landscape coverage: /00 0/a Proposed landscape coverage x.0/0 Wetlands: Is this property within 500' of a wetland area? Yes_ No Maybe- _ I,the undersigned, certify that all the above information is true. /� Signature of I�'a�parer-: ... �.�. �._.__._ _..�..�..�. Date:- 2 Site Plan Application Form 2/18/2010 6I Z20 Appendix B Short Environmental Assessment Form lnstructioLifor on! Iletin Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. J�egporlscs become part of the application tbr approval or funding,arc subject to public review,and may be subject to further verification. Complete Part I based on inlbTmation currently available. If additional research or investigation would'be needed to fully respond to any item,please answer as thoroughly as possible based'on current infouration, Complete all hems in Part 1. You may also provide any additional information which you believe will be needed by or useful to the Icad agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Infonnation Name of Action or Project:" ................... -H Project Location(d�scrib,�and�iiach a locattion map): WWI Dscriptiou of Proposed Action:rC)-,V 0&5 wo e" 4-1, ,O,Q, J P 0 jr,V r, 0)P .5 F 0 r"V,e , Ac r 17UAA7-&4 5" 4550.z lArle-ri P07- 14A41-' P07-A&X- T4ai—neWApp'licani`—orTelephone: r)AJ V0 9 —E--M—ail ...... Address: -') C) zf-0 A r14 C /V I City/PO: StateZip Code: --—------------- L Does,tile proposed action onlyinvolve the legislative adoption of a plan,local law, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other go'vem—ment"aI Agency? NC) —WO-9 If Yes,list agency(s)name and permit or approval: 3,a.Total acreage of the site of the proposed action? -res........... b.Total acreage to be physically disturbed? c.Total acreage(project site and any contiguous properties)owned acres or controlled by the applicant or project sponsor? f66 acres 4. Check all land uses that occur on, adjoining and near The Proposed 'ton. 13 Urban 0 Rural(non-agriculture) 0 Industrial Commercial 11 Residential(suburban) 0 Forest 0 Agriculture 0 Aquatic 13 Other(specify). 11 Parkland .......... Page ] oN OCT S. Is the proposed action, NO YES NIA a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant � natural � - _.m.. _ � p p p character of the existing built or natural NO YES landscape? 7.TIs the site of the proposed.. ed actio ... �. adjoin,a state listed action located in,or does it � Critics!Environmental Area? NO I YES If Yes,identify: 8. a.Will the proposed action result a substantial p � � S ......... IT� in ' 1 increase in traffic above resent levels. NO" YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? .... __.. NO YES If the proposed action will exceed requirements,describe design features and technologies: 10Will hepropsdaction connect to—an public/private water supply? � -.. W — NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 400 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed a action,or lands adjoining the proposed action,contain-® YES NO wetlands o _. ._�_ . other waterbodies regulated b federal state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? fy body q et or acres identify a wetland or waterbody and extent of alterations in square feet I Yes 14. identify the typical habitat types that occur on,or are likelyto be found on the project site. Check ... P J all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain anympe ' ..g animal, _._. �.... s cies of or associated habitats listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain?n? �_.��_.........___.._.... NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO Q YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe r ❑NO EJ YES .............. _ ..............- -__._�....._... - Page 2 of 4 r 18.Does the proposed action include construction or other activities that result in the impoundment p m oundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been _ p po � g p perry location of an active or closed NO YES solid waste management facility? If Yes,describe: _ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? _ If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE 1S TRUE A ND ACCURATE TO THE BEST OF MX KNOWLEDGE Applicant/.pons, amr ARr//v ��'/►* A)91YJ Date: Signature:.... _ ..W:; .w _.... _ _ ....... W Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" ...._...... - No, ormm Moderate small to large impact impact may may occur occur the proposed action create a material conflict with a p use plan or zoning 1 reregulations? ... n ado ted land u .. . 2. Will the proposed action result in a change in the use or intensity of use of land? P0 3. Will the proposed action impair the character or quality of the existing community? d 4. Will the proposed action have an on impact the environmental characteristics that cause on d the establishment of a Critical Environmental Area(CBA)? 5. Will the propos....�W.. .�.� transit, ...�... _ ...� �. ..._........ ....� ed action result in an adversechange m the existing level of traffic or D affect existing infrastructure for mass 't,bikin or walkway? N reasonably the p available ever conservation or renewable ene � ' 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate _ r o ortunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, Ova architectural or aesthetic resources? _ �9 Will thP proposed result in an fauna)?change )natural resources(e.g.,wetlands, waterbodies,groundwater, flora and faun ? v Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result to an '� in the potential for e n increase' po r erosion,flooding or drainage problems7 11. Will the proposed action create a hazard to environmental resources or human health?mIT d.. __..._. Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. thatchehiif action determined, on the information and nal^ � .....tam y d, analysis above,and any supporting documentation, proposed y or more potentially large or significant adverse impacts and an environmental impact statement is required. * Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title o Responsible ponsib -� ._. po f Res le Officer Signature of Responsible Officer in Lead Agency Signature of PrePaz er(if different from Responsible Officer) Y Page 4 of 4 .rnowz J 107086 GRANT OF EASEMENT made this RIS-day off 2"between T I_'a.. _._..�G w .....m._._,a corporation having its principal ... : wffwc ate i�� L���fwd.: � �`�� V � �µ� _(l�cieinaltcr referred to as "Grantor"'")to VERIMN NEW YOM<INC.(formerly known as New York, Telephone(,`oanpany),a corporation of the State of New'York.,having its principal office at 140 West Street,New York,New Yorla and L.1AX.O.dbaw l .la'*.A.,Caw,)175 E. Olid Country Road,Hicksville,N.Y.(hereinafter referred to as "Grantee"). WHEREAS,the Grantor owns in fee a certain parcel of land situated @ DIST.: 1000,SEC.096.00,]BLK..01.00,LOT.001.000, County of Suffolk State of New York, as shown on EXHIBIT"A",attached hereto and hereby made part of this Grant. NOW,THEREFORE, SSETH- FIRST:That for and in consideration of the sum of One Dollar($1.00)in hand paid by the Grantee to Grantor,,the receipt of which is hereby acknowledged,the Grantor grants unto the Grantee,its successors and assigns,the right,privilege said authority to construct,place,operate,replace,remove,repair and maintain service lines,including buried cable,pedestals,conduits,manholes,poles and such crossarms,guys,stubs,anchors,cables,wires and fixtures as the Givntee may from time to time deem necessary upon,over,under and along the said lanai And the highways adjoining or upon said land,together with the right of ingress and egress to exercise all of the rights herein granted and with the right to trim any trees and roots along said lines,as reasonably necessary,to keep the said facilities free and clear from interference on said land and said highways, SECOND: The exclusive and permanent right-of-way and easement above described and herein conveyed is intended to prohibit the longitudinal or parallel occupancy of said easement strip by others,including Grantor and to prohibit surface or subsurface structures or otherwise of others,including Grantor,which might damage or interfere with the operation and maintenance of Grantee's facilities without°the prior written consent of Grantee,but is not intended to prohibit crossing of said easement strip so long as such crossings do not interfere with or prohibit the full use of the easement herein granted.Grantor agrees with the Grantee,on behalf of himself,his successors and assigns,and as a covenant running with the land,that the grade existing at the time of execution of this grant of easement will remain undisturbed and unchanged. The Grantor hereby grants unto the Grantee,its successors and assigns the right to permit the attachment of the communication and electric service wires and facilities of other utility companies and to convey to such other companies an interest in the rights granted under this Grant. FOURTH:It is a condition of this Grant that each corporation receiving this Grant shall pay the cost of guarding adequately all excavations made by that corporation under this Grant and pay the cost to restore or repair any damage done by:that-corporation to the property of the Grantor while placing,replacing, relocating,operating,repairing,maintaining,renewing or removing its facilities,and shall save harmless and indemnify the Grantor from any injury to its property,its employees or the public which may at any time occur through the negligence of that corporation. IN WITNESS WHEREOF,Grantor has caused this instrument to be duly executed under seal the day and year first above written. L .I"C", " Witnesu ,. o C,;. STATEMENT OF COMPLIANCE RE: VJ107086 "North Fork Industrial Pant" Cutchogue,New York I have reviewed Verizon New York,Inc.(formerly known as New York Telephout Col"WiRTAY)Pa-o; Q%al to PrOvitic serv'ct"to t1m:abov ""ted 50P. division,incloding the routing of titeir cables and facilifics across my property (including joint buried arrangements with Uico)and Iscrekyy ccrtifY that I Am in full compliance with all necessary permits,filings,certifications,etc. including New York State Department of Environmental Conservation and Wetlands. SIG, ....... _5 LA -Nu-pe, r OF JROW 2 J107086 '"'"VATE OF NEW YO ) )ss.: C01 NIT OF_SVffV&W--) On the z4'� day o'1 °:4 .,_..n in the yeale.TC J e before ttme,4th undersigned,a No't.wy Public iti and for~sacral'Stair,personaplly rakalmcara°ai,.N personally known to me or proved to me on the basis of satisfactory evidence trate tht hidividuatl(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that be/shelthey executed the same in his/her/their capacity,and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. ... Notary Public.. ___.w.aa e .. p MELANIE V.ftfiol a'tt NOAaty " C,SWO Of 140AV lark W 4 7V W", h Sulk l rrrrty 6! r I N k V, � I I II M III l � IIS I, Irl rr �Y ra, r r W Y I i y � I r I � I if II'r, ► n l y Y I I i � IiY i t it i r G� W4 4 Mr; rJ + V�a va. w fi y�Ffr � �.� "".,v ,,,C"�w"'"TMyA"V iw y nn�;r^WM�Y o-rvrv,wr�"S✓a� f , � " 4� *' rw nro�tx^zr,+ ^ryro'm �. Jai >^Nr 7 v�M� � PSiY '^�,,r*^ ice, liA� /�ry 1!✓%%Jl 1. E aauA➢R�rrtn mwiwvr�µ J7 �1"��'!'����� /i , � i✓unp�ee +raw'�y'r�'umrv!m'�mYaromMA'AM+Jm�d"XNV�f, i '�°� +��uuNylmw�mu of a �oo�4wy kCHAW'iNA / ?1b °r�' �a 6wyV. \y» . \ � � « $ \ w < « a > 22 « Submissioll Without a Cover Letter it PJT� Sender: KbstA�f--)Y—a, Subject O C r SCTM#: 1000 - QU .— 1 3 ate: I I o-),D Celli: er-A S: ,. 4��-53D JI � YI SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM Site Plan Nance sand Location „ Pti d Site Plan Name: North Fork Self Storaqe#3m_mmm Application Date: 05 / 15 /201µ8 mm y p - - µ_O.1.3 Other SCTM#s Suffolk Count Tax Ma #1000- 096 01 0 Street Address: �. ..car►aerce Hamlet: Distance to nearest intersection: 524.14'east of Corporate Road w Type of Site Plan: X New Amended Residential Zoning District LI _ Owners/Agent Contact Inforination b Please list name, mailing,mmaddress, afldl.�ar�t'tc r�ttmeit rile below.. �...�.. ... mm Property Owner 535 LLC Street 20 Fairline Drive City......wwwwwwwSea Cliff —State.- NY Zip 11579 Home Telephone Other 631-512-571 pp 65 Commerce Drive, LLC Applicant Street 50 Commerce Drive City Cutchogue State N.Y..................._..................................Z.i.p.....1...1..0.2.0.............. Home Telepho�iie, w wwwww Other 631-734-2177 Applicant's or Re Agent..�.......... g presentative.` Contact Person(s) Street C ityn„ --State Zip Office'telephone -Other Unless otherwise requested, correspondence will be sent only to the contact person noted here, Site Plan Application Form 2118/2010 Site Data Proposed construction type: X New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 162,852 ac./sq. ft. Site :Plan build-out acreage or square footage: ac./sq. ft, Is there an existing or proposed Sale of Development Rights on the ppYes p p � property? No X Ifyes, explain: ...�.._ _..._.. ......... Does the parcel(s) meet the :Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X . If"yes", explain (and attach any necessary docun I t In �,e. O F 'sion approval, etc.) . . Building Department Notice of:Disapproval Date: 05 / /2018 Is an application to the Southold Town Zoning Board of Appeals required? Yes No X If yes, have you submitted an application to the ZBA? Yes . .r No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: N/A List all proposed property uses: Public storage Other accessory uses: N/A Existing lot coverage: N/A % Proposed lot coverageµ.__15_7 Gross floor area of existing structure(s):N/A _sq. ft. Gross floor area of proposed structure(s):m,_25,500 Parking Spree Data: #of existing spaces: N/A# of proposed spaces: 38 Loading Berth: Yes No X Landscaping Details: Existing landscape coverage: N/A......... Propose /o° d la...................... ndscape coverage:8.7 Wetlands: Is this property within 500' of a wetland area? Yes No X Maybe 1, the undersigned, certify that all the abov information is true. r, .. . e....._ Signature of l rr 1arcN Date: 5 O 2 Site Plan Application Form 2/1812010 Southold,of a i e art ent Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: Kosmynka, Martin Last,First,middle initial unless you are applying in the name of someone else or other entity,such as a company. If so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please name other activity) Do you personally(or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes—No.--X If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this day of 20 Signature„.._ Print Name Disclosure Form a Owner.4uth6rization of an appHeant I,Shane Swath,:owner oft the property identified as SCTM#1000-096-01-'003 in Cutchogue,.-NY.,hereby authorize Martin Kosmynkato apply for a sit.p,pOn on our property and hire'any aeras necessary to complete the work involved iiithe site plan application process with the Southold Planning Board. Si tore: . Sworn efore e s y of ,,rj1 20 l Notary Stamp NORMA PENA NOTARY PUBLIC-STATE OF NEW YORK No,01PE6261836 Qualified In Suffolk County - My Commission Expires 05-14-2020 r TOWN OF SOUTHOLD BUILDING PERMIT APPI_CAIION CHECKLIST BUILDING DEPARTMENT Do you have or need flic,foHowing,bc'dnrcapplylng? TOWN HALL Board of�leal ih SOUTHOLD,NY 11971 4 sets of Building,PlIans .............. TEL:(631)765-1802 Plan"infiBloard approval FAX:(631)765-9502 Survey ............................................... Southoldtownny.gov PERMIT NO. 01celk ---------------- Sepric Forrn—, I. ............................ N.Y.S_DJ`_C',_, ..................... ............... .... ..... I n sl cv; C,O,.Appfication Flood Permit L:antuiixned 20 Single&Sqmvsit7 fruss identification Fenn Storm Water Assessment Fon-n Contact: Approved .......... 20, Mail to: a/c -,'"'I'll............,"',...................................... ...... Expiration 120_ .................... ........ Building Inspector APPLICATION FOR BUILDING PERMIT Date '20 ---------- INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspection,,;, (Signature of applicant or name,if a corporation) 11900 Oregon Avenue, Cutchogue, NY 11935 - ---------- ............................... (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Applicant is owner. ................. Name of owner of premises—.6§Commerce LLC, Martin Kosqlyp�p,............... (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer .....................I—............... .......................... (Name and title of corporate officer) Builders License No.— Plumbers License No. Electricians License No. - Other Trade's License No. .............. ..... 1. Location of land on which proposed work will be done: 65 Commerce Drive Cutchoque ........... '" " ' -------111—........... ..... ........ House Number Street Hamlet County Tax Map No. 1000 Section 096 Block 01 i,ot 001.003 � —........... Subdivision North Fork Industrial Park Filed Map No. 11215 Lot 3 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy, yacantp_roperty .... ....... b. Intended use and occupancy Commercial self storage. ......................-- 3. Nature of work(check which app]jcabtc):New Build ing X Addition Afteration L,.............................................. Repair................—Removal.____—Demolition Other Work- (Description) 4. Estimated Cost 1,000,000+ Fee .............................. ...................__.... ........................ ............... .................... (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Self storage 7. Dimensions of existing structures,if any:Front, ,_'N'/A 'Rc�jr- NIA -Depth N/A Height N/A Number of Stories Dimensions of same structure with alterations or additions: Front- N/A Rear N/A Depth N/A ,—Height N/A Number of Stories N/A 8. Dimensions of entire new construction:Front . 120' Rear 80' De th p 2Rg_ Height. 25 - Number of Stories-,,-.2 9. size of lot:Fyolit 126' Rear 513' j)cpth, 577' 10.Date of Purchase 1/27/19 Name of Former OwnerS3S LLC 11.Zone or use district in which premises are situated L1 12.Does proposed construction violate any zoning law,ordinance or regulation?YES—NO X 13.Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO X 11900 Oregon Rd, 14.Names of Owner of premises 65 Commerce LLC AddressCutcho e Phone No. 631-384-9979 Name of Architect Dave DiGiovanni Address,26 Preston Ave Seacliff Phone No 516-671-3524 Name of Contractor marfin Kogmynka Address 1,jR0rL aregnn_Rd. Phone No. -2a4-927 Cutchogue 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO •IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO x . ...................... •IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey, 18.Are there any covenants and restrictions with respect to this property?*YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ---- ------- ... being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ................. —--— - ---------------- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to[lie best of his knowledge and belief-,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 ..... .................................................. ...................... ...... Notary Public Signature of Applicant Full Environmental Assessment Form Part 1 -Project and Setting U G 0 a) 20 2 0 Instructions for Completing Part 1 i P g V:"d��u��uG�i�g [3����um Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, arc subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that infonnation. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be:answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the infonnation contained in Part lis accurate and complete. A. Project and Sponsor Information. Name c. - - ................. �. --- mm —..... _ , if Action or Project: North Fork Self Storage #3 ...... m. ............................ nm ------- Project Location(describe,and attach a general location map): 65 Commerce Drive, Cutchogue, NY 11935 Brief Description of Proposed Action(include purpose or - m p rp need): Construction of two 2 story mini storage buildings on slabs. ....... ,..._ . ...... Name of Applicant/Sponsor: Telephone: 631-734-2177 Martin Kosmynka E-Mail: sales@northforkstorage.com Address: PO Box 946 g State.:- _ Zrp Co.. city /PO _Cutcho ue NY de 11935 111111-111-1 --Project Contact( -if not same as sponsor;give name and title/role): Telephone: ........ E-Mail: -., _ Address: Cit -.... �..................... ... Cty State Zip p Code: Property Owner (if not sa......_,._ me as sponsor): Telephone: E-Mail: ..... Address: City/PO: .. __................�...._ ......._._ .... /PO. State Zip Code _ . .- ... ....... .,,,_--- - . I �...... Page 1 of 13 B.Government Approvals ................................................. . ........... .. ............................................ ...... ............... ......................... ..........- B.Government Approvals,Funding,or Sponsorship. ("Funding" includes grants, loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes:Identify Agency and Approval(s) Application Date Required (Actual or projected) ................... ......... ................................. ...... .................. .......... a. City Counsel,Town Board, E]Yes[X]No or Village Board of Trustees ........ ..................11...... b.City,Town or Village ElYesE]No Town of Southold Planning Dept, Planning Board or Commission a p� yq��_ ..................... .. ............ ....................... -—------------- c.City,Town or CflYesE3No Town of Southold Zoning Board of Village Zoning Board of Appeals Appeals approval. d.Other local agencies Elyes[K]No e.County agencies E]Yes[ONo ............ ........ .... ......... ........ f.Regional agencies E3YesFK]No g. State agencies E]Yes[ONo ........... h.Federal agencies E]Yeslx—]No ......... 1.-CoastalResources. ............ . ............. ........ . i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? E]Yes MNo ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? El Yes No iii. Is the project site within a Coastal Erosion Hazard Area? El Yes No ................... .... ................... .............. .........................--............. C,Planning and Zoning ........... ..................................... C.I.Planning and zoning actions. - —------------ Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the Yes No p only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C..2 and complete all remaining sections and questions in Part I ..................... ................ .......... ....... ........................... C.2.Adopted land use plans. .................... ................... a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site E]Yes[ZNo where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations;for the site where the proposed action Yes No would be located? ........ .....................................................................................................................................-——------- ................................................ b.Is the site of the proposed action within any local or regional special planning district(for example:Greenway; oyes[K]No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): ......................................... ................................. ................................................................ ................ ................ ......... ............... —-------- .............................................................................................. c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, E]YesmNo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): ........... .......................... ....................... ..... .... ............. —-----........ .................. -—----- ------------ ------- .............................. ...... ..... ...... ........... ............. ...... ................... .................................... Page 2 of 13 ........................._............ ......11111111-11111---— ............. C.3. Zoning .................................................................................... a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. E]Yes[K]No If Yes,what is the zoning classification(s)including any applicable overlay district? .... ...... ........... ................. ... b. Is the use permitted or allowed by a special or conditional use permit? E]Yes ®No ....... ....... .......... ... ........... c. Is a zoning change requested as part of the proposed action? E]YesFK]No If Yes, i. What is the proposed new zoning for the site? .. ......... ............. CA.Existing community services. .......... ..... .............. a.In what school district is the project site located? Mattituck ----------------------------...... ........... ..... e? b.What police or other public protection forces serve the project sit Suffolk County Police Dept. ............................................. ............. ............... ........................... ..................... e.Which fire protection and emergency medical services serve the project site? Cutchqgue ----------... .... ------------------............................ .. .... ............................... ----------- rd.Vi�at' parks serve the project site? Causeway_Beach District_Pqrk, Bay Avenue Park, Veterans Memorial Park .......................... ................... --------- ......................... D.Project Details ......................... D.I.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)? Commercial ................................................................. ................... -------........... b.a.Total acreage of the site of the proposed action? 3 7-1813 acres b.Total acreage to be physically disturbed? 2.37,02__ acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 3.7386 acres c.Is theproposed action an expansion of an existing project or use? El YesEl No L If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % ............. Units: d.Is the proposed action a subdivision,or does it include a subdivision? [--]Yes PgNo If Yes, I.. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ...................... ................... ........................ ... ........... ii. Is a cluster/conservation layout proposed? E]Yes E]No iii. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum c.Willproposed action be constructed in multiple phases? ®Yes i. If No,anticipated period of construction: months ii. If Yes: • Total number of phases anticipated 3 • Anticipated commencement date of phase I (including demolition) 7 month 2021 year • Anticipated completion date of final phase 7 month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: ---- ....................... ......... ........... .......................................................................................... .........---------- ....................................................... .............................. .................. 11,11,1111,11,11- .......... ....................................... ............ ....... Page 3 of 13 f.Does the... . ...�wm. ....�..- ..... ..... ........._m......... ...... ......... m ....... m_.m,,,._,,,,,-____.... project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Famil Two Family "II`ree Family 1 WtipN 1Fanaiy(sous �T rxu®fig) Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Ycs❑No If Yes, 2 i "`rotal number of structures ii. Dimensions(in feet)of largest proposed structure: 25' height; 290' width; and 120' length iii. Approximate extent of building space to be heated or cooled: 0,4.,055 square feet _ h.Does the proposed construction or other activities that p p osed action include cwill result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams ❑Other specify: � iii. If other than waterliquids,identify the type of impounded/contained lr 'q sand their source. zv.. ..... m....__._ - -- _ Approximate size of the proposed impoundment. Volume million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed darn or impounding stricture(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include mm .. any excavation,mining,or dredging,during construction,operations,or both? ❑Yes®No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): _ • Over what duration of time? W. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv. Will there be onsite dewatering or processing -_..... e , — __..... ..... . .. g of excavated materials? ❑Yes❑No If yes,describe. �..... v. What is the total area to be dredged or excavated _ ------------ acres vi. What is the maximum area to be worked at any one timet .... acres vii. What would be the maximum depth of excavation or dredging? ______ feet viii. Will the excavation require blasting? ❑Yes❑No Lx. Summarize site reclamation goals and plan: .................... ...... - ...._.--._....................................... ............................................................................... ... b.Would the proposedactioncause or result in alteration of,increase or decrease in size of,or encroachment ❑Yes g]No into any existing wetland,waterbody,shoreline, beach or adjacent area? If Yes: i. Identify the wetland or watcrbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 ii. Describe how the proposed action would affect that waterbod or wetland e. excavation,fill,placement of structures,y g. or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii. Will proposed action cause or result in disturbance to bott -..._.._... om sediments. .. ... ..... ❑Yes ...... ®._ � ❑No If Yes,describe __ iv. Will proposed action cause or result in the destruction or removal of aquatic atic ve etation? El Yes No If Yes: • acres of aquatic vegetation proposed to be removed _ —_ • expected acreage of aquatic vegetation remaining after project completion:_,,_ • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): ........_ • proposed method of plant removal • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: __ __.. c.Will the proposed action use,or create a new demand for water? ®Yes❑No If Yes: i. Total anticipated water usage/demand per day: —---- 30„0„ _gallons/day H. Will the proposed action obtain water from an existing public water supply? MYes❑No If Yes: • Name of district or service area: CMA • Does the existing public water supply have capacity to serve the proposal? ®Yes❑No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? R]Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: _________ • Source(s)of supply for th e district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes®No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: _ v. If a public water supply will not be used describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),maximum pumping capacity: gallons/minute. ......_.._. . ....... .. _.. d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: L Total anticipated liquid waste generation per day: 300 gallons/day ii.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): sari( I ante ate mm iii. Will the proposed action use any existing --- �._ --_....._ m,. ... public wastewater treatment facilities? ❑Yes❑No If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project. ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes❑No • Will line extension within an existing district be necessary to serve the project? ❑Yes❑No If Yes: Describe extensions or capacity expansions proposed to serve this project: -- - - .....-- ---- — -..... ..... iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No If Yes: • Applicant/sponsor for new district: _ 0 Date application submitted or anticipated: • What is the receiving water for the wastewater discharge?,,,__,,,,,, v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): ------------------------------ ......... ............ Vi.Describe . ........ ........... any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How much innpervious surface will the project create in relation to total size of project parcel? 96,61 Square feel:or acres(impervious surface) 162.852 Square feet or acres(parcel size) ii. Describe types of new point sources. id. Where will the stormwater runoff be directed i.e.on-site stor nwater W....... ... ( management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? O_n site drainage s. t rq!5 _. • If to surface waters,identify receiving water bodies _ .... .. or wetlands: ------------ • Will storrnwater runoff flow to adjacent...ro .. _........_ ❑.............." d� properties?p � Yes©No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use storwater? ❑Yes❑No _.. .._..� m....-..... _... f. Does the proposed action include,or will it use on site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) n. Stationary sources during ---........ — -- .......... construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) ry _.. _ n) Will an air emission sources named g. y rued in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • _ ions/year(short tons)of Carbon Dioxide(CO2) • Toms/'ye°a (short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hcxafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) Tons/year(short tons)of Hazardous Air Pollutants(HAPS) Page 6 of 13 h. Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, E]Yes[ANo landfills,composting facilities)? If Yes: L Estimate methane generation in tons/year(metric): ............ U.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): ........... .. ......... ....................---- -- .......................................... .................................................. .... .......................................... ...... ...... ........................... i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as F]Yes[3]No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): --.......-.--................... ........................................ ..... .............. .................................. ----------------------....... ....................................................................................................................................................................................................................... ............ ... ................................................................................—-----------------...............................................— j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial []Yes[2No new demand for transportation facilities or services? If Yes: L When is the peak traffic expected(Check all that apply): El Morning E]Evening E]Weekend 0 Randomly between hours of to —.-. ii. For commercial activities only,projected number of semi-trailer truck trips/day: iii.Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? e No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: --------------------------------------------.......................... ......................—-—--------------------------------------, ------ ............................ Vi. Are public/private transportation service(s)or facilities available within'/2 mile of the proposed site? [-]YesE]No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric E]YcsE]No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing E]Yes[:]No pedestrian or bicycle routes? .............. .. .............. k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand E]YesF]No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: $6,000 ------------- .................................................................................... ....... .1 ...................................................... ii. Anticipated sources/supphers of electricity for the project(e.&,on-site combustion,on-site renewable,via grid/local utility,or other): Local utility ........i ..... ............... .......... UL Will the proposed action require a new,or an upgrade to,an existing substation? E]Yes[ANo 1.Hours of operation. Answer all items which apply. i.During Construction: ii. During Operations: • Monday-Friday: ......................... ... Monday-Friday:.......... • Saturday:.......................................................--- -- Saturday: • Sunday: • Sunday:,_,,, ............ ............ . ........... • Holidays:n Holidays: .......... Page 7 of 13 in.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ®Yes[]No operation,or both? If yes: i. Provide details including sources,time of day and duration: Construction noise m exceed ambient noise levels. However, it will onfy occur Monday Friday, between 7am and y`_.. - 7'�rm 6rsuant to S-outboild Toen ( aae. —._ .........m..— __._. _.. ---- �. ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? E1YesWNo Describe: __._— . . ....__._,. _..... _...._,.. _ ... .._.. n.. Will the proposed action have outdoor lighting? ®Yes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: ii. Will proposed action remove.m..........-_.. —..... �.,.. ..... —....... 11-1111-- e existing natural barrierss t that could a act as a light barrier or screen? El Yes®No Describe: — o. Does the proposed action have the potential to produce odors for more than one hour per day? E]Yes®No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: Will the proposed action include an bulk storage of petroleum combined capacity of over 1,100 gallons) ❑Yes®No P• P P Y g P ( P Y g ) or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored u. Volumes per unit time ......,,m..._.. � e. month . ..�..,�.�..� . _. - --------- — ---- -....._— .,. O P ( g•, ,Year) iii. Generally describe proposed storage facilities: Will the proposed action(commercial,industrial and re --�� � ides, - q. p p ( creational projects only)use pesticides(i.e.,herbicides, El Yes ®No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will thero osed action use Inte ated Pest �� Management Practrces? El Yes ®No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes R]No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: _ tons per (unit of time) • Operation .. tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste:. • Construction: ....... ................. _ • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: .... • Operation: Page 8 of 13 _ ...........m__ m.........�........................ .........__........................ -- s. Does the proposed action include constriction or modification of a solid waste management facility? ❑ Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life „ years t.Will proposed action at the site involve the commercial generation,treatment, t i nt,storage,or disposal of hazardous ❑YesoNo waste? If Yes: i.Names of all hazardous wastes or constituents to be generated,handled or managed at facility: .................. . ....... . .. .,._....... .__ ..... _ . ......— H. Generally describe processes or activities involving hazardous wastes or constituents: m.®M..... . ,.. .. ..., ......m. ..... a.. ..... ............................................................ ®.. ......_. ......... iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: ---- ., _. _ ....-- -------------- . v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes No If Yes:provide name and location of facility: ..,,,,.„ _. ................................ ......... .................— If No.describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site ....... ..... .......... __.... ........ a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ® Commercial ❑ Residential(suburban) ❑ Rural(non-farm) ❑ Forest N Agriculture ❑ Aquatic ❑ Other(specify): .............. ii. If mix of uses,generally describe: .m .... b.Land uses and covertypes on the project _._..... site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) ........ m _. Roads,buildings,and other paved or impervious 0 2.1988 +2.1988 surfaces Forested 0.6982 0.6982 0 g ....._... Meadows,grasslands or brushlands(non- a agricultural,including abandoned agricultural) 3.0404 0.8415 -2.1989 ........ ........................................... ......... Agricultural (includes active orchards,field,greenhouse etc.) 0 0 0 ...................... ........................_... ......................- --- ................ -------- .....-.....__....._.......... ----.._............. • Surface water features (lakes,ponds,streams,rivers,etc.) 0 0 0 • Wetlands(freshwater or tidal)_ 0 0 0 ......,...................--- ---_..__. —----. ��� Non-vegetated(bare rock,earth or fill) 0 0 0 ...... ......... .. ......... ........ Other Describe: Landscape _. 0 1.3683 Page 9 of 13 c.Is the project ect site presently ...... ......... w w p used by members of the community for public recreation? ❑Yes®No i. if Yes: explain: wd.Are there an facilities serving children,the elderly,people le ith disabilities(e.g., hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, L Identify Facilities: �.. .............. ®e,. 1111..._- ... 1111. A..A .e e.Dues the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: _ feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: .. �—._„ . iii. Provide date and summarize results of last inspection: ....._..... . ,_.11....... ............ -------- ........ ---... ...... ----- -..-- -------........ ....... f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? ❑Yes❑ No • If yes,cite sources/documentation: - --1111 ........ .. ............ ......._ ........ _ ___ _ ---........-- ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities: Have hazardous wastes been generated,treated . g. and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: . h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes–Spills Incidents database Provide DEC ID number(s): ❑ Yes–Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: ._..- m� iii. Is the project within 2000 feet of an site in the NYSDEC Environmental� � __1,11 1 _._�_ ,.,.,., s �„°„ __ p � y Site Remediation database? ❑YesONo If yes,provide DEC ID number(s): . iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 . ® ..........—.... ®®. —.' v. Is the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls — ............ — • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: . ®, m m. .,. E.2. Natural Resources On or Near Project Site - ---- — ------- ----- a.What is the average depth to bedrock on the project site? N/A .feet b.Are there bedrock outcroppings on the project site? [:1 Yes&-1No If Yes,what proportion of the site is comprised of bedrock outcroppings? _ % ......... ....... c.Predominant soil type(s)present on project site: HoA Haven Loam 52-...3 _h#.a.B Haven_L.oatn _...---............ °✓® _-.. E°ll� m.o PJytrll-t B.an y_Loani.---- _ d.What is the average depth to the water table on the project site? Average: 37 feet e.Drainage status of project site soils:® Well Drained: 100 %of site ❑ Moderately Well Drained: --_%of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: ❑x 0-10/: of site .. e ❑ 10-15%: of site ❑ 15%or greater: .. of site .... _ mm g.Are there any unique geologic features on the project site? ❑Yes❑X No If Yes,describe: ...... .......- h.Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑YesNo ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: Streams: Name Classification Lakes or Ponds: Name Classification Wetlands: Name w Approximate Size Wetland No. (if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes❑No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: ..... ____- .............. ..... .......... ............._ ---_____.-------------_..._ ... — i.Is the project site in a designated Floodway? ❑Yes[j]No _ ._ rc .. .... . _. _ ._...._. .. . _. ............ ... . .......... __ j.Is the project year Floodplain? Dy. site in the 100 es[R]No _ _.... k.Is the projectsite_......._....__..... ..............__._ .. p in the 500 year Floodplain? ❑Yes❑@ No -11-11111111111111111. ..... .........._..... ', .,. .., - � 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer. ❑Yes❑@ No If Yes: i.Name of aquifer: .— .... ..... ......... .... Page 11 of 13 . in. Identify the predominant wildlife species that occupy or use the project site: Wild birds ....... quirrel n.Does the project site contain a designated significant natural community? ❑Ycs[INo If Yes: i. Describe the habitat/community(composition,function,and basis for designation): .. .....,,� U. Source(s)of description or evaluation: ------ iii. Extent of community/habitat: • Currently . ,m.. ......_. acres Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres p o.Does project site contain an species of plant or animal that is listed by the federal government or NYS as ❑Yes®No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? .............. p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of ❑YeS®No special concern? 4Is the project site or adjoining area currently used for hunting trapping,fishing or shell fishing? ❑Y,,,,es©N,. o If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site or an portion of it located in _.ed .,agricultural .. ... _—._ ____. — p � y p a designated agricultural district certified pursuant to ❑Yes®No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands _._...._. . ......... ......... ........ l lands consisting of highly productive soils present? ❑Yes❑X No i. If Yes:acreagc(s)on project site? ii. Source(s)of soil rating(s): ... .. ............. ...... .... ...._ ... — c- Does the project site contain all or part of,or is it subs������� m...... _ ------------------___... substantially contiguous to,a registered National ❑Ycs®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature H. Provide brief description of landmark,including values behind designation and approximate size/extent:— _._. ... d.Is the project site located in or does it adjoin a state listed Critical Environmental Area'? ❑Yes®No If Yes: i. CEA name: ii. Basis for designation: iii. Designating agency and date: _ -- ........ ------ -- .. .,n.. ..... ..............................._ _........... .. ---- _ Page 12 of 13 .... ... – -- p Y g , g, g ��.. ®....,.,,,,,. e. Does the project site contain or is it substantial) contiguous to a building,archaeological site or district ❑Yes No which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: L Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? Have additional archaeological or historic site(s) _ s e n ... g, g' ric sites)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): ii. Basis for identification: _......I..the ..... ........ --......._ ..... project... Y Y g publicly ❑... .,,,,.,.....__- site within fives miles of an official) designated and ublicl accessible federal state or local Yes©No scenic or aesthetic resource? If Yes: L Identify resource: �.. ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): M. Distance between project and resource: miles. �........ .......... r. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ❑Yes No Program 6 NYCRR 666? If Yes: L Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 6., _.._......._..........___.____......______......................__.,.....____ 'ty p 66? []Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which`could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. t Applicant/Sponsor Name7,, � � Irate r Sigeratur .. ....... —.. ... .. . Title _.......... � E PRINT FORM Page 13 of 13 1 ~CE V D Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS �:Il uu�i �.....�-n°.":11.°..a1.......-...,..._...... 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions inchiding Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A prop el action will mbe evaluated_ has to its significant beneficial andadverse effects ulLo nthe coas;ta]a,tca.(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer must be explained in detail, listing both supporting and non- sum)ortinE facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertakers. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 096 - 01 - 001.003 PROJECT NAME North Fork Self Stores a #3 The Application has been submitted to(checkappropriate response): TownBoard oard Planning Board LQJ Building Dept. Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) El (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Construction of two 2 story mini storage buildings on slabs. Location of action: 65 Commerce Drive, Cutchogue, NY 11935 Site acreage3.7385 acres Present land use: Vacant property Present zoning classification: U 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: mm Martin Kosmyn (b) Mailing address: 11900 Orqgpn Avenue, Cut qhqg1,jp,, NY 11935 (c) Telephone number: Area Code 631-384-9979 (d) Application number, if any: .......... Will the action be directly undertaken, require funding, or approval by a state or federal agency? YesEl No� If yes,which state or federal agency?. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes [:] No [x:] Not Applicable . .......... ............. ........... .. ................. ...... Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria E YesEl No 1:1 Not Applicable Attach.......dditional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No Not Applicable Attach additional s .. beets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes No � Not Applicable ......... .... Attach additional sheets if necessary Policy 5. :Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes No 1XI Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. Yes F No F�]Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes F] No x Not Applicable ............�... .....�......... A Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No l xJ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III— Policies; Pages 38 through 46 for evaluation criteria. F Yes E] No I^I Not Applicable Attach additional sheets if ne a .....m. cessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Fj Yes NoFxNot Applicable Attach addiUona. .._ _—.m..m.............� _�_.....................� ................_ 1 sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No ❑x Not Applicable .... � ... ---- ------ Attach additional she — ets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes No Not Applicable Attach addition...I s'h"' ._...�............. al sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes 0 No Not Applicable I iN ' 'T I'I I.I' � DATE PREPARED Y i " Amended on 8/I1'0.5 617.20 Appendix B Short Environmental Assessment Form Instructions for Complefin Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. ...... ....... Part 1-Project and Sponsor Information .......e . .. .... ........ Name of Action or Project North Fork Self Storage#3 Project Location(describe,and attach a location map): 65 Commerce Drive, Cutchogue, NY 11935 Brief Description of Proposed p p Action: Construction of a one story clearspan building and two (2)one story metal RV carport buildings. _................. . _.. .......... Name of Applicant or Sponsor: Telephone: 631-384-9979 65 Coomerce Drive, LLC E-Mail: sales@northforkselfstorage.com ..........._. .... .. .. ......................... .. .. ................... _ Address: 50 Commerce Drive City/PO: i Code: Cutchogue NY 11935 I.Does the proposed action o � � local �„�... YES my involve the legislative local ive adoption of a plan,llaw,ordinance, NO administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require apen-nit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: X 3.a.Total a ._..... ., m.�..... _ ......m. ..�. creage of the site of the proposed action? 7.0938 acres b.Total acreage to be physically disturbed? A�acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? --acres 4. Check all land uses that occur t proposed on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial Do Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is thero ..�.m.,._ ....... ..... .�.�� .�.. p posed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of :. ,m... g ,. the existing built or natural NO YES W landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X ............ _ __ .... 8. a.Will the proposed action result in a substantial increase in traffic above present levels. NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements?p p gy q nts? NO YES If the proposed action will exceed requirements,describe design features and technologies: �.m ... .. m, a.._.........._�....� X the r ... ..... 10. Wille proposed action connect to an existing public/private water supply? NO YES [If Yes,does the existing system have capacity to provide service? ❑NO❑YES] If No,describe method for providing potable water: --wmwm ....... X 11.Will the proposed action connect to existing wastewater utilities? NO YES [If Yes,does the existing system have capacity to provide service? C4 NO❑YES] If No,describe method for providing wastewater treatment: Dry buildings, no sanitary X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? —� X _...._ --- ....... ....... _........... ...... 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NOm m YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identif the typical habitat es that oo.�....... ____ ❑ Shoreline ❑Forest c ❑Agricultural/grasslands on the❑Early mid-suc ---Y typ, typ Y p J PP Y� Check all that apply: mid-successional ❑ Wetland ❑Urban ❑ Suburban 15.Does the site of thero osed ac11 tion contain any species s o p p p f animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? IN NO❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO XI YES w Storm water runoff will be contained on site with leaching„pool„s,m.m.................... y Page 2 of 4 or other activities that result in the impoundment _ — 18.Does the proposed action include construction �.� of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size:. . X 19.Has the site of the proposed action or an adjoining propertybeen the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST O ... F MY rpocpoi;E r rlwtidc _ � IC)ate: �._m.m..m....mm.... .mm. �, Signature. , � * ", ......... ........... 1----m....... ..... Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan o p ........ ............W r zoning regulations? 2. Will the proposed ..... p p action result in a change m the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will theacti osed ro on result in p p .._.� an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate le energy conservation or renewable energy opportunities? reasonably avai a gy„ _ .. 7. Will the proposed action impact existing: a.public/private water supplies? ............. . b.public/private wastewater treatment utilities? 8. Will the proposed........................ w_........... .. ......� action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will thero . p poseedd action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 �. �..mm .. ... .. No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase crease in the potential for erosion,flooding or drainage problems? ...11..._Will..the ...,.- _....� . proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. 0 Check this box if you have determined,based on the information and analysis above,and an supporting documentation, Y Y Y PP g n, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency.e... Date Print or Type Name of Responsible Office w yp p r in Lead Agency Title of Responsible Officer � Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 OFFICE LOCATION: ILIG DRESS: Town Hall Annex �� zV 5004. P.O. Box 1179 54375 State Route 25 �$ � ' ,�"„x Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) `r Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov a H ou PLANNING BOARD OFFICE TOWN OF SOUTOLD MEMORANDUM To: Accounting From: Planning Department Date: August 3, 2020 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Revised Site Plan Application previously accepted by the Planning Board. i ca nt/P roje ct Name & Type Tax Map Amount Applicant/Project yp p unt Check Date/No. North Fork Self Storage #3 Site 96-1-1.3 7/16/2020 Plan $11812.50 #1081 ALP PEOPLES UNITE®®ANK 1081 peoples.com 11900 OREGON ROAD LLC 51-7218n211 11900 OREGON ROAD �311 CUTCHOGUE,NY 11935 1%004 6 PAY TO THE ORDER O �..,� DOLLARS a EM .��'. 7`X C "'001081110 1s 2 2117 2 L86i: 65008667 20u' OFFICE LOCATION: ` SO MAILING ADDRESS: Town Hall Annex r. P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department ' Date: May 29, 2018 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check Date/No. North Fork Self Storage Site Plan 96-1-1.3 $4,530.00 5/29/18 3121 NORTH FORK SELF STORAGE, LLC SUFFOLKC I OUNTY NATIONAL BANK 50 COMMERCE DRIVE CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NY 11935 50-546-214 (631)'734-2177 J S PAY TO THE ORDER OF ` T10LLAs 8 MEMO Aa.rvwooFuZua€s1110 u0003 L 2 LII' 1:0 2 1405464 : 6 L 003 2 LO 4n'