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HomeMy WebLinkAbout1000-83.-3-5.3 I I I • I I i - F.F. EL. 66.3 FIN. GRA�E EL. 64.2 5 15'-0" CFIRE GATES) SEE PLAN FOR CLEANOUT SANITARY CALCULATIONS 16'-0" (ENTRY GATES) APPROPRIATE EL. F-p DOUBLE SWING GATE CASTING 4" CONCRETE COVER 64.7 DESIGN FLOW FINAL GRADE WHERE APPLICABLE N.3`���\���\�� ARTICLE 6 ZONE DESIGNATION S IV H.T. ALLOWABLE FLOW PER ACRE = 600 G.P.D. ROPp CONCRETE BRICK WITH TOTAL ALLOWABLE DENSITY = 5.7199 AC'S x 600 G.P.D. = 3432 G.P.D. MORTAR & 1/2 P.C. MORTAR MIN, 1/4" 1' 1 MIN PROPOSED DENSITY OR�OpN #5 BARS @ 6" EACH WAY 4" _ _ /8" 1 (1) SINGLE FAMILY DWELLING = 300 G.P.D. C.I. L N 797 S.F. NON-MEDICAL OFFICE ® 0.06 G.P.D./S.F. = 47.8 G.P.D. c0 6° PVC ROOF DRAIN PIPE 63.3 I 62 6 FI EL, 4! EL.EL. 62.4 23,760 S.F. STORAGE WAREHOUSE ®0.04 G.P.D./S.F.= 950.4 G.P.D. "FSS TD RA SEE PLAN & STRUCTURE � ' 62.1 EL. PROPOSED DENSITY qy� =U 1 N'-125 SCHEDULE FOR MORE INFO. MIN. 2 MIN. 61.9 O O 45,600 S.F. MINI STORAGE -COVENANT NO FLOW r J TOTAL PROPOSED FLOW = 1298.2 G.P.D. o� I 3'-0" WIDE SAND & GRAVEL O 3,432 G.P.D. ALLOWABLE > 1298.2 G.P.D. PROPOSED ww I COLLAR ALL AROUND SEPTIC TANK „ : I SYSTEM No. A SINGLE FAMILY DWELLING ONLY Z I ®�SDRAIN I GRADE R=1" O O DESIGN FLOW wa I: mm, RING I :': :_I 3 BEDROOM HOUSE 1895 S.F. = 300 G.P.D. wo I ®®®� I BASEMENT STORAGE & MECHANICAL = 987 S.F. `d I. : I ` ;.I EL. 49.9 SEPTIC TANK uwi I ®®®®®� 4„ I ADJACENT LEACHING POOL REQ. CAP. = 300 G.P.D. x 2 DAY FLOW = 600 G.P.D. ®®®®®®� f PAVEMENT BACKFILL WITH COARSE SAND & GRAVEL PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. GATE ST❑P I I ®®®®®®®� r _ _ _ I I � -�� LEACHING POOL CHAIN LINK FENCE GATE ®®®®®®®®� GROUNDWATER EL. 5'f REQ. SIDE WALL = 300 G.P.D. _ 1.5 G.P.D./S.F. = 200 S.F. Lu _ ®®®®®®®® 7" » » EFFECTIVE DEPTH REQUIRED 200 S.F. - 25 S.F./V.F. = 8 V.F. GROUNDWATER N S E:DRAIN GE CALCS: SANITARY CROSS SE TION SYST. A USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH rA ROLLED ASPH. CURB DETAIL N.T.S. SYSTEM No. "B" NON-MEDICAL OFFICE, STORAGE WAREHOUSE SFA WIDTH OF PAVEMENT /CLEANOUT DESIGN FLOW 01. \ / EL. ,( FIN. GRAD EL. 60.4 NON-MEDICAL OFFICE SPACE = 797 S.F. x 0.06 G S.F. = 47.8 G.P.D. F.F. EL. 609 60.8 / STORAGE WAREHOUSE 23,760 S.F. x 0.04 G/S.F. = 950.4 G.P.D. `94'F EXPANSION JOINT DRYWELL Q SEPTIC TANK TOTAL REQ. CAP. = 998.2 G.P.D. = HEAVY DUTY CAST `\ '\\ '\ \ ' '\� '\� \� \�\ �� N��� \� \� REQ. CAP. = 998.2 G.P.D. x 2 DAY FLOW = 1996.4 G.P.D. Of O IRON FRAME & LOCKING H.T. PROVIDE 1-10' DIA. 4' LIQUID DEPTH = 2000 GAL. CAP. I CONTRACTION COVER TO GRADE 2 HEAVY DUTY H2O TRAFFIC RATED IN.4 4 1, 1 IN. REQ. SIDE WALL = 998.2 G.P.D. _ 1.5 G.P.D./S.F. = 665.5 S.F. Q � JOINT & LOCKING 1 LEACHING POOL o EXPANSION C.I. COVER 1' MIN. C I EL " iv 1' EFFECTIVE DEPTH REQUIRED 665.5 S.F. _ 25 S.F./V.F. = 26.6 V.F. OF 1 EXPANSION FINISHED GRADE TO GRADE FINISHED GRADE 4 Q _ 2 -6" MAX. PIPE EL EL. 58.0 USE 2-8 DIA. 14 V.F. EFFECTIVE DEPTH M JOINT JOINT �* y X �� �� 58.7 58.4 EL. EL. OQO 0 LH2TR FFIC a 57.9 ENTIRE POOL TO BE IN 2 12 MIN. 57, EXPANSION MIN. WIPTH 24' 24" 24" iv 20" CLEAN SAND AND GRAVEL MIN. �0�� JOINT WITH A 3' MINIMUM COLLAR LF,F,Qc� INLET PIPE N MIN. WIDTH 30' 4" SDR 35 PVC LIQUID LEVEL`. � O E 4" OUTLET PIPE A SLOPE 1/4" PER Fr. LOPE SEPTIC TANK `V I M�8MPERSFOOT SOLID \ MINIMUM SLOPE ❑ O PLAN wv. � INv � 1/8" PER FOOT DOME � 6" REINFORCED (51.78) ,� I 18„ o (51.28) `G EXPANSION JOINTS DROP TEE I J x INLET NOTE: O 4,01 CONCRETE APRON �- I o x I W/ 6"x6" 6/6 NWM w INV.53) ®M L PIPE TO BE EL. 44.0 / / _ ` x o1 1/2" � INv ®I SDR 35 LEACHING POOL®®L BACKFILL WITH COARSE SAND & GRAVELnn��.�EM LK GROUNDWATER EL. 5'fPAVED x'-0"(SYSTEM A) U MIN. ®®®®r_ - MIN. ,i i ;, r 2'-6" 4'-0" 12 DRIVEWAY ,D'-0"(SYSTEM B) u- SANITARY CROSS SECTION SYST. 998 / / ��� SCA SECTION A-A SEPTIC TANK DETAIL w ®®®®®®� N.T•S• o _ -� _ ®®®®®®®l _ C6 _ _ - o X M x x co CONCRETE APRON DETAIL N - - to 1-1/2 1-1/2' ASPHALT �� COX LANE _ -- 3' MINIMUM 1 x x " ' 8'-0" DIA. (TYP:) TO GROU D WATER 10 00 N h N . 4 ° ° x 1-1 ° .° o °BINDER .COURSE° ° .° a \ \ ° ° • °- ° ° ° o ' -�/\ SANITARY LEACHING POOL \\ \ �+ 'go � \ II D N F OF NORTH FORK RECYCLING INC. NJ LAND N/F OF JEANNE M. GRACE I \ \\ --- - - - - - - - - - x ADJACENT GRADES \ \S8\ LAN / 1(COMMERCIAL SITE) \O 1000-083-03-004'~;\ 1 \ _ - - - - - - - NYS DOT BASE COURSE ^� / ( 1 � \ 76p� 2 BE VERIFIED �I FIELD � \ a cn (COMMERCIAL SITE-WELL WA TER / N \ ,O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PROP. WATER SERVICE N o r / L / - - - - - d °� / o Z z M z w � , „ � '' °' k PROP. 6' FENCE �6y2�I�J�X-E 62- // 473.19 �� �0 6' CHAIN LINK FENCE Z� STABILIZED, COMPACTED SOIL \ \ ° S 47 01 00 EX_ _ _ 337.86 TW 62.0 X N `°--- �,_ TYPICAL SECTION-ASPHALT PAVEMENT � o. N - -- - _ _ P 57.2 - - B - - Pc57 2Z - - - -- - P(57.2) 57 2) P(57 2) LL X7.2 O W Y, • W P 57.2 (_ ) sROP. WALL P(57. ) - - - / i el / D.W. EL. x �• A -S-x x x e ) - D.W. EL. - - - -tl - - el \\ r� D.W. EL. // - v � 6' PVC FENCE l FNC. - - - - - �`t x , i n / ( 6.9) t! - - - - - - - - NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS 3 \ N 4' CHAIN LINK FNC. 1 3 (56.9) (56.9) x ,� V h' co ci o x x -X--X-- c D.W. EL.x w q i / w/ E4 ATE o ~ u' / / SYSTEM No. 3 x SY3�fEM o. 4 / / N �,, / �/ x SYSTEM No. 5 P 57 SYSTEM Ne. 6 / / r,, co \ - Q PROP. N • • �P(57 0} >� • • 56. • - - - -ss- \ ExisTlNc EXP. 16 N• I w �� D.W. EL. (56.7) D.�EL.,�(56.7) � 1` ) c,r I `° • Ll • D.W. EL. (56.7) / j D.W. EL. ( 6.7) /�� // t,r \ ry Jx r SANITARY U v U D.W. EL. Y' 3 v T BE INGROUN PRO OO w J a 56.7 �� w ° R / �/ /R \ 3 SPACES J OVERHEAD MCONC. TO BE • L.P/ 1n z II Q (� ) N R P(57I2) P 57.2 - - _ R / c ) ^ 3 WIRES x RE Or POOL ^ - / P 57.2 / EXISTING 301 F .6' UNKER 68 K �' / 13� N x \ \ n V) �Q W WATER SERVICE w EMOVE PR P� Z ` •/ v 1 8.00' ,o -_ -_ a - - - - h r o // 198.00' // N I: BRICK <t� .,6m `° r • O_ v / -60- - - - - - - ` -� /" 0_ LO STEPS j o `�r, n I PROF0- d� / 6�ro (SYST.3) (SYST. 4) • �- (SYST. 6) _ Q ,o R.O. "� > °'N w w E 40.Bx41.6 + II / / (SYST. 5) h' PROPOSIED 1 STY. l PROPO ED LSI`' o� PRO • WD. DEC ` i _ �, �,. �o Z I S.T. TO BE STORAGE WAR HOUSE BUILDING SYSTEM No. 7 STORAGE Jill HOUSE BUILDING / D.W. EL. \ / EM9�E6 CONVERT . �' - - - - - - PHiSE 1 - - - - - - - - - -�- - - - -,� ( (55,9) p o0, \ 4 f / D.W. EL._C5F-7�- o ' PH SE 1 / / 2 \ y\� v s' 16.0' c>rfE 4x C.LF. / TO OFFICE �--� (0 F F EL. (57.3) ZSLAB� - v, F.F. EL�57 SLAB - _ , . I / Qj \ /• 1 - � M ONC. ALK 10'MIN. .26 OR SYST -N•o. 2 11,880 S.F. _ U �, 0 1.4 SLATE ROP SPAC�1 � � a. � H v _ ° x OOS s�Ps �6' � 1 STORY JD-.W- EL. 56.5 � 11,880 S.�. / N 2 / T PATIO \ L.P. x co 2 �O\ ^ ,� R.O. ,� SYST • • l J N GARAGE / \�� - - ( ) I (DRY BUILDING)_ N / (DRY )/ I ) DRY BUIL�ING o (SYST. 8) ($YS�'9) I (SYST. 13) N �YST. 11) (SYST. 24 J ,o o FRAME (SYST. 10) tOw f / I SYSTEM No. 24 J Q .0 6.6 0 \PROP. a .. / \ J T. 3 797 S.F. c J N I x I � E / / \ 0 M i0 �0� \ Z G.F.EL. 60.9 57.2 v -- �? " D.W. EL. (5§.6) '� ^a 0) �O ,o 1l o a a (SLAB) `' Cn LO r O-• 39.0' / / O 5 2 y // \y P(57Y P(57.2} \ •h�O co �Q 3 ary �° rV PROP S1GA! - - 21.6' W / 30.3' x / ~ `� � 0 CL D.W. EL. SYSTEM No. 9 �l I � ,p D.W. EL. � �" /24 S.F. MAX. . - - - °'• O mx 56.9 / PER SIDE \- / PROP. G TE CONC. //m 00 0 (56.9)J r� Q` I ( ) �i SYSTEM No. 11 D.W. )/ D.W. EL. (56.7) �/ / D.W. EL. (56.7) (56.9) �/ �,, 0 �F 64_ - PROP/. WALK x o+ �' / I' / D.W. L. -1r;- SYSTEM No. 12 0' / / / / 0 15' MAX. HEIGh(T P(g 5) r� / / x - - - m��1 - ^' •% F(5�7.0) ` •/�--�! (56.9 • D.W. EL. (56.7) o�`�� • SYss ItM No. 0(570) ` • ` o \\ \ \ �hD� _ -- n SYSTEM No. 8 '� / l '6.W. EL. 56.7 _ SO, /bti \\ / / o / (� (`� - //- n 58 D.W. EL. ( 7)F 517.2 �� / / P)57I2 3 SPACES O 3 `0 / ' 9 ® x / P 57.8) RIDGE � 15000' IN\• / // 201.00' / _�RIDGE - - \ o• P(62.5) // 11 SPACES �a PROP. P(/ g v1� u1 LINE \ h c� O -O O KEYPAD m y o n m ° CL (SYST. 8) (SYST. 9) {SYST. 12) ASPHALT DRIVEWAY/ m i (SYST. 10) (SYST. 11) SYSTF�v1�No x PROPO ED 1 STY. PROPOSED 1 ST / \ v �. oh �� �� / o �. EL. (5 3) o� _ ` - - - MINI STGRAGE BUILDING / MINI STORAGE BUILDING _ _ _ / 2�r pyo EL .� QJ0 O� % / PROP ASPH. CUR D.6.6 P 5®2)PROP. - - - o _PH�SE 2 l �� o ._ PHASE 2_ ._ ._ ( P �.` 55.9 \ - 0 / 0 `' a' /'( /� �� x KEYPAD _ E - - - - - F. EL. (57,3(SLAB) _ (o F.F. EL. (57.3}-(�LAB� - x IV ('^ 3 $ DECORATIVE WALL & FNC. • ,- E NCE 9,600 S.F. I ((56.7} 12,000 S.F. U \ O�y� v r �C' b C 1 E E E E� Op. E`EC'(R (SYST. 14) DRY BUILDING (SYST-1-5 (SYST. 3) ^ (SYST. 16) ) (SYST. 25) `.v / E / PR \G � m I ( � 'S4�) N .FD1�Y BUILDING) (SYST. 17 I N 0� h0 E x / // /• ,1 x 54.7 N -x- E r _ `n `� `� SYSTEM No 25 O V� / / + + ,n 35.0' s?8w IL `1 / D.W. EL. (556),/\ O h "•'� / D.W. EL.k • SYSTEM No. 13 0 \ P(57.2) SYST.Nc.15 7 2) P(57.2) Z.W. EL. P 57 2)y D.W. EL. 2) \ v`1 cO Q 40 -) 5a / { (56.6) j- D.W. EL. (56.4) - _ �l I D.W.EL.(5 R� R/ (56.7) I (56.7) \ c� Ro� / w / SYSTEM No. 23 / V / / o+ o \00, / Q a 3 x / U D.W. EL-:f • �---1 • IIS • D.W. EL. r,, • / • L • P 570 • • I i J I (56.7) / / !2,�`� (56.7) o t D.W. EL. (56.7) I/ l` ( I ) t`/� ^ ,o / X m SYST.No'14 0_ / R SYSTEM No. 16 SYSTEM No. 17 I \R \ oST / / D.W.EL. 56.9 �\ / D.W. EL. 56.9 \ J A, / / RIDGE / P 7.2 I R ( )I� 57.2 R N �P 57.2 / P 57I ( )P 5712 ' EL. (56.9) 3 SPACES \ \ s / 5a - � / N N / 200.00 N \ o$ N �� / �� I / I R/ oo \ \ �+, / fp I HEREBY CERTIFY THAT THE WATER SUPPLY(S) 200.00' LO / I \ / �� \ / 1 / (SYST. 13) (SYST. 14) (SYST. 15) \� (SYST. 23) (srsr. 1s) (SYST. 17) �F�� O �co'� / / AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS 03 / / / (PROPOSED 1 STY. - - - - - --52� I MINPROPOSED I STORAGE 16UIL ING / NF \ PROJECT WERE DESIGNED BY ME OR UNDER MY fp �% �Q N I I -- - - 2 \2 mV v / DIRECTION. BASED UPON A CAREFUL AND .� r / =M / -� MINI STORAGE BUILDING / •O / THOROUGH STUDY OF THE SOIL SITE AND i oo ,� PHASE �==-� ��/ o PHASE 3 ?O / GROUNDWATER CONDITIONS, ALL LOTS, AS rn to zo SYSTEM No. 22 - - -F-.F.. ELQ557.3) (SLAB) D.W. EL. c° F.F. EL� SLAB�x X O el / PROPOSED CONFORM TO THE SUFFOLK COUNTY e¢ o3N ,o N 4 03 0 233.52 PROP. 6' FENCE Zo I D.W. EL. (56.7) - 11 000 S.F. 12,00 S.F. U ? DEPARTMENT OF HEALTH SERVICES CONSTRUCTION o moo o / / ((56.7) \ .0• STANDARDS IN EFFECT AS OF THIS DATE. 3 BLOCK RET. WgLL / z /• 1 /' (DRY PUILDING) ^ ^ e (DRY BUILDING) \, \ / w (SYST.18) " (SYST. 8) O (SYST. 19) N N `�� (SYST. 20) I (SYST. 21') \ �ry� ry c / co / Y N / �_ x ELjr) ,� \ / � 3/17/2020 CONCRETE / p o // 35.0' a \ \ / / SIGNED THOMAS J. BECKMAN, P.E. POTATO BARN Q I O V) a P 57 2 P(57.2) N 'o \ / / CONSULTING ENGINEER j� M �P D.W. EL. D.W. EL. D.W. EL. / \ / / 1814 MIDDLE COUNTRY ROAD " / I LAND N F OF WJF FARh}SS LLC ;n CO CO // R (56.9) R (56.x) "1 I (56.9) \� x / \ \X SUITE D L 1000-083-03-005.2 M o / �/'^' / Y /^� I I / X Y /^� �i / / RIDGE, N.Y. 11961 \ (COMMERCIAL SITE) \ d" I / N D.W. EL • • SYSTEM No. 18 SYSTEM No. 19 ` • �---` • ` • • SYSTEM No. 20 SYSTEM No. 21 ` • • _ _ \ / (56.9) �`/� / 1- _ I \ v DEPARTMENT APPROVA � D.W. EL. (56.7) I D.W. EL. (56.7) �/ `1.6 SPACES I � I `-�. D.W. EL. (56.7) - Jsz- -D-W.�L�(56.Z,1 -" ' -`'.' - -"1 / � \ - Z �' SYSTEM No. 26/� �ti -� I / I I I I D.W. EL. (55.2) ���, P(57.2) `` (57 2) P(57 2) P(57 2) ROP. ASP . CURB P(57 2) P(57 2) - - -`J i ss- , • t9z�`�. � - - - - - • >, >i �� - - - - - -- - ` BW 52.5 / - - � -8 54.0 / / �0oo� 1 �r �' f�: �� W 52• PROP. 6' FENCE ON WALL / o NOTES. o BW(52.2) - - - - ` _ c ) d ~�t ) p Y•Y 1. MINI STORAGE BUILDINGS DO NOT CONTAIN ESTIMATE OF QUANTITIES -N-46 03 00 W GRAVEL DRIVE / 560.89 I t6 nmmiuG �'op,,D POTABLE WATER OR SANITARY FACILITIES. COBBLESTONE CURBING NONE - - _ - / ���� � �� 7 2. SOLAR PANELS TO BE INSTALLED AS CONCRETE CURBING NONE �' r "' _ / cc OLD PART OF PHASE 3 ASPHALT PAVING 110,795 S.F. �' - `" �' // LO 3. ALL MINI STORAGE BUILDINGS ARE ON SLAB WALKS NONE PARKING p REQUIREMENTS I DEM EN TS - DA -112- W� DRAINAGE CALCULATIONS FENCING 2862 L.F. PARKING R R LAND N/F OF F. McBRIDE� & SONS - �. RECEIVED D 1000-063-03-0061.1 DRYWELLS SEE DRAINAGE CALCS. OFFICE SPACE = 797 S.F. - 100 = (7.97) 8 SPACES EL. 57.3 (LANDSCAPING & CUL77VATED FIELDS) \ !- SYSTEM No. 1 `-( PAVT. AREA = 7104 S.F. x 100% x 2/12 = 1190 CU. FT. 3'-4' CEDAR TREES 67 TREES DWELLING SPACE = 2 SPACES BY McDONALD GEOSCIENCE ,JUN 1 ZOZO GRASS AREA = 10,000 S.F. x 2/12 x 15% = 250 CU. FT. MINI STORAGE SPACE = 69,600 S.F. - 1000 = (69.6) 70 SPACES 7/$/2019 Southold Town s TOTAL REQ. CAP. = 1440 Cu. FT. PARKING SPACES REQUIRED= 80 SPACES -� USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. TOTAL PARKING SPACES PROVIDED = 81 SPACES BROWN o Planning Board SYSTEM No. 2 SYSTEM No. 13 LOAM(OL) PAVT. AREA = 8595 S.F. x 100% x 2/12 = 1432 CU, FT. PAVT. AREA = 8600 S.F. x 100% x 2/12 = 1433 CU. FT. SITE DATA USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. TOTOAL AREA EQ. CAP. 848 xC2/12 U. FT. 100% = 415 CU. FT. BROWN LEGEND PRELIMINARY SITE LAYOUT SILT(ML) SYSTEM No.s 3.6,18,19.20 & 21 AREA OF SITE 246,159 S.F. PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 CU. FT. USE 2-10' DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. PALE ROOF AREA = 3000 S.F. x 2/12 x 100% = 500 CU. FT. SYSTEM No.s 14 & 15 EXIST. FLOOR AREA OF BLDGS. (PHASE 1) 2,693 S.F. BROWN o PROPOSED HANDICAP PARKING STALL TOTAL REQ. CAP. = 1050 CU. FT. PAVT. AREA = 1856 S.F. x 100% x 2/12 = 309 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 1) 23,760 S.F. SILTY 4 L ! OREGON WAREHOUSE STORAGE USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. ROOF AREA = 3480 S.F. x 2/12 x 100% = 580 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 2) 21,600 S.F. SAND(SM) / SITUATED AT TOTAL REQ. CAP. = 889 CU. FT. ' ` • PROPOSED DRY WELL SYSTEM No.s 4 & 5 FLOOR AREA OF PROP. BLDGS. (PHASE 3) 24,000 S.F. CU TCH OGU E PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 CU. FT. USE 1-10' DIA. 14 V.FT. = 958 CU. FT. ACT. CAP. ROOF AREA = 2940 x 2/12 x 100% = 490 CU. FT. SYSTEM No. 22 TOTAL AREA OF BUILDINGS 72,293 S.F. N W- PROPOSED WATER SERVICE TOTAL REQ. CAP. = 1 S.F..F. CU. FT. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 CU. FT. TOTAL EXISTING PERCENT OF LOT OCCUPANCY 1.09% TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. USE 1-10' DIA. 8 V.FT. = 547 CU. FT. ACT. CAP. TOTAL PROP. PERCENT OF LOT OCCUPANCY 29.37% PALE R - PROPOSED ROOF DRAIN LINES S.C.T.M. 1000-0,83-03-005.3 SYSTEM No. 7 SYSTEM No. 23 AREA OF LANDSCAPING 62,893 S.F. OR 25.55% BROWN E - P OPOSED ELECTRIC PAVT. AREA = 3495 S.F. x 100% x 2/12 = 583 CU. FT. PAVT. AREA = 4530 S.F. x 100% x 2/12 = 755 CU. FT. AREA OF BUFFERS - FINE TO PREPARED BY: PREPARED FOR: ROOF AREA = 2550 S.F. x 2/12 x 100% = 425 CU. FT, MEDIUM o USE 1-10' DIA. 9 V.FT. = 615 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1180 CU. FT. AREA OF WALKS 178 S.F. SAND(SP) L6 TW(103.0) PROPOSED TOP OF WALL ELEVATION KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC SYSTEM AREA 8.9.10.11.16 & 17 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. AREA OF PAVING 110,795 S.F. P(100.0) P OPOSED PAVEMENT ELEVATION �0F NEW� SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2560 S.F. x 100% x 2/12 = 427 CU. FT. SYSTEM No.'s 24 & 25 SCHOOL DISTRICT MATTITUCK P� N H gF 10'A 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 ROOF AREA = 4800 S.F. x 2/12 x 100% = 800 CU. FT. PAVT. AREA = 7070 S.F. x 100% x 2/12 = 1178 CU. FT. o c� / POSTAL DISTRICT CUTCHOGUE �. EXISTING TREES � � � SUITE D TOTAL REQ. CAP. = 1227 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. �' � , A �' USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1388 CU. FT. WATER DISTRICT S.C.W.A. uy�Z RIDGE, N.Y. 11961 ' FIRE DISTRICT CUTCHOGUE Y 20087 _•= ,, I SYSTEM No. 12 USE 2-10 DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. \ I �l CY - P OPOSED 3-4 CEDAR TREES r 5 '; REVISIONS:REV PER S�CDHS 3/17/2020820-20156 PAVT. AREA = 4500 S.F. x 100% x 2/12 = 750 CU. FT. SYSTEM No. 26 TOTAL PARKING REQUIRED 81 NO WATER ENCOUNTERED i -F ,'. SCALE: 1 =30 REV.9�19/2D19 B79-19853' REV.TOP0 4/W202D 82D-2o, DRAWN BY: KAK ROOF AREA = 2400 S.F. x 2/12 x 100% - o REV.P R DHS 9/24/2019 REV.6 12/2620 REV.6/18/202 - 400 CU. FT. PAVT. AREA = 8700 S.F. x 100% x 2/12 = 1450 CU. FT. TOTAL PARKING PROVIDED 81(SEE PARKING REQUIREMENTS) �� P OPOSED SIGNS - _ <v REV.PER SCDHS 10/9/2019 819-19�s TOTAL REQ. CAP. = 1150 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 Cu. Fr. EXISTING ZONING LI TEST HOLE a DATE: MAY 2019 REV.10/29%2019879-19938 _ CHECKED BY: KHB USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1660 CU. FT. USE MINI STORAGE P OPOSED CAMERA ON POLE O S USE 2-10' DIA. 13 V.FT. = 1779 CU. FT. ACT. CAP. LAND DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 1 OF 2 , I Gee WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, FQ MAX. 6" MESH SPACING. 10' MAX C. TO C, ST CONSTRUCTION NOTES FOR FABRICATED SILT FENCE Woven Wire Fence 36" MIN. FENCE POSTS, DRIVEN MIN. S8CtI0 t1 VI@W M, 14.1f20wa,",m.x c•W,h 16" INTO GROUND 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO pPO FENCE POSTS WITH WIRE TIES OR STAPLES. F'""F�"e WOOD STAKES A SPEC, (TYPICAL) N R Mu X'&eM1 N + + 10 HEIGHT FOR LARGE TREES Ep0 2 SECURELY TO BE FASTENED + + . + 6 H REE ' 24" A 36"Min Fence Max Slope 3: +++++++++.+ R SMALL TREES FILTER N CLOTH WITH TIES SPACED EVERY T TOP +++•+•+•++4• EVERGREENS C'O FENCE W E AND E MID SECTION. Flow . + + + . + S IRE WITH STRAPS AS SPEC, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN -� ++++;+++;+++�++++ R • EACH OTHER THEY SHALL BE OVERLAPPED BY + ++ ` ` '«+ = 3' MULCH AS SPEC. .. . . .. . .. 6' HIGH SAUCER 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED w I-- AND MATERIAL REMOVED WHEN BULGES DEVELOP Em.6"inGr and = J FINISHED GRADE W • Min.6"in Ground n.l= IN THE SILT FENCE. TOP OF BALL TO BE LEVEL .�. 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, WITH SURROUNDING GRADE _ PERSPECTIVE VIEW OR APPROVED EQUAL. fJy I (SEE SLOPE PLANTING DETAIL) I II WHERE FENCING IS USED AROUND STOCKPILED FILL: t- PLANTING SOIL AS SPEC, 36" MIN. FENCE POST 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED xavaedTopsoil 6' W 6' MIN, WOVEN WIRE FENCE (14 1/2 GA. MIN., MAX. ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. Perspective View ,L To bePlen[edorTarped COMPACTED SUBGRADE 6" MESH SPACING) WITH FILTER CLOTH OVER 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) Woven Wire Fence � � `/ z OR IT IS TO BE COVERED WITH A TARP. `V ,V � `L `V� MIN, 6' MIN, POSTS: STEEL EITHER "T" OR "U" .V �V TYPE OR 2" HARDWOOD v' FllterFabric placed onlnside, EVERGREEN TREE ° DECIDUOUS TREE O facing top soil pile. cV NDISTURBED GROUND FENCE: WOVEN WIRE, 14 1/2 GA. Row 6" MAX MESH OPENING FILTER CLOTH: FILTER X. MIRAFI 100X. ` @ EMBED FILTER CLOT Z y W W W Groondlevel PLANTING DETAIL °F110 MIN. 6" INTO GROU STABILINKA T140N OR APPROVED EQUAL W W �'� W W Q1 W W O� PREFABRICATED UNIT: GEOFAB. ENVIROFENCE OR qs y W W W'W W APPROVED EQUAL. 192 SECTION VIEW SILT FENCE DETAIL SILT FENCING AROUND STOCKPILED FILL Not to Scale Z 50' 10' MIN. CONSTRUCTION SPECIFICATIONS EXISTING LATH AND PAVEMENT 3 � FLAGGING � �y°4 STONE SIZE - USE 2" STONE, •OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 51,:. ON 3 SIDES pPo LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT SANDBAG O 0 �'0 WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. MOUNTABLE BERM THICKNESS - NOT LESS THAN SIX (6) INCHES. (OPTIONAL) FILTER CLOTH BERM WIDTH - 24 FEET - PROFILE :bl LATH AND FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING Z GROUND V) FLAGGING OF STONE. W SURFACE WATER - ALL SURFABE WATER FLOWING OR DIVERTED TOWARD CON- 0 > A A SANDBAG STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 0 oQ4 ni IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 10 MIL PLASTIC LINING MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION �•'���• ������ �� WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC EXISTING 12..MIN. % 00 RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED AVEMENT N 0 ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. ;•. • i i i i �, ���������"' KEY MAP WHEN WASHING IS REQUIRED, IT-SHALL BE DONE ON AN AREA STABILIZED O O �� SCALE: 1" = 600' WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING z PLAN VIEW BERM DEVICE. 10 MIL PLASTIC LINING PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED 0 AFTER EACH RAIN. PLAN VIEW SECTION A-A COX LAVE STABILIZED CONSTRUCTION ENTRANCE DETAILS BELOW GRADE CONCRETE WASHOUT AREA �o 3 oo, LAND N/F OF JEA NNE M. GRACE LAND N/F OF NORTH FORK RECYCLING INC. (COMMER004.7 0-0 J-OJSITE-004 WATER) I 1000-08RCIAL SITE) ` (COMMERCIAL SITE) PROP. WATER SERVICE , S 46�24'S0" E 473.19' ?� 0 6' CHAIN LINK FENCE L_0 S 47'01'00" E 33 III `O3 r _ a - -110: - - - \ zo �h. 41 �l Q W W W t y 36" j 15"SPLIT MAPLE f Zx PINE W 64 \ w LA 4Q 1 6), 3 0) 0 J OVERHEAD Yx d 3 SPACES \ \ 3 G2_ WIRES _ U � EXISTING 30.6' O 17" 0) �o W WATER SERVICE w N PINE 198.00' 198.00' 2 \ \ Q� �> rO� p �� BRICK ¢0 o (6m O x 3 �o �� STEPS M J���o M PROPOSED 1 STY. 0 \ R.O. � o,WN 0 24" PROPOSED 1 STY. / ?00, o - - I STORAGE WAREHOUSE BUILDING STORAGE WAREHOUSE BUILDING v / v �o �4 PINE � x o PHASE 1 o PHASE 1 / �� \ \ 200. 16.0' � F.F. EL. (57.3) (SLAB) t°a F.F. EL. (57.3) (SLAB) c, i Q o� � M °-`� 11,880 S.F. v \ \ \ oSr SLATE 11,880 S.F. AN 4-Z BRICK �s 1.6' 1'0 (DRY BUILDING) ( ) ^� o PATIO DRY BUILDING o R.O. CONVERT Jam' 2� .o"' 6.s o TO OFFICE J \ o t0 W C1 o O F SPACE , ��o C��� 2t.s' w a PROP. GATE-1 30.3' 39.0 \ \ 4" = x \ PROPOSED oR, �� ,, ►� N N \Qo• \ SILT FENCE PROP. WALK APL PINE x O C. C70, O 14-SPLIT 3 SPACES \ \ \ J Q II WSPLIT 3 Q PINE ` 9.0' ` ® x 160.00' 200.00' I1- 7 \ \ \ _ �� 1 O Z' 11 SPACES PROP. KEYPAD D o t x m' PROPOSED 1 STY. PROPOSED 1 STY. I / \ \ 2" o C Q`° P 2 PROP ASPH. CUR MINI STORAGE BUILDING o MINI STORAGE PHASE 2UILDING / \ \ ti 60' o 0, PROP. PROP. 0 PHASE 2 o� 0� k. MAPLE CHERRY MAPLE DOGWOOD x KEYPAD F.F. EL. 1,57.3} (SLAB) F.F. EL. (57.3) (SLAB) \ \ ('A 3 g DECORATIVE WALL & FNC. 9,E00 S.F. 12,000 S.F. v i O�* V,w vv o DRY BUILDING \ } oOf � � � � /\ (DRY BUILDING} ( ) �OOO�C� p \ \ � NQ F - CONCRETE o v o O =�' I I WASHOUT 35.0' Q / LANDSCAPED L� -1J AREA \ \ ve .6 Zi AREA . . . . . . . . '' W w ?o o ICV\ j SOIL STOCKPILE ! 3 SPACES \ AREA 200.00' O o � 200.00 \ � •� O oQ co 7 �i � Q� • ' PROPOSED 1 STY. PROPOSED 1 STY. � � __1 \Q�O)c ° PROP. SCREEN PLANTINGS • ' I J MINI STORAGE BUILDING MINI STORAGE BUILDING 240' � \ Q 0 I / \ \ \ \ � \ PHASE 3 o PHASE 3 20 r,^ �, % \ z F.F. EL. (57.3) (SLAB) F.F. EL. (57.3) (SLAB) 0' 6o3N N 4 '03' 0" o 233.52' PROP. 6' FENCE Z 12,000 S.F. 12,000 S.F. U200. 3 �moo F CU BLOCK RET. WALL z Z (DRY BUILDING) (DRY BUILDING) \ Q-00 Y \ \ o J CONCRETE 0 z O 35.0' �7 POTATO BARN O M U n h No IDY LAND N/F OF WJF FARMS LLC LO (0 I CO \ \ \ a � � 1000-083-03-005.2 (COMMERCIAL SITE) a a M M \ \ \ � � G '� +��� / I 16 SPACES QAC I12- I GSC/ - - - - - - - lit - - - - - - - - - - - - - - - a o w PROP. 6' FENCE ON WALL oZ z z W X6'.00 0 L X00 \ w U' N 46003'00" W GRAVEL DRIVE 560.89 SLOPOSED J T FENCE PROPOSED ► SILT FENCE LAND N/F OF F. McBR/DE & SONS RECEIVED 1000-083-03-00 .1 (LANDSCAPING & CULT/VAtD FIELDS) JUN 19 2020 SOUt old Town Planning Board NOTES: LEGEND EROSION CONTROL AND PLANTING PLAN 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS IS REQUIRED IN ALL LANDSCAPING, OREGON WAREHOUSE STORAGE 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE � EXISTING TREES WATER SOLUBLE NITROGEN IS NO MORE THAN 20% SITUATED AT PLANTING SCHEDULE OF THE TOTAL NITROGEN IN THE MIXTURE ARE CUTCHOGUE PROPOSED 3-4 BLUE SPRUCE PERMITTED; TOWN OF SOUTH OLD, SUFFOLK COUNTY, NEW YORK 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SQUARE QUANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPER FEET IN ANY ONE APPLICATION IS REQUIRED, WITH . PROPOSED SHADE TREES 2 1/2 -3 CALIPER CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. S.C.T.M. 1000-083-03-005.3 28 '_' NORTHERN RED OAK QUERCUS RUBRA 2 1/2"-3" CALIPER PER 1000 SQUARE FEET PER YEAR; PREPARED BY: PREPARED FOR: 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN 123 BLUE SPRUCE PICEA PUNGENS 3-4' HT. NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; OF NE KENNETH H. BECKMAN. L.S. 11900 OREGON ROAD, LLC PLANT 15' O.C. �)' P.O. BOX 946 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER Q� H B p SURVEYING AND LAND PLANNING 2 >� FLOWERING DOGWOOD CORNUS FLORIDA 2 1/2"-3" CALIPER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR Gj� ���N Fc� � 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE �� 3 GAL. CONTAINER ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE �k �__ y SUITE D 6 LOWBUSH BLUEBERRY VACCINIUM ANGUSTIFOLIUM Y "%" z RIDGE N.Y. 11961 PLANT 6 O.C. BOLD NUMBERS. THE NUMBER IN "HE MIDDLE IS THE r °_�- , PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, J w 0REVISIONS: NOTES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAPING E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE _11� SCALE: 1 =30 REV.6/16/2020 DRAWN BY: KAK SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATED OR APPROVED EQUAL. MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH �lv A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF \ DATE: MARCH 2020 CHECKED BY: KHB A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST AND S� INDICATES IT IS NECESSARY. DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 2 OF 2 DAA DiGiovanni & Associates Architects 26 Preston avenue sea cliff, ny 11579 n (516) 671 - 3624 fax(516) 759-7138 n" " Q LAND N/F OF JEANNE M. &RAGE LAND W/F OF NORTH FORK REGYGL/N6 !4. / 1q-110 �STE`I� 4a 1000-0,05-0.5-004-5 (COMMERCIAL 551M)5-0.5-004-5 COMMS 3-03-004.7 p (GOMN/ERGIAL SITE-WELL W�'TER) ( �Gq� pQ! pP�\O A /C�OGO p Z O b'GRAIN LINK FENCE ° 33 .86' PROP. b' FENCE 5 46°24'50" E 473.Iq' I U-n - ' V 5 4� OI 00 E d „. b'PVC FENCE U LL� xIL x�x x x \O �„ I\\ Q x(+ x 4'GHAM LINK FW-. ; P �� v &ATE 9-1 z \\ W Y O� \� IL W 6 " �x Q 7 V I V QJ x w Z J Q 0� 2Q IL IWLx N \ \ ISSLED IwA eX SER"vI /sob o I 0 6 198.00' f98.00' 771 x o M p x /I STORY FRAME PHA I Q „ F.F.EL.663 BUIINI LDG b BUILDING2 v „ COVERT EXI5TING o 0 �l �? \ GATE 4'G.L.F. GA GE TO OFFICE dSTORY PROPOSED I STORY PROPOSED I STOx o I x x x p MINI STORAGE EUILDING •o MINI 5TORAGE MILDING / p WW,.WALK d 11,850 5f (dry building) 11,880 sf (dry building) L -i ' Y� A bb' 16.0 6A E J \\ R 3 Mry �Ib' IbA x x \ \\ Q \ . W W GONG• \ \\ CO PROP.WATER SERVICE WALK '\ b PROP. \ \ \ \\ KEYPA \ \ 3 SSION OP. x 160.00' 200.00' g I r — \ \ 11A 11 5PAGE5 -0 I I �\ �V T ASPHALT DRIVEWAY /}� aI x rn CP - BUII�LDING 3 o BUILDING 4 ,�Q �� \ „� ® PROP. O PROPOSED I STORY o PROPOSED ( STORY / \ \ \ X 0 0 x KEYPAD INI 5TORAGE E JILDING •o INI STORAGE E3UILDING I / 6 \ 3 PROP. P05T S RAIL FENCE U/ �; x x x x x x x x x x x q,b00 5f (dry building) 12,000 5f (d building) L -i \ \ / #0 % �Q ,y � GATE � �+� F I = 51.5 F I -il'75 \ 0 ey AREA / n .200.00' 1.200.00 1Awl- \ ° Q _„ C PROP. SREEN PLANTIN65 W HA PHA E J a / \ \ mry ' I\\ o BUILDING 5 - BUILDING (9 1 / a � P �( \ *F ��� �I W 4 PROP05ED I STORY $ PROP05ED I STORY / Q „ W ; PROP, b' FENCE o �� W MINI STORAGE BUILDING MINI STORAGE E�JILDING L � � o . N 4 03 0 233.52 Y g 9 12000 sf (d building) f o 0 12,000 sf (d�buildin ) � � 9 \ \ LL Z FF I BLOCK RET.WALL '� J Q� 0 F- � CONCRETE „ POTATO BARN O -I L m IL ` \ r � x / LAND N/F OF WJF FARM5 LLC a \\ \ 1000-083-03-005.? � (COMMERCIAL 5ITE) Z I I I I I I I I I I I I I I I I I 5PAGE5 Z w PROP. b' FENCE zp v an.0o aEoo N 46003'00" W DRIVE 560.&L1 *RAVEL Or-WANT fJat!7"iJel2/I "11S( "^'� "=C'IT�?�P GES THAT Ta,cOND'n5 rE Q . e t v � 1 0jr 3VAILSET���t�� ��'�®xOFAPr 'WALDATM 6/10/20.20 FINAL COORDINATION d'rEu tsEE�o vta. :vs ON REE0Lt > nn � 't ��f� fv R E N V 1 5 1 0 5 5'-O" PAINTED WOOD SIGN W/ INDIRECT -�_. (2) I'-8" x I'-8" x 4'-6" ILLUMINATION n! ----- _ STONE PIERS GNATU!"1e TIitE t,,1.p.E ��� THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE ST STONE GAP10 PROPERTY OF THE ARCHITECT.INFRIN5EMENTS WILL BE T�ot'i'Ai of S0v�moLDp"-, T,rc PRO5EGUTED. (TYP) SITE PLAN O 3 :.; - t CONTRACTOR SHALL VERIFY ALL FIELD GONDITIONS AND 3 , - - - `- t9�r; � �,,,,,� '7 !Z DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT +T�' -• AND GUANTITY OF WORK.NO ALLOWANCE 5HALL BE MADE �y-c'(04A1 Ur -... A-I I/32" = I'-O" rn .. 1-8 7 7-UNIT 2 G O Nt3T T>� ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 4btee` 'e �e 2-14 De ea►°�for a�rr��e,,,� NESLEGT ON HI5 PART. ."- as per�s Be0- 2ft-132A. � _tom°(1�j ELEVATION Unit 2 Go GOXS LANE Mini Storage(2) 1'-5" x 1'-5" x 4'-b" 3'-0" x 8'-0" TPAINTED WOOD SONE PIERS MULBERRY ST. STONE W/ INDIRECT STONE GAP � (•i S ILLUMINATION YP) OQ OL 11900 Oregon Road PROJECT LOCATION o Cutchogue , NY _ Q TUTHILL 0 ROAD 51 TE PLAN PLY Q O K COMMERCE EY MAP U DRIVE — J nts PLAN DEPOT LANE 10/25/201q RECEIVED DATE JUN 2 3 2 0 A5 NOTED n FREE STAND I NC 515N DETAIL Southold Town S C A L E I OF 8 1/4' e 1'-0" Planning Board PRAWN BY .\/E3 CHECKED BY 00 DAA1 � DiGiovanni & 30'-4" Associates �DN Architects - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 26 Preston avenue sea cliff, ny 11579 (516) 671 - 3624 �JU I CC* I fax(516) 759-7138 ON 1 I 1 EXISTING I H/G MECH. o KITCHEN I Q TOILET OFFICE I Iq-110 �G�gTERED q I 1 I 1 o, E X 1 ST I NG s I �'-4" �'2" 2'J " 2'-4" FAMILY ROOM 14''0" 121-6" 22'-11" o I ° EXISTING 1 o I Z N DINING ROOM 00 EXISTING LIVING 1 _ — — — — _ _ — — - _ — REF. ROOM 1 —_� C sv! Y� . 00 - I i 1 �V 1 I — — ON UP ATTI ACCESS 1 5 5 V E D ON - - - - - - LIN. — EXI TING EXI5TINC Ist FLOOR — — — — I ° I ® , BREAK ROOM 1 ATH OOM EL. +0'-0" n I W W 1 ( 0 D 1 GENERAL Z I EXI5TIN6 _ „ OFFICE/DISPLAY AREA s BATHROOM I o I G o i COUNTER II'-II" LL -210" a q'-3" I I o OL05ET - - - - - EXISTING I ALCOVE EXISTING BEDROOM I BEDROOM 1 -4 21-10 1 I I I f— - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° - I Ln m Q BEDROOM EXISTINGO 1 n PATIO 10-11 L - - - - - - - - - - - -I ON I'-O 50'-4" OH ON OFFICE PLAN A-I GARAGE GONVER510N 1/4" = 1'-0" 4 PROVED BY . I FIRST FLOOR PLAN ToVIN o7- soM.'OLD A-I EXI5TING DWELLING 1/4" = 1'-0" DATE –T 2I 2 N /P7 2 N2L2 12 6/10/2020 FINAL COORDINATION O o METAL STANDING SEAM REVISION S METAL 5TANDING SEAM NEW COPULA (TYPJ �^ '^ NEW COPULA(TYPJ ROOFING(TYPJ ROOFIN5(TYP) THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRIWEMENT5 WILL BE PROSECUTED. 2 METAL 5TANDING SEAM CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND 2 8 ROOFING (TYPJ DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK NO ALLOWANCE SHALL BE MADE 8 METAL 5101%(TYP) ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. 2 COMPOSITE FASCIA--,,,2 2 FREEZE BD. (TYPJ Unit 2 Go Mini Storage COMPOSITE ° 11900 Oregon Road SUNBUR5T Cutchogue , NY FLOOR PLANS GRADE I�OUS�i � ®��IG� 8'-0" x 7'-0" INSULATED FULL GLASS GARAGE DOORS IN EXISTING OPENNGS METAL 5101%(TYP) METAL 510ING (TYP) BY CLOPLAY MODEL AX (VIF-TYP FOR 2) RECEIVED 10/25/201q DATE ® e WEST ELEVATION SOUTH ELEVATION JUN 2 3 2020 A5 NOTED � .2 OF 8 A-I GARAGE CONVERSION I/4" = I'-O" P'-I GARAGE CONVERSION I/4" = I'-O" Southold Town SCALE A L E Planning Board DRAM 6Y .VE3 CHECKED BY DD METAL R01OF06(TYPJ LDAA 5 N S N 2 N 6 N 12 12 12 WEATHER VANE(TYP 12 d? 4'-0'X 4'-0'WINDOW i2 D i G i ova n n i & AS SELECTED 12 IN METAL FRAME l2 (TYP.ALL SIDES) b'0' METAL STANDING SEAM Associate s 8' O.H. O.H.`� ROOFING(rYPJ N7 Architects 26 preston avenue N s sea cliff, ny 11579 516 671 - 3624 TO PLATE fax(516) 759-7138 METAL 51D1NG(rYP) Iq-I10 0000� as as 000000 0000 12 L:1 - m TO Ist FLOOR ZIPJ DATUM TO PLATE —� EL.+O'-0' EL.+20'-0' 7A F • Ew, YO WALL PACK LIGHTING METAL LEADERS d FIXTURE-SEE SITE LIGHTING 20'-0'X 14'-0'HIGH METAL SIDING(TYP) GUTTERS O 40'-0'!O G. PLAN FOR DETAILS(TYP) METAL ROLL UP DOORS (rYPJ w WINDOWS (TYPJ 155UED SOUTH ELEVATION = TO Ist FLOOR DATUM A-2 5/52" = I'-O" EL.+0'-0' METAL ROOFING(TYP) WALL PACK LI6FITING FIXTURE-SEE SITE LIGHTING PLAN FOR DETAILS(TYP) N S M 5 N 5 I2 4'-O'X 4'-0'WINDOW '- 12 WEATHER VANE(TYPJ 12 Q 12 IN METAL FRAME �^ Q 12 AS SELECTED Q 12 I2 (TYP.ALL SIDES) 12 METAL STANDING SEAM 8' b'0' It ROOFING(TYPJ O.H. O H. E3 El 5 NEST ELEVATION A-2 To PLATE 5/52" -0' 1 IL0 ry O 11 Hill 11111in TO Ist FLOOR DATUM EL.*O'-0' METAL SIDING(TYP) METAL LEADERS d X 14'-0'HIGH WALL PACK LIGHTING METAL ROLL UP DOORS METAL LEADERS d FIXTURE-SEE 517E LI&HTIN6 GUTTERS(TYPJ W/WINDOWS (TYPJ GUTTERS 040'-0't O.G. PLAN FOR DETAILS ITYPJ NORTH ELEVATION PPP OVED CY ENING 0M) rot t"EN Q So mt)LD 198'-0' DAME M S 0-0'x 14'-0'h DOOR �0IL '-O'x 14'-0'h DOOR 10'-0'x 14'-0'h DOOR 12 a (ELECTRIC OPERATED) (ELECTRIC OPERATED) L2 EX LT (ELECTRIC OPERATED) EX LT qp 6P METAL SIDING(TYP) 6/10/2020 FINAL COORDINATION R E V 1 5 1 0 N 5 il TO PLATE EL.+20'-0' TIT-5E PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. 5TORAOE AREA 5TORAOE AREA 5,000 UNHEATED-� 88bo sF/500=18P DIMEN51ON5 AND%XCONTRA(TOR%KL L RIFY ALL FIELD_BE RESPONSIBLE FOR IFIELLD FITIM ST 4 UNHEATED AND GUMITITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE s NEGLECT RALF 15 ART.OF THE CONTRACTOR FOR ANY ERROR OR in TO Ist FLOOR DATUM EL.+0'-0' Unit 2 Go WALL PACK L161-ITIN6 FIXTURE-SEE 517E L16HTING Mini StoragePLAN FOR DETAILS(1YP) 11900 Oregon Road EX LT Cutchogue , NY (ELECTRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) 99 EAST ELEVATION 2 -00' 'x 14'-0'r DOOR 20'-0'x 14'-01i DOOR 20'-0'x 14'-0'h DOOR 20'-0'x 14'-0'h DOOR A 2 PHASE I 148'-0' Building I 10/25/201q ? E I S:ST FLOOR PLAN _ RECEI1lED DATE �'`-I BlJILL�ING I 5/52" = 1'-0 " JUN 2 3 2020 AS NOTED Southold Town 5 G A L E 3 OF 8 Planning Board DRAWN BY .VI3 CHECKED BY DD 11 METAL ROOFING(TYP) L 5 M S N = N DAA E3 13 s N DiGiovanni & 12 12 WEATHER VANE(TYP 12 d? 4'-0'X 4'-0'WINDOW 12 121. 12 AS SELECTED 12 " IN METAL FRAME 12 8' b' o (TYP.ALL SIDES) METAL 5TANDIN6 SEAM Associates EEOH. O.H. ROOFING ) Architects 26 preston avenue N 5 sea cliff, ny 11579 dk (516) 671 - 3624 TO RATE a� fax(516) 759-7138 EL.+20'-0' E3 METAL SIDING(TYP) Iq-110 �G�gT Re^ '4 12 000000 DO OO OODOO� 0��[�O� 4 � (P� TO 1st FLOOR TO PLATE U� DATUM EL.+20'-0' EL.+0'-0' JWALL PACK LIGHTING METAL WIN&(TYP) METAL LEADERS t FIXTURE-SEE SITE LIGHTING 20'-0'X 14'-0'HIGH 6UTTERS 0 40'-O't O.G. PLAN FOR DETAILS(TYP) METAL ROLL UP DOORS ITYPJ Hv WINDOWS (TYP) 1 5 5 U E D SOUTH ELEVATION TO Ist FLOOR I DATUM EL.+0'-0' WALL PACK LIGHTING FIXTURE-SEE SITE LIGHTING METAL ROOFING(TYP) PLAN FOR DETAILS(TYP) M 5 N S N S N S ZN1212 4'-0'X 4'-0'WINDOW ;a 12 WEATHER VANE(TYPJ 12 12 IN METAL FRAME �^ Q12 A5 5ELEGTED Q12 Q12 (TYP.ALL SIDES) p METAL STANDING SEAM 8. b ROOFING(TYP) � O.H. O.H. 5 ST ELEVATION A-2 1111111 TO PLATE EL.+20'-0' 0 en ry 4 in TO Ist FLOOR DATUM EL.+0'-0' METAL SIDING(TYP) WALL PACK LIGHTING METAL LEADERS t 10'-0'X 14'-0'HIGH GUTTERS(TYP) METAL ROLL UP DOORS METAL LEADERS i FIXTURE-SEE SITE LIGHTING KI WINDOWS (TMP J 6UTTER5 0 40'-0't 0.G, PLAN FOR DETAILS(TYP) (TYP) NORTH ELEVATION A 2 5/52" = 1'-0 " r rAPPROVED BY MANNING ItOAM TOWN OY" SOUTE OLD 198'-0' D/I y DATE E G ( I 2 12Z > cv 1l 20'-0'x 14'-0'h DOOR 20'-0'x 14'-0'h DOOR 20'-0'x 14'-0"n DOOR (ELECTRIC,OPERATED) (ELECTRIC,OPERATED) (ELECTRIC OPERATED) EX LT 3 qp EX LT METAL SIDING(TYP) E'P 6/10/2020 FINAL COORDINATION t2 4REV1510N5 TO PLATE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE EL.+20'-0' PROPERTY OF THE ARCHITECT.INFRINGEMENTS MULL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND STORAGE AREA STORAGE AREA 5,000 s 500=bp 8,680 SP/500=ISp DIMEN5ION5 AND SHALL BE RE590N51BLE FOR FIELD FIT UNHEATED AND QUANTITY OF PM.NO ALMAXE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR UNHEATED 4 °s NE6LECT ON H15 PART. TO Ist FLOOR DATUM EL.+0'-0' UniLIGHTINGLKALL PACK FIXTURE-SEE SITE LIGHTING Mini Storage PLAN FOR DETAILS(TYP) 11900 Oregon Road EX LT q, EAST ELEVATION Cutchogue , NY CIP (ELECTRIC,OPERATED) (ELECTRIC,OPERATED) (ELECTRIC,OPERATED) (ELECTRIC,OPERATED) 20'-0'x 14'-O'h DOOR 20'-0'x 14'-0'h DOOR .20'-0'x 14'-0'h DOOR 20'-0'x 14'-01i DOOR p H A S E I Building .2 198'-0' 10/25/201q RECEWED DATE FIRST FLOOR PLAN --- A-1A5 NOTED „ _ ., I SUN 2 3 2020 BU I L D I NO 2 3/32 - I -O p, Southold Town 5 G A L E 4 OF Planning Board op-Am BY .\/13 CHECKED BY DD El 13 DAA DiGiovanni & METAL ROOFING (TYPJ Associates Architects S N 5 N 2 N 2 L2 WEATHER VANE (TYP L2L2 12 L2 °j 4'-0" X 4'-0" WINDOW AS SELECTED IN METAL FRAME METAL STANDING SEAM g• 6'o° v ° (NP. ALL SIDES) ROOFING(TYP) O.H. O.H. 26 Preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 N s L2 Iq-110 TO PLATE 12 EL.+12-0' Z � 4 LED WALL METAL 510INO(TYP) �, 1 TD 1st FLOOR � � �� METAL LEADERS! pA PACK LIGHTING v� e 6urrERs(MJEL.+o'-0' FIXTURE (TYP) 4 C2 NEw ifMETAL 510ING(TYP) TO PLATE 9-0 X q'-O" HIGH METAL ROLL UP DOORS WALL PACK LIGHT +12'-0" (rYP) FIXTURES (TYP) 155UED TO Ist FLOOR DATUM EL. +0'-0" 11 ', 11 1� 11j, 1� SOUTH ELEVATION METAL ROOFING(TYPJ L-2 1.2s N s N WEATHER VANE (TYP a N " 3 EST ELEVATION 4-O X 4-0 WINDOW L2 L2 A5 SELECTED IN METAL FRAME A-2 METAL STANDING SEAMg• 6'o" (TYP. ALL SIDES) IiT1 ROOFING(TYP) oN. O.H. TO PLATE Fn h METAL LEADERS! TO 1st FLOOR � DATUM 6UTTER5(TYPJ EL.+0-0' i q'-0" X 1'-0" HIGH METAL SIDING(TYP) METAL ROLL VP DOORS WALL PACK LIGHT (TYPJ FIXTURES (TYP) NORTH ELEVATION Arr- OVI-D QY rUNNINIG LOAM TOWN o' SQ OID 160'-0' DAT;: -1 Z I W2,o o �-c 12x20 12x20 12x20 10x20 12x-20 10x-20 12x-2O 12x20 10x20 12x20 10X-2012x.20 12x-20 12x-20 N s 12 v L2 6/10/2020 FINAL COORDINATION ElREV1510N5 LED WALL METAL 51DING(TYP) PACK LIGHTING THESE PLANS ARE AN IN5TRUMENT OF 5ERVIGE AND ARE THE FIXTURE (TYP) 4 C 2 PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. 12;K75 12x75 12x75 10x75 12x75 10x75 12x75 -2x75 10x75 12x75 10x75 12x75 12x75 12x75 CONTRACTOR SHALL VERIFY ALL FIELD CO VITION5 AND TO PLATE DIMEN51ON5 AND 5HALL BE RESPONSIBLE FOR FIELD FIT EL. +12'-0" AND QUANTITY OF WORK NO ALLOWANCE 5HALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGI.EGT ON HIS PART. MINI 5TORACE TO Ist FLOOR DATUM EL. +0'-0" Unit 2 Go 12x75 12x75 12x75 10x75 12x75 10x75 12x75 12x75 10x75 12x75 10x75 12x73 12x75 12x75 Mini Storage 11900 Oregon Road 4 EAST ELEVATION Cutchogue , NY 12x.20 12x20 12x.20 IOXIO 12x20 IO x.20 12x20 12x20 10x.20 12x1 IO x20 12x20 12x20 12x20 PHASE 1601-0" Building 3 10/25/201q 2 FIRST FLOOR PLAN RECEIVEDDATE JUN 2 3 2020 A5 NOTED A-I i31JILDING 3 3/32" = I'-O" G SC ✓ ALE OF 8 Southold Town Planning Board DRAM BY .VB GHEGiGED BY DD r] 0 .DAA DiGiovanni METAL ROOFING(TYPJ Associates Architects L2 L2 �� WEATHER VANE (TYP � �? 4'-0" X 4'-0" WINDOW S " A5 5ELEGTED 12 IN METAL FRAME I2� �--►—{I e• tO. (TYP. ALL 5IDE5) METAL 5TANDING SEAM O.H. ROOFING (TYP) 26 Preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 N S TO ELATE �I2 1q-110 EL.+12-O' ;n \5 A19, Moll 11iff -11111111 ffff 1114111111 METAL LEADERS! 4 LED WALL METAL SIDING(TYP) '� TO Ist FLOOR DATUM PACK LIGHTING N EL.+0'-0" FIXTURE (TYP) I2 9 )F NEW q'-0" X q'-0" HIGH METAL 5101%(TYP) METAL ROLL UP DOORS TO PLATE (.�) WALL PACK LIGHT - EL. +12'-O" FIXTURES(TYP) I S SL E D I TO Ist FLOOR 1 SOUTH E J,...E V A T I O I �i DA11JM AI IEL. +0'-O" 1'-0 " 1. METAL ROOFING (TYP) S N L26N d N S N 12 � AS SELECTED L2(TYP L2 '� 4'-0" X 4'-0" WINDOW L2 NEST ELEVATION IN METAL FRAME 3 8• b' • ° (TYP.ALL SIDES) METAL 5TANDING SEAM O.H. TOM—. ROOFING(TYP) TO PLATE EL.+12-0' in h METAL LEADERS I 6UTTER (TYPJ TO Ist FLOOR DATUM 41'-O" X q'-0" HIGH METAL 51DING(I METAL ROLL UP DOORS WALL PACK LIGHT (TYP) FIXTURES(TYP) NORTH ELEVATION A 2 3/32" = 1'-0 " APRIOVED BY rLANMNG t: Ar,Q TOWN 07 SOJMOLD Dia - T ( Z[wzC) 200'-0" i V 12x.20 12 x 20 12 x 20 12x.20 12 x 20 12 x 20 12 X20 IO x 20 12 x 20 IO x.20 12 X20 IZ x 20 12 x20 12 x.20 12 x.20 12 x 20 12 x.20 N S 12 Q12 6/10/2020 FINAL COORDINATION R E V 1 5 1 0 N 5 LED WALL METAL 5101NO(TYP) PACK LIGHTING ,MESE PLANS ARE AN IN5TR HENT OF 5ERVICE AND ARE THE FIXTURE (TYP) 2 PROPERTY OF THE ARCHITECT.INFRIN6EMENTS WILL BE 12x'15 12x75 12x75 12x75 12x75 12x75 12x75 10z75 12x75 10x75 12x75 12x75 12x75 12x75 12x75 12x75 12x75 4� PR05ECUTED. TO PLATE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND EL. +12'-0" DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.ND ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR o MINI STORAGE o =, NEGLECT ON HIS PART. TO Ist FLOOR DATUM EL. +0'-0" Unit 2 Go 12x75 12x75 12x75 12x75 12x75 12x75 12x75 10x75 12x75 IOx7S 12x75 12x75 12x75 12x15 12x75 12x75 12x75 Mini Storage 11900 Oregon Road 4 EAST ELEVATION Cutchogue , NY 12x.!0 12x0 12x0 12x0 12x0 12x0 12x0 10 x-20 12x20 10x20 12x0 12x.20 12x.20 12x20 12x20 12x20 12x20 PHASE 2 Building 4 10/25/201q 2 E I RST FLOOR PLANT _ RECEIO�ED DATE � F LDING 4 3/32" = I1-011 JUN 2 3 2020 A5 NOTED Southold Town S C A L E b OF 8 Planning Board DRANM BY CHECKED BY DD 13 El IDAA El DiGiovanni & METAL ROOFING(TYPJ Associates 5 N $--N 2 N 5 N Architects WEATHER VANE (TYP � _� � �� � �� L2 L3 2 AS SELECTED 2 N METAL FRAME DOW 12 8• b o• •'O (TYP. ALL SIDES) METAL STANDING SEAM O.H. O.H. ROOFING (TYP) P 26 reston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 M S � Iq-110 REGISt TO PLATE L2 p AV I D F9�0 EL.+12-0' in h Q� v METAL LEADERS t TO Ist FLOOR LED WALL METAL 51DIN5(TYP) O 6UTTER5(TYPj DAn)M PACK LIGHTING `' y EL.+0'-0' FIXTURE (TYP) 12 ,K 4D q'-0" X q'-0" HIGH METAL 51DING(TYP) TO PLATE METAL ROLL UP DOORS WALL PACK LIGHT EL. +12'-0" (NP) FIXTURES(TYP) 15 5 ,11,11 E D LN TO Ist FLOOR DATUM EL +0'-0" SOUTH ELEVATION -O" METAL ROOFING(TYP) S N s N 2 N S N 2� 122D WEATHER VANE (TYP L212 °j 4'-0" X 4'-0" WINDOW A5 SELECTED IN METAL FRAME 2 NEST 3 ELEVATION 03 8• 6'o' •'O (NP. ALL SIDES) METAL STANDING SEAM O.H. o.H.7 ROOFIN5 (TYPJE03 A-2 TO PLATE EL.+12 4 METAL LEADER5 t TO Ist FLOOR GUTTERS(TYP) - 0 WM EL.+O'-O" 9'-O" X 9'-0" HIGH METAL 5101% (TYP) METAL ROLL UP DOORS WALL PACK LIGHT (NPj FIXTURES(TYP) PP11IOVED By NORTH ELEVATION W."NINGC, BARD A-2 3M11 = I'-O" TOWN OF SOLTHOLD DATE `7(Z(?,bZ ) .2001 N S I2 L2 6/10/2020 FINAL COORDINATION E3 R E V 1 5 1 0 N 5 LED WALL METAL SIDING(TYP) PACK LIGHTING THESE PLANS ARE AN IN5TRUhIENT OF SERVICE AND ARE THE FIXTURE (TYP) 4 1:2 PROPERTY OF THE ARCHITECT.INFRIWXWNTS WILL BE PROSECUTED. CONTRACTOR SHALL VEROM7 VERIFY ALL FIELD CITION5 AND Tr TPLATE DIMEN510J5 AND 5HALL BE RESPOIGEILE FOR FIELD FIT C11ELL. +t2'-O" AND QUANTITY OF WORK.NO ALLONANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR q 4 NEGLECT ON HIS PART. 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OB 5 A 1.0 0.44 067 5 A 2A 0.4 OB 5 A 1.0 O OA6 OAb OD4\OAI OA OA / f- P YED BY LAND NIP OF/NJF FARMS LLC \ °Q 1000-0"-03-0005.2 o b 0.0.04 O.Ob JT 5 55 1A 5 55 .2A .65 341 55 ZA 65 341 55 2D 0.15 0.11 0A6 OA On 0.15 .0 23 OS OoA OD SITE) 0 OAb OA4 °Q rIANNING CAM d) \ f /� c/�t /r� �° � OM OA4 o OJb 033 Ob OM O 033 O 056 O 33 O OSb 0 33 Ob 0.46 0.1 OA61 OOb 0�1 Om 39 O I I ODS 3a 0 OZS 3a O Q.I OZS 3a O O.IS Ab OAb OAI O� A OA � �0����i VR' �7V V�it�i �o I SPAG I ° DArL OA OAZ 002 0.02 OD2 ODI OD2 0.02 OD2 OD2 OD2 OD2 OD2 oA 0.01 0,02 OD2 0.02 ODI ODI 0.02 0.02 0.02 A2 ODI OD2 OD2 0.02 6D2 0.02 0.02 0.02 OD2 OD2 OD2 ODZ OD2 OD2 O 2 OD2 OD2 0.02 OAIin OA OD oA OA &RAVEL DRIVE PROP05ED LIGHTING LEVELS (in FOOTCANDLES - TYP) RAB LIGHTING LED MODEL WPLEDI5Y 3000K WALL PACK LIGHTING FIXTURE (WI) MOUNTED 15'-0" ABOVE GRADE - HOURS OF OPERATION DUSK TIL 10:00 PM (TYPICAL - SEE ELEVATIONS) 6/10/2020 PER TOCOMMENTS I T � T I �� FLAN � � WN 3/10/2020 PER TOWNMM GO ENTS CALCULATION 5UMMARY REVISIONS THESE PLANS ARE AN IN5TROMENT OF 5ERVICE AND ARE THE LABEL GALG. TYPE UNITS AVERAGE MAXIMUM MINIMUM PROPERTY OF THE ARCHITECT,INFRINGEMENTS WILL BE PR05E=D. PARKING LOT ILLUMINANCE FG 2.5 5.0 .01 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIWN510N5 AND 5H&L BE RESPONSIBLE FOR FIELD FIT GROUND 51ON ILLUMINANCE FG 1.41 1.51 1.32 AND G)MT1TY OF WORK,NO ALLOWANCE SHALL BE MADE Dimensions ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART, LUMINAIRE 5GHEDULE f SulfareMount TYPE GtUANITY LABEL ARRANGEMENT TOTAL LAMP LUMENS LUMEN5 WATTS LLD LDD DESCRIPTION MOUNT HEIGHT Unit 2 Go ' Conf guration • tt _ - ! WPLEDI5Y 45 WI 51NOLE 2,461 20."10 .76 �6 RAB WPLEDI5Y 3,000K WALL 15'-0" �- Mini Storage e L0005E-1 1 GI SINGLE 344 15.65 .76 .76 RAB 6NILEDI3YSAGIIB-3000K GROUND 4'-O" Itao esl� two I151�$ { TOTAL LUMEN5 = 121,020 (ALLOWABLE = 25,000/ACRE 5.'1 ACRES x 25,000 = 142,500) 121,020 < 142 500 11900 Oregon Road -' � t719t1 .��• �' _ Cutchopp��ue NY 1 RAB WPLEDI5Y FIXTURE ARE FULL GUT OFF TYP FIXTURES b I�23t� rw <, s (1413x, �--- E TLJ ES ARE IDA DARK SKY APPROVED FIXTURE :¢. I RAB H5LED13YA FIXTURE ALL FIXTURES ARE ON TIMER TO BE OPERATIONAL FROM DUSK TILL 10:00 PM Irql41 ra-.K rMe51TE LIGHTING PLAN WALL PACK LIGHT DETAIL 3 GROUND SIGN LIGHT DETAIL A-I NTS P'-I NT5 1/31/�Olq RECEIVED DATE AME; JUN 2 3 2020 A5 NOTED SOUth01 Town 5 G A L E 6 OF 8 Planning Board DRAWN BY .11/8 CHECKED BY DD OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��rjF SOU � P.O.Box 1179 54375 State Route 25 OTyOI Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold NY Telephone: 631765-1938 Na www.southoldtownny.gov PLANNING BOARD OFFICE TOWN,OF SOUTHOLD June 30, 2020 Mr. Martin Kosmynka P.O!' Box.946 Cutchogue, NY 11,935 Re: i Site Plan Approval: Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue -SCT-M#,1000=8-3 -3=5:3' 2onirrg-District:-Light-]nd-ustriaM4 Dear Mr. Kosmynka: Thelfollowing resolution was adopted at a meeting of the Southold.Town Planning Board on J,iune 29,2020: WHEREAS, this-site plan is for the proposed construction of a ±69,360 sq.,ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ,ft. 1- story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft._1-story'building. Also, included is the conversion of an existing 797 sq. ft. garage to an office, an.existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District;and WHEREAS, on August 2, 2019 and. August 9, 2019, Martin-,Kosmynka, owner, submitted a Site';Plan Application for review; and WHEREAS, on August 19, 2019, the Southold Town Plarining'Board determined the application as incomplete for review and required sufficient plans.and information to be submitted; and WHEREAS, on September 25, 2019, Martin Kosmynka, owner, submitted a Site Plan Application fee and other information for review; and Oregon Road Warehouse Storage Page 2 June 30, 2020 WHEREAS, on October 10, 2019, October 28, 2019 and October 30, 2019, Martin Kosmynka, owner, submitted revised Site Plan sheets and other information for review; and!, WHEREAS, on November 4, 2019, the Planning Board accepted the application as complete for review; and WHEREAS, on November 4, 2019, 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 November 21, 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 December 13, 2019, Martin Kosmynka, owner, submitted a request to the Planning Board to commence interior work to the pre-existing dwelling by relocating an existing bedroom and constructing an ADA compliant rear access; and WHEREAS, on December 23, 2019, the Architectural Review Committee (ARC) approved -the,proposed"action as submitted; and WHEREAS, on December 26, 2019, the Cutchogue Fire-District determined there was adequate fire protection for the site; and WHEREAS, on January 2, 2020, the Planning Board granted permission of the December 13; 2019 request for interior work in the pre-existing dwelling to begin prior to site plan approval; and WHEREAS, on January 8, 2020, the Suffolk County Department of Health Services (SCDHS) determined thatt-a wastewater permit is required; and WHEREAS, on January 13, 2020, a Public Hearing was held and closed; and WHEREAS, on January 22, 2020, the Suffolk County Planning Commission (SCPC) provided comments regarding the proposed action; and WHEREAS, on January 23, 2020, Martin Kosmynka, owner, submitted a request to the Planning Board to demolish the existing swimming pool to be removed and commence interior conversion work to convert the existing garage to an office with no building footprint expansion; and WHEREAS, on January 27, 2020, the Town of Southold Local Waterfront Revitalization Pr;'ogram Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and Oregon Road Warehouse Storage Page 3 June 30, 2020 WHEREAS, on January 30, 2020, the Planning Board granted permission to proceed with demolishing the existing pool and interior conversion work to the existing garage prior to site, plan approval; and WHEREAS, on February 17, 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 February 21, 2020, Martin Kosmynka, owner, submitted a request to the Planning Board to commence planting of front yardlandscaping; and WHEREAS, on February 26, 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 March 2, 2020, the Planning Board granted permission to proceed with the fro in' et yard landscape plantings prior to sitplan approval; and WHEREAS, at a-Work-Sess�ron on MaTch-9, 2020, the Southold-Town-Plari-ring-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 March 9, 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 March 13, 2020, the Suffolk County Department of Health Services (SCDHS) granted approval for this project under their reference #C10-19-0006 for "Multiple Uses Per Plan at 1,298gpd"; 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 March 24, 2020, Martin Kosmynka, owner, submitted a revised site plan, grading & drainage plan, photometric plan, SCDHS plan and Erosion & Planting Plan for review; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and L Oregon Road Warehouse Storage Page 4 June 30, 2020 WHEREAS, at their virtual work session held on June 15, 2020, the Southold Town 11 Planning Board reviewed the revised site plan, revised photometric plan, revised erosion control & planting plan, and the approved,SCDHS plan; and WHEREAS, on June 15, 2020, 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 a - WHVEREAS, on June 23, 2020, the Southold Town Chief Building Inspector reviewed and certified-the proposed Warehouse Storage as a permitted use in the Light Industrial (LI) Zoning District; therefore be it RESOLVED, thatthe 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 "Oregon Warehouse Storage" prepared by Kenneth H. Beckman, L.S., dated May 2019, and last revised June 16, 2020, and authorizes the Chairman to endorse the site plan. 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 11 approved by the Planning Board prior to installation. 2. ,All exterior signage on the property, shall comply with Town Code. Any future signage J ot shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. �i 3. 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 I e 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. All storm water run-off from grading, driveways and gravel areas must be contained on site. Oregon Road Warehouse Storage Page 5 June 30, 2020 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. J5. 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 ii 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. e: t �/ / Print nam Applicant Signature Date: OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 23, 2022 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Approved Site Plan — Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: The Planning Board has found that the requirements for Phase 3 including two storage buildings labeled #5 and #6 each at 12,000 sq. ft., and the overall Site Plan referenced above, have been completed based on the site inspection made November 14, 2022 and the Planning Board work session on November 21, 2022. These buildings and the site are now in general conformance with the approved site plan prepared by Kenneth H. Beckman, L.S., Dated May 2019 and last revised June 16, 2020, and the Planning Board supports the issuance of a Certificate of Occupancy for the site plan. 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. Res ctfull nQa Dona J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 's � � ^� P.O. Box 1179 54375 State Route 25 � tt Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov CIO PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2022 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Approved Site Plan — Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: The Planning Board has found that the requirements for the two storage buildings labeled #3 and #4 at 9,600 sq. ft. and 12,000 sq. ft. respectively, a/k/a Phase 2 of the above-referenced Site Plan, have been completed based on the site inspection made September 15, 2022 and the Planning Board work session on September 26, 2022. These buildings are now in general conformance with the approved site plan prepared by Kenneth H. Beckman, L.S., Dated May 2019 and last revised June 16, 2020, and the Planning Board supports the issuance of a Certificate of Occupancy for Phase 1 of the site plan. Please note that there are ongoing conditions and elements of site plan approval including exterior lighting and landscaping that will be assessed as the site continues its multi-phase build-out. 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. Res ectfull �, .r.. Donald J. enski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexe � r P.O. Box 1179 54375 State Route 25Southold, 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 8, 2021 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re Approved Site Plan — Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: The Planning Board has found that the requirements for the 797 sq. ft. office building and two storage buildings at 11,880 sq. ft. each, a/k/a Phase 1 of the above-referenced Site Plan, have been completed based on the site inspection made September 22, 2021 and the Planning Board work session on September 27, 2021. These buildings are now in general conformance with the approved site plan prepared by Kenneth H. Beckman, L.S., Dated May 2019 and last revised June 16, 2020, and the Planning Board supports the issuance of a Certificate of Occupancy for Phase 1 of the site plan. Please note that there are ongoing conditions and elements of site plan approval including exterior lighting and landscaping that will be assessed as the site continues its multi-phase build-out. 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. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 1113 DAA DiGiovanni & Associates Architects G pX L,ANE _ _--_ _ _—_ — — 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 u °h� I-AN17 NIP OF NORTH FORK RECYCLIN6 INC. LAND x-F ANNE M' 5�CE4 61 1000-083-03-004.7 - 0 (COMMERCIAL SITE) i VAt@ ASL, (COMMERCIAL 517-E-WELL WATER) 2 Q" 337.86' PROP, 6' FENCE S 46°24'50" E 4 3.101' U a-o b'CHAIN LINK FENCE o �b z 5 4-7001'00" E 7 `' If u x x•—�x x x �� NE �q �O� ��0 y Tri x W GHAN LINK FW, `,,; Q \ \ O U-v GATE Y 1 x Q' O` � I�— LU L � W �Q• 2° x LL x J N _ \\ 1 5 5,U E D Q WATER B�iI¢�vl /sob a I kL kL p 6 198.00' 198.00 5 LIANDSANK 6 \ \ "QI STORY FRAME °�q ° PH HA I +N. J / BUILDING GO RT EXISTING � o BUILDING I 4'r-L.F. g PROPOSED I STORY b IbA' x GATE x a'c.L%. GA GE TO OFFICE dx PROPOSED I STORY MINI STORAGE BUILDING INI 5TORAGE BUILDING / \ ° 11,880 sf (d buildin ) L q P'a ]COW-.WALK IL 11,880 sF (d buildin ) Fel l.5 9 \ C PATIO h I STORY x y7' .p v �•gF \ \ \ p x z x x \ / I0 � \� I\� W PROP.WATER SERVICE WALK '\ PROP. PROP KEYPA — \ \\ 516N x 160.00 X00.00 3 'ANi�-BANKED � 41� �v ASPHALT DRIVEWAY -2 J 010 + o Q o BUILDING 3 °o BUILDING 4 \ �h' AT a-° PROPOSED I STORY PROP. p PROPOSED 1 STORY N � o I � '� A OPROP. POST a RAIL FENCE x KEYPAD INI STORAGE BUILDING INI STORAGE BUILDING U/ x x x x xxx x x x x 5ATE "r 01,600 sP (dry building) 12,000 5f (d I building) L FF Cf' ANP50APE * \ \ \� / QT � ° 2 AREA 5 LANDBANKED \ 0 200.00' 200.00' III III I I PHJ / \Q A E -I- / 0 m� ifg« PROP. SCREEN PLANTIN&5 I\\ tu DING 5 BUILDING 6 O BUI PROPOSED I STORY $ FROP05ED 1 5TORY \ n " a PROP. 6' FENCE o MINI 5TORAGE BUILDING •� MINI STORAGE BUILDING / \ �. u 4, do N 4 03 O 233.52 z a 12,000 5F (d building) 12,000 sf (d building) L Z I �[ FF I 'i. FF I7 5 \ BLOCK RET,WALL I �Q \ V COW-RETEtu BAO m I' � O POTATO BARN \\ a / 1z It LANDS F KJF 083- FARMS LLC 0 (COMMERCIAL SITE) �+ �a Z \ Ip LANDBANKiED 5PAGE5 Z w v PROP. 6' FENCE a�O O u.a0o N 46003'00" W 560.801' GRAVEL DRIVE 6/10/2020 FINAL COORDINATION 3'-0" x V-0" PAINTED WOOD R E V 1 5 1 0 N 5 SIGN W/ INDIRECT (2) I'-8" x 1'-8" x 4'-6" ILLUMINATION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE 5TONE PIERS PROPERTY OF THE ARCHITECT.INFRIN6EKW5 WILL BE W/ STONE GAP 3 PR05ECUTED, 51 TE PLAN (TYP) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND I O 3 yy o � DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT A-I = m 3 I I - `" ° AND QIANTITY OF WORK NO ALLOWANCE SHALL BE MADE 1/32 I -O 1-877-UNIT2G0 ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. ELEVATION Unit 2 Go GOXS LANE Mini Storage I'- " x I'- " x 4'-6" 3'-0" x 8'-0" MULBERRY ST. (2) 8 8 PAINTED WOOD dJ STONE PIERSd W/ STONE GAP SIGN W/ INDIRECT (TYP) ILLUMINATION 0T 11900 Oregon Road PROJECT LOCATION o Cutchogue , NY �o 0 TUTHILL ROAD �o 51 TE PLAN zQ 0 COMMERCE � I�EY MAP 5 v DRIVE nts PLAN DEPOT LANE RECEIVED 10/25/20lq DATE Am 'A JUN 2 3 2020 _- A5 NOTED FREE STANDING SION DETAIL Southold Town I OF 8 A-1 I Planning Board 5 G A L E 1/4' ■ I'-0' DRAWN BY GHEGKED BY DD DAA DiGiovanni 30'-4" Associates �VN Architects r - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 26 1i H sea cliff, ny 11579 (516) 671 - 3624 cce fax(516) 759-7138 ON 1 EX15TINO 1 o TOILET MECH. KITCHEN 1 OFFICE i Iq-110 \�� A6 FRED EXISTING 11-2 �, " 2'-4" 1 a\0 d) FAMILY ROOM 14''0" EX15TINO EX15TINO LIVING I I ^ DINING ROOM 00 REF. ROOM I- " 1 - - - - _ _ - _ o -I ' O I 1 1 �t 1 0 NEIN t I � l I I I - - DN !JP ATTI I I 1 5 S iJ E D ACCESS ON t; 1 O - - - - - - - - - - LIN. h - EXISTING'. 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PLAN FOR DETAILS(TYP) METAL ROLL UP DOORS (TYP) ry w1NDow5 CrYPJ 155-UE0 b I SOUTH ELEVATION TDO IslFLOM EL.+O'-0' A-2 5/52" = 1'-O" WALL PACK L160TIN62 FIXTURE-SEE SITE LIGHTING METAL ROOFING(TYPJ PLAN FOR DETAILS(TYP) N S N 5 N 5 N 5 124'-0'X 4'-0'WINDOW 12 WEATHER VANE(TYP) 12 12 Q 12 IN METAL FRAME h Q 12 A5 SELECTED Q 12 Q 12 (TYP.ALL SIDES) � METAL STANDING SEAM 8' ROOFIN5(TYPJ O.H. 10m. 5 NEST ELEVATION TO PLATE EL.+20'-0' 4 m ry Q in TO Ist FLOOR DATUM EL.+0'-0' METAL 510IN6(TYP) WALL PACK LIGHTING —20'-0'X 14'-0'HIGH T ERS d METAL ROLL UP DOORS METAL LEADERS d FIXTURE-SEE 517E LI6HTIN6 6UTTERS(TYP) W WIMDOY15 (T(P) GUTTERS 0 40'-0't O.G. PLAN FOR DETAILS(TYP) (TYPJ NORTH ELEVATION A-2 5/52" = 1'-0 " 198'-0' N 5 20'-0'x 14'-O'fi DOOR 20'-0'x I4'-O"h DOOR 20'-0'x 14'-0'h DOOR 12 (ELECTRIC OPERATED) (ELECTRIC OPERATED) EX LT (ELECTRIC OPERATED) dipEX LT METAL SIDING(TYP) b/IO/2020 FINAL COORDINATION 12 4 R E V 1 5 1 O N 5 To PLATE THESE PLANS ARE AN IN5TRUMENT OF 5ERVICE AND ARE THE EL.+20'-0' PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. STORAGE AREA STORAGE AREA CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND DIIYMI N5 AND SHALL BE RE5PONSIBLE FOR FIELD FIT UN��=bP 6,660 sF/Soo=18P AND MWITY OF NYK.NO ALLOWANCE 5HALL BE MADE UNHEATED ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 4 NEGLECT ON HI5 PART. TO Ist FLOOR . DATUM° -0. UniLIGHTINGLKALL PACK FIXTURE-SEE SITE 1.I61-ITIN6 Mini Storage PLAN FOR DETAILS(TYP) 11900 Oregon Road EX LT )I-, Cutchogue , NY RP (ELECTRIC OPERATED) (ELE(TRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) 4 EAST ELEVATION 20'-0'x 14'-0"7 DOOR 20'-0'x 14'-0'h DOOR 20'-0'x 14'-O"n DOOR 20'-0'x 14'-0'h DOOR A 2 PHA 5 E building I 198'-0' 10%25/20141 FIRST FLOOR PLAN RECEIvEC� DATE A—I E31JIL.DING I 3/32" = I'—O" JUN 2 3 2020 A5 NOTED Southold Town 5 G A L E 3 OF Planning Board DRAM BY .IVB F ECKED BY DD DAA METAL ROOFING � ®(TYP) L 5 N 5 N = N S N DiGiovanni & 12 12 WEATHER VANE(TYP 12 e� 12 4'-0'X 4'-0•WINDOW ■ 12 12 AS SELECTED 12 12 IN METAL FRAME Associates (TYP.ALL SIDES) ■ g• b'0' MET&STANDING SEAM EO. O.H.T ROOFING(TYP) rc 'te Cts 26 preston avenue N sea cliff, ny 11579 a� (516) 671 - 3624 TO PLATE fax(516) 759-7138 EL.+20'-0' METAL SIDING(TYP) iq-110 0�0�0� 00 �0�00 0�00� 4 12 D TO PLATE TO lot FLOOR EL.+20'-0' DATUM IN 11 EL.+0'-0' IN WALL PACK LIGHTING METAL SIDING(TYP) METAL LEADERS I FIXTURE-SEE 51TE L16HTM 20'-0•X 14'-0'HIGH 6UTTERS 0 40'-0't O.G. PLAN FOR DETAILS(TYP) METAL ROLL UP DOORS (�) Wr WINDOWS (TYP) - 1 95-U E D in SOUTH ELEVATION IUM DATUM A-� WALL PACK LIGHTING FIXTURE-SEE SITE LIGHTING METAL ROOFING(TYP) PLAN FOR DETAILS(TYP) V--5 N S N S tl 124'-0'X 4'-0'WINDOW "� 12 WEATHER VANE(TYP) 12 Q 12 IN METAL FRAME '^ Q 12 AS SELECTED Q 12 R (TYP.ALL SIDES) ; METAL ROOFING(TYPN6 SEAM O.H. b, ON. E3-. 01 3 NEST ELEVATION M779i 7 -O" TO PLATE EL.+20'-0' 4 m ry O N TO let FLOOR 1111111111 I� 11111111111111111111111 DATUM EL.+0'-0' bog- WALL PACK LIGHTING METAL LEADERS I METAL SIDING(TYP) 20'-0'X I4'-0'1416FIE FIXTURE-SEE 517E LIGHTING TERS(TYP) METAL ROLL UP DOORS METAL LEADERS I K/WINOOW5 (TYP) 6UTTERS 0 40'-0't O.G. PLAN FOR DETAILS(TYP) (TYP) NIORTH ELEVATION! -O" 19e'-0• N S 20'-0'x 14'-0"h DOOR 20'-0'x 14'-0?i DOOR 20'-0"x 14'-0'h DOOR Q� iN (ELECTRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) EX LT qp EX LT METAL 5101%(TYP) bp 6/10/2020 FINAL COORDINATION 12 4D REVISION5 Ilk TO PLATE THESE PLANS ARE AN INSTRLKNT OF SERVICE AND ARE THE EL.+20'-0• PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND STORAGE AREA STORAGE AREA DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT 5,000 of/500-bp 6,bbo$►/500=l6p AND Q)ANTITY OF WORK.NO ALLOWANCE SHALL BE MADE UNHEATED UNHEATED ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR q NEGLECT ON HIS PART. TO let FLOOR DA EL.o-0" Unit 2 Go WALL PACK LIGHTING FIXTURE-SEE 517E LIGHTING Mini Storage PLAN FOR DETAILS(TYP) 11900 Oregon Road EX LT 4 EAST ELEVATION Cutchogue , NY 9p (ELECTRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) (ELECTRIC OPERATED) A-2 -20'-0'x 14'-O'h DOOR -20'-0'x 14'-0'n DOOR 20'-0'x 14'-O'h DOOR 20'-0"x 14'-0'h DOOR pHA 5 E I EVIding -2 198'-0' 10/25/201q RECEIVED DATE A=4 FIRST FLOOR PLANT JUN 2 3 2020 A5 NOTED I-I BUILDING-2 old 4 OF 8 3/32" = I'-O" SouthTown S C A L E Planning Board DRAM BY .VB CHECKED BY DD rmr*- kA mo ® � DiGiovanni & Associates METAL ROOFING(NP) Architects S N S N 2 N I? 2 WEATHER VANE (NP 12 �? " " 4-0 X 4'-O WINDOW 12D I?D A5 5ELEGTED IN METAL FRAME METAL STANDING SEAM 8. b' . ° (NP. ALL SIDES) FEDROOFING(NPS 0A. O.H. 26 Preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 N S Iq-no TO PLATE 12 S�ERE�AR EL.+12-0• Z 4 LED WALL METAL SIDING (NP) ^, Mill 1111 Ill. 11111 NE - 11111LCO)ATW OOR METAL LEADERS d PACK LIGHTING 6UTTER5(TYP1 NEw' FIXTURE (NP) 4� M1 WEEMEd METAL SIDING(NP) q'-0" X q'-O" HIGH TO PLATE METAL ROLL UP DOORS - EL. +12'-0" 15 51J E D WALL PACK LIGHT (NP) FIXTURES(NP) TO Ist FLOOR DATUM EL. +0'-0" 1� 11 w 1111 SOUTH ELEVATION METAL ROOFING(NP) S N S N ! N HEATHER VANE (NP a? 4'-O" X 4O" WINDOW T E L E TIO N 3 L212D A5 5ELEGTED � IN METAL FRAME A-2 _ METAL STANDING SEAM 8' b'O• ;° (NP. ALL 51DE5) Ill�ll Imp ROOFING (NPS 0 . O.H. 11 TO PLATE h Q METAL LEADERS d 10 Ist FLOOR 6MERS(TYP) DATUM EL.+0'-0' u METAL 510IN6 (NP) q-O X q-O" HIGH METAL ROLL UP DOORS WALL PACK LIGHT (NP) FIXTURES(TYP) NORTH ELEVATION 160-O• 12x20 12x20 12x20 10x20 12x10 10x20 12x20 12x20 10x20 12x20 10x20 12x20 12x20 12x20 N i Q12 611012020 FINAL COORDINATION 10 R E V 1 5 1 0 N 5 LED WALL METAL 510ING (NP) PACK LIGHTING THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE FIXTURE (NP) 4 2 PROPERTY OF THE ARCHITECT.INFRINMANT5 WILL BE 12x'15 12x'15 Dx15 10x15 12x'15 10x'15 12x95 2x13 10x15 12x15 10x'15 12x15 12 x'15 12x95 PRO5E0UTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND TO PLATE DIMEN51M AND 5HALL BE RE5POIGRE FOR FIELD FIT EL. +12'-0" AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR MINI STORAGE $ NE6LECT ON HIS PART. TO Ist FLOOR DATUM EL. +0'-0" Unit 2 Go 12x'15 12x'15 12x95 10x15 12x'15 10x13 12x'15 12x'15 10x'15 2x13 10x'15 12x'15 12x95 12x'15 Mini Storage 11900 Oregon Road 4 EAST ELEVATION Cutchogue , NY -O" 12 x 20 12 X20 12 x 20 IO x.20 12 X20 IO x 20 12 x 20 12 x 20 IO x.20 12 x.20 10 x 20 12 x 20 D x20 12 x 20 PHASE HAS 1bo,-O. 5ui(ding 3 10/25/201q rm E I RST FLOOR PLAN RECEIVED DATE A-I BUILDING 5 3/32" = I'-O" JUN 2 3 2020 A5 NOTED Southold Town S C A L E 5 OF 5 Planning Board DRAM BY AVB CHECKED BY DD DAA 0 0 0 DiGiovanni & METAL ROOFING(TYP) AssociatesArchitects 5 N ! N 2 N S N L2 L2 WEATHER VANE (TYP L2L2"? 4'-0" X 4'-0" WINDOW L2 A5 SELECTED L2 IN METAL FRAME L2 g• 6'o• • D (TYP. ALL SIDES) METAL STANDING SEAM FI,--{��� El oA oH. ROOFING (TYP) 26 Preston avenue �1J sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 M S TO PLATE X12 1q-110 • E3 4 METAL SIDING(NP) Z TO Ist FLOOR LED WALL METAL LEADERS 11DATUM PACK LIGHTING GUTTERS(TYPJIII- ILL ji 11111 . Mill IIH 411111 EL.+0'-0' FIXTURE (TYP) 412 \ '\ 0� NE METAL 5101Z(TYP) TO PLATE q'-O" X q'-0" HIGH METAL ROLL UP DOORS WALL PACK LIGHT - EL. +12'-O" 5511ED (TYP) FIXTURES(TYP) 1 I I T� I�,( TDATUM O Ist FLOOR SOUTH ELEVATION EL. +01-0" 11 11 METAL ROOFING(TYP) S N 5 N 2 N S N �1 �� WEATHER VANE (TYP �12 �? 4'-0" X 4'-0" WINDOW �� 3 NEST ELEVATION AS SELECTED IN METAL FRAME 77A ' • 6' • D (TYP. ALL SIDES) METAL 5TANDINC7 5EAM A-2 MI O.H, H. ROOFING (TYP) 5/32" = I'-O" 97 111 11 111 111 TO PLATE EL.+12-0 Cl b LEL.+O'-O' OR METAL LEADERS t GUTTERS(TYP) q'-O" X q'-O" HIGH METAL SIDING(TYP) METAL ROLL UP DOORS WALL PACK LIGHT (TYP) FIXTURES(TYP) NORTH ELEVATION A 2 5/52" = 1'-0 " 200'-0" 12x.20 12x20 12x20 12x20 12x20 @x20 12x20 IO x20 I2 x20 10x20 12x20 12x.20 12x20 12x20 12x20 12x20 12 x20 N S 12 QL2 6/10/2020 FINAL COORDINATION 11 R E V 1 5 1 0 N 5 LED WALL METAL 5101%(TYP) PACK LIGHTING THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE FIXTURE (TYP) 412 PROPERTY OF THE ARCHITECT.IWRIN6EWNT5 NULL BE PR05EOXED. 12x95 12x95 12x'15 12x95 12x'15 12x75 12x'15 IOx15 12x'15 IOx93 12x'15 12x'15 12x'15 12x'15 12x'15 12x'15 12x'15 TO PLATE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND "k bDIMEN510N5 AND SHALL BE RE5PaSEILE FOR FIELD FIT EL. +12'-0" AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. MINI 5TORA(E TO Ist FLOOR DATUM EL + '_0" 1 1. .. Unit 2 Go 12x95 12x95 12x95 12x95 12x93 1205 12x95 10x95 12x95 10x95 12x95 12x95 12x95 12x75 12x95 12x95 12x95 Mini Storage 11900 Oregon Road 4 EAST ELEVATION Cutchogue , NY 12x-20 12x-20 12x20 12x-20 12x20 12x20 12x-20 10x20 12x20 10x20 12x-20 12x-20 12x20 12x20 12x20 12x20 12x20 PHASE ,4=5 2001.0. Building 4 10/25/201q I Rr-�-E�---CEIVE® DATE � 2 FIRST FLOOR �L..AN I JUN 2 3 2020 A5 NOTED A-ISOUthold Town S C A L E BUILDING 4 3/52" = I'-O" Planning Board DRAM BY .\/B CHECKED BY DD 11173 0 DAA DiGiovanni & METAL ROOFING(TYPE Associates S N y N t N y N Architects Q HEATHER VANE (TYP I2 4'-0" X 4'-0" WINDOW AS SELECTED IN METAL FRAME 8• e' • ° (TYP. ALL SIDES) METAL STANDING SEAM O.H. O.H. ROOFING (TYPJ 26 Preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 M S L2 12 TO RATE 12 �\SISRED A sC EL.X12-0' h ��, �A.D1 z_ METAL LEADERS/ TO Ist FLOOR LED HALL METAL 51DING(TYP) ` F6 ) DATUM PACK LIGHTINGMi EL.+0'-0' FIXTURE (TYP) 12 P III milli Ill 1 11111 1111 4D q'-O" X q'-D" HIGH METAL 510IN5(TYP)-j = TO PLATE METAL ROLL UP DOORS HALL PACK LIGHT - EL. +12'-0" 15 51J E D (NP) FIXTURES(TYP) TO Ist FLOOR DATUM EL. +0'-O" SOUTH ELEVATION *O.H. ETAL ROOFING(TYP) S N S N 1:2 L2 2 HEATHER VANE (TYP12D INM X4F WINDOW 122 NEST ELEVATION AS SELECTEDIN METAL FRAMELj (TYP. ALL SIDES) METAL 5TANDING SEAM ROOFING (TYP)D1 TO PLATE EL.*12-0' in h 4 METAL LEADER5 t TO Ist FLOOR � GUTTERS(TYP) DATUM EL.+0'-O' METAL 51DING(TYP) C11-O" X q'-O" HIGH METAL ROLL UP DOORS HALL PACK LIGHT (TYPJ FIXTURES(TYP) NORTH ELEVATION -011 sOo-o• N S 2 Q1 6/10/2020 FINAL COORDINATION R E V 1 5 1 0 N 5 LED HALL METAL 510ING(TYP) PACK LIGHTING THESE PLANS ARE AN IN5TR HW OF SERVICE AND ARE THE FIXTURE (TYP) 4 12 2 PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PR05ECMD. CONTRACTOR SHALL VERIFY ALL FIELD CO VITION5 AND TO PLATE DIMENSIONS AND 5HALL BE RESPONSIBLE FOR FIELD FIT EL. +12'-0" AND QJANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. CN 4 Q _ TO Ist FLOOR DATUM EL. +0'-0° Unit 2 Go Mini Storage 11900 Oregon Road Cutchogue , NY 4 EAST ELEVATION PHASE 5 building 5 $ 6 10/25/201q � FIRST FLOOD FLAN RECEIVED DATE Ain I A-I E3UILDING 5 4 6 3/32" = I'-O" JUN 2 3 2020 A5 NOTED p Southold Town 5 G A L E I OF 8 Planning Board DRAM BY GHEGGED BY DD DAA ® a ® ® DiGiovanni & Associates Architects 26 preston avenue �h � LAND NIP OF_EA M. 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(57.3) 1 OQ PROP. P05T 4 RAIL FENCE OA oA OA OA OA OA. ODI OA1 OA1 OA OA A OA OAI ODI OAZ OAb 0.1 O 1 0. WI '� q,(OOO S.F./// 015 OS ZZ �IZ,000 S.F./ AL- O O. O OAFS AI OA O 101, OA ��� , x x x x x x z x x x x oQ %i(\�`' � oA oA OD OD OD OD oD OD oD o0o 0.01 042 Oob oob oDb o 0.16 os /(DRY BUILDING) .13 0.1 $ (DRY BUILDING) \\ oQ 0� / 0.1 Ob O.I5 .1 ODb O 0.01 OA OA \ Q O oQ PROPOSED GROUND SIGN W/RAB LIGHTING orb sb \ Q o �Q T I� OA OAI OA4 OAb I t, MODEL GNILED13Y5AGIIB GOOSENECK on o.ls o�oD2 o I oA o oA QfIJ' oQ �2� FIXTURE (GI) - 13W, 5000K with II" ANGLED I WI \ oQ v SHADE. FULL-GUT OFF FIXTURE MOUNTED TO AI oA4 opb oJb o 0 o.w o o J9 0 0 0 oJ9 0 o Z9 J9 I D 5 .45 39 039 0 34 of 039 39 0 3, 0.304 39 0 34 039 39 0.1 OZb D s 3D 1.94 o.n OD& OD6 0.04- OM ODI OD /Q N 510N FACE OF SIGN NOT TO EXCEED 5fc \� U4r �2 O \ 0.02 0.04 .2 2 W1 0. Z( ) - S OF OPERATION DUSK T . . '0 O O 2 A A I 0 0 ZD A WI 3 0.15 0.05 0.06 O01 OD .01 OD 0 2 10:00 PM (TYPICAL - SEE ELEVAT Ab OOb OQ OAb 0.00, J3 .13 31 5A O 5 . 0 4 ..O W1 WI A I o 9,04 Q oQ ANAREAPE 0 0.15 0.1b200.00' 2 of .200.00' \\0 I\� OAb 0.06 094, 0 OA OA/�Q 0 .9 .98 0 0.15 O.� Z 1 OAb OOAZ AI OA Q Ja; PO05 SED I STY �\ W o aA O PROPAGE BUIL. Y PROAGE BIJI s+ 2 �o b o. oAb �0�4\ 1� oA oA /0 0 PROP, SCREEN PLANTINGS ,.� o \� \` E 3 (BI WI 33 0$ o.n fICSE 3 (Bld*P1 o w A WI O F.F. EL. (57.3) A ss oB o.n F.F. EL. (5'T.3) WI \0D4 0 1 OD o oQ 233.52' OA 01 OA 0.0 OA OA OA O.O OA OA O O OA OA OA OD o.0 OA OA OA OA Z p `D /12,000 S.F. /)2,000 S.F. 1.9 O b ppb 07 .19 O �ODb O ODI OA o S.F.'- BLOCK RET.WALL oO1 °B IS (DRY BUILDING) 03 o.ls (DRY BUILDING) \ \ Q COW-RETE p A0111 OO.IS OZS NC0.16 .15 0. OJb 0.06\004 0 I OA OA/�Q (� POTATO BARN I 1\ WIx �p c- p p bAb 12 3 S SA W 15 .99 .44 S SA jnj l 5 .99 .44 g 5A W 15 .99 .44 S 5,0 W 15 O$5 I OA OJb 1.1 5 W 15A Z 0.4 0$ 5 W I A Z 0.44 087 5 W I D ZA O. OB 5 W I .O .ZA O OAb OAb OD4 0 OA OA �Q LAND NIP OF WJF FARMS LLC \ /Q � o IODO-08°�-O�'005? - p I 0 a0A4 OAb IZ 5 35 ZA 35 2A $5 39 55 ZA $5 39 55 .ZA 0.15 O.n Ab O 0J7 0.15 .0 23 5 0.4 OS A 5 O 0.4 05 A 23 5 0.4 Og 5 5 OZ O OAb OA4 O0b1\OA OA OA (COMMERCIAL SITE) # 0 oQ p \ ( OM OA4 O O.Ib 033 O 0Sb O 033 O 056 O 33 O 036 O 33 O 0.45 .9 0.1 0.0bI ODb Of Om 3b I I OZS 38 O I 015 36 O t�.l OZ5 38 O 015 Ab 0,06 O,0\Ob' A OD / AN I L DEED 5PAG oQ OA Q O 560.5q OA OA Z OA2 OA2 OA2 OA2 OA2 OA2 ODZ OA2 0:02 0,02 0.02 OA OD2 OD2 OM OM C-01 ODI OD2 0.02 0.02 A2 OM 0,02 002 002 0.02 002 OM 0.02 0.02 OM 0.02 0.02 0.02 0.02 O 2 OD2 0.02 0.02 OD OA OA 0.0 OD ' &RAVEL DRIVE PROPOSED LIGHTING LEVELS (in FOOTCANDLES - TYP) RAB LIGHTING LED MODEL WPLEDIBY 5000K WALL PACK LIGHTING FIXTURE (WI) MOUNTED 15'-0" ABOVE GRADE - HOURS OF OPERATION DUSK TIL 10:00 PM SITE L i OHT I NO PLAN (TYPICAL - SEE ELEVATIONS) I 6/10/2020 PER TOWN COMMENTS A-I I" = 32' 3/10/2020 PER TOWN COMMENTS GALGULATION SUMMARY REVISION S THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE LABEL GALG. TYPE UNITS AVERAGE MAXIMUM MINIMUM PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PARKING LOT ILLUMINANCE FG 2.5 5.0 .01 PR05E0UTTD. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIKN51M AND SHALL BE RE5PON51BLE FOR FIELD FIT GROUND SIGN ILLUMINANCE FG 1.41 1.51 1.32 AND OJMTITY OF WORK NO ALLOWANCE SHALL BE MADE Dimensions ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE6LECT ON HIS PART. LUMINAIRE SCHEDULE Suesce Mount s Conigum inn TYPE GUANITY LABEL ARRANGEMENT TOTAL LAMP LUMENS WATTS ATTS LLD LOD DESCRIPTION MOUNT HEIGHT Unit 2 Go s, WPLEDIBY 48 WI 51NGLE 2,461 20.10 16 .16 RAB WPLEDIBY 3,000K WALL 15'-0" wit Mini Storage _T g LGOOSE-I I GI SINGLE 344 15.68 �6 .76 RAB 6NILEDI3YSAGIIB-3,000K GROUND 4'-0" �It7a b5J,.,.l. 115 i r, 7. TOTAL LUMENS = 1.21,020 (ALLOWABLE = 25,000/ACRE 51 ACRES x.25,000 = 142,500) 121,020 < 142,500 11900 Oregon Road st1 ItS23tj �.•.;�. � RAB WPLEDIBY FIXTURE � ARE FULL GUT OFF TYPE FIXTURES ARE IDA "DARK SKY" APPROVED FIXTURE Cutchogue , NY natal# RAB H5LED13YA FIXTURE i ALL FIXTURES ARE ON TIMER TO BE OPERATIONAL FROM DUSK TILL 10:00 PM 11sd4? ..Gaj n ,e,7 SITE LIGHTING PLAN NALL PAC< LIGHT DETAIL 3 GROUND SIGN LIGHT DETAIL A I NTS ?'-I NTS l/31/ZOIq A. RECEIVED DATE JUN 2 3 2020 A5 NOTED Southold Town $ OF 8 Planning Board S C A L E CRAM BY JV8 CHECKED BY DD G 15'-00 (FIRE GATES) _ _ SEE PLAN FOR F.F. EL. 66.3 CLEANOUT FIN. GRA6E EL. 64.2 SANITARY CALCULATIONS 16'-0" (ENTRY GATES) CASROPG APPROPRIATE EL. DOUBLE SWING GATE 4" CONCRETE COVER 64.7 DESIGN FLOW J s'T FINAL GRADE WHERE APPLICABLE AREA OF SITE = 5.7199 ACRES �\ N `���\���\�� ARTICLE 6 ZONE DESIGNATION = IV H.T. \ ALLOWABLE FLOW PER ACRE = 600 G.P.D. CONCRETE BRICK WITH TOTAL ALLOWABLE DENSITY = 5.7199 AC'S x 600 G.P.D. = 3432 G.P.D. ROP MORTAR & 1/2 P.C. MORTAR IN. 1�4" 1' �IN PROPOSED DENSITY pFzEC'pN #5 BARS 0 6" EACH WAY 4" iv 1/87/1, (1) SINGLE FAMILY DWELLING = 300 G.P.D. C' C.I. L 4„ 797 S.F. NON-MEDICAL OFFICE 0 0.06 G.P.D./S.F. = 47.8 G.P.D. p PIPE 63.3 EL' EL EL. 62.4 23,760 S.F. STORAGE WAREHOUSE 00.04 G.P.D./S.F.= 950.4 G.P.D. "rS 6" PVC ROOF DRAIN 62.6 EL. PROPOSED DENSITY 12" ADillirrrr.- ,K SEE PLAN & STRUCTURE 2' 12' MIN. 62'1 61.9 0 ❑ 45,600 S.F. MINI STORAGE -COVENANT NO FLOW N-A SCHEDULE FOR MORE INFO. MIN. TOTAL PROPOSED ~J O 3,432 G.P.D. ALLOWABLE >1 298.2 G.P.D. PROPOSED w v I 3'-0" WIDE SAND & GRAVEL : COLLAR ALL AROUND SEPTIC TANK SYSTEM No.!"A" SINGLE FAMILY DWELLING ONLY �z FINAL®1- `DRAIN GRADE R=1" DESIGN FLOW w¢ ®®� RING I O 3 BEDROOM HOUSE 1895 S.F. = 300 G.P.D. �o I BASEMENT STORAGE & MECHANICAL = 987 S.F. ui :: : ®®®®®� 4» ADJACENT LEACHING POOL REQ. CAP. = 300 G.P.D. x 2 DAY FLOW = 600 G.P.D. ® PAVEMENT BACKFILLIWITH COARSE SAND & GRAVEL PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL•. CAP. GATE STDP ®®®®®®� LEACHING POOL GROUNDWATER EL. 5'f1� REQ. SIDE WALL = 300 G.P.D. - 1.5 G.P.D./S.F. = 200 S.F. LJ CHAIN LINK FENCE GATE GROUNDWATER N SD®I®®®®®: 7SANITARY 1�R055 SECTION SYST. '� 19 EFFECTIVE DEPTH REQUIRED 200 S.F. = 25 S.F./V.F. = 8 V.F. / A USE 1-8 DIA. 12 V.F. EFFECTIVE DEPTH A y ROLLED ASPH. CURB DETAIL " T S SYSTEM No. "B" NON-MEDICAL OFFICE, STORAGE WAREHOUSEWIDTH OF PAVEMENTCLEANOUT DESIGN FLOW 01 EL. FIN. GRADE EL. 60.4 NON-MEDICAL OFFICE SPACE = 797 S.F. x 0.06 G/S.F. = 47.8 G.P.D. �'�' F.F. EL. 00.9 60 8STORAGE WAREHOUSE 23,760 SEXPANSION JOINT DRYWELL �� / x SEPTIC TANK TOTAL REQ. CAP. = 998.2 G.P.D. HEAVY DUTY CAST ` ' ' \' '\\'\\'\\\ \'� N��\�\\�\ REQ. CAP. = 998.2 G.P.D. x 2 DAY FLOW = 1996.4 G.P.D. CONTRACTION IRON FRAME & LOING H.T.w OPROVIDE 1-10' DIA. 4' LIQUID DEPTH = 2000 GAL. CAP. a d JOINT HEAVY DUTY COVER TO GRADE IN. 1�4" , LEACHING POOL H2O TRAFFIC RATED 1 MIN. - & LOCKING 4" _ 1 8„ 1, REQ. SIDE WALL = 998.2 G.P.D. _ 1.5 G.P.D./S.F. = 665.5 S.F. Q C.I. COVER 1' MIN. C I N EFFECTIVE DEPTH REQUIRED 665.5 S.F. - 25 S.F. V.F. = 26.6 V.F. p� o EXPANSION FINISHED GRADE L• / = I EXPANSION FINISHED GRADE TO GRADE 2'-6" MAX. PIPE 58.7 I EL• 4 EL. 58.0 USE 2-8 DIA. 14 V.F. EFFECTIVE DEPTH �Q JOINT JOINT n �, y X '� '� ' 58.4 EL. EL. O d RA20 TED FFIC ENTIRE POOL TO BE IN 2' 12' MIN. 57.9 57 00 H20O ❑ SOC EXPANSION MIN. WIPTH 24' 24" - -2a" iv 20" CLEAN SAND AND GRAVEL MIN. _L WITH A 3' MINIMUM COLLAR ❑ O ❑ LF.F`pc� JOINT INLET PIPE MIN. WIDTH 30' 4" SDR 35 PVC LIQ UID LEVEL`,n SLOPE 1/4" PER FT. 4" OUTLET PIPE SEPTIC TANK A► � N I 1/8MPERSLOPE FOOT � SOLID \ MINIMUM SLOPE O PLAN INV. INv. DOME (St.7s) ;o I � (st.2s) � 1/8" PER FOOT `t 6" REINFORCED I 18�� o M EXPANSION JOINTS CONCRETE APRON DROP TEE I o x INLET NOTE: :I O W/ 6"x6" 6/6 NWM I Q = ®� PIPE TO BE P 1 1/2" I a OL INV. ®t- SDR 35 LEACHING POOL EL. 44.0 �p L- x N o (sos3) ®®� BACKFILL WITH COARSE SAND & GRAVEL � ' toLd LO >` �O 3'=0. GROUNDWATER EL. 5'± \ x -A- 12" PAVED 8. -(SYSTEM A) w MIN, ': mmmrnr. MIR. SANITARY CROSS SECTION SYST. "B"� � �� SCA 4'-0" DRIVEWAY to'-o"(SYSTEM B) ®®®®®L SECTION A-A SEPTIC TANK DETAIL w ®®®®®®Ir N.T.S. o _ I _ GO O % M x x co r• � I C, a CONCRETE APRON DETAIL ®®®®®®®®� - - - - - -' - = tq 00 ®®®®®®®®� . I01 X LANE 110 -1-1/2" 1-1/2"' ASPHALT o'' C� - - 3' MINIMUM $'-o" DIA. (TYP,)' ::1 :. .I: �o TO GROU D WATER (V 4 A 4' x 4 c c "BINDER .COURSE° .4 c 4 4 . Q \ �+ o II 4 4 0 --' ` SANITARY LEACHING POOL ` \ \ \ °' x LAND N/F OF NORTH FORK RECYCLING INC. `/ \ °� /h� \ � x - 1000-083-03-004.7 \ LAND NI OF JEANNE M. GRACE I \ = - - - - - - - - -.- - - - - ADJACENT GRADES Sem \t NYS DOT BASE COURSE \�"� \ \ x-6p� 2 BE VERIFIED x \ 1000-083-03-004�,i �" \ r (COMMERCIAL SITE) \ cn (COMMERCIAL SITE-WELL WATER / I n; \ o VE ED tN FIELD / o / a a �, oz ciw cSw \ PROP. WATER SERVICE N o ` - L / �- - - - - - -- r Z o 1? . r n ° 337.86' r k PROP. 6' FENCE �FG~Z�I YJO�x G ° fi2- -- w // 473.1 9 w 0 6' CHAIN LINK FENCE Z i STABILIZED, COMPACTED SOIL v; ^� \ �° S 47 01 00 EX- w TW 62.0 N _ �- Z TYPICAL SECTION-ASPHALT PAVEMENT ¢ 3 �� t - - - x - - - - - 57 2) D.W. EL. P(57 2) W 7'2 x o ' A u.2 �' ., �' (� W W W N - - P 57.2 - - - - - ROP WALL P(57.`�) x P(57.2� _ P(57.2) `° ^�x x--^° x P(57.2) (- ) D.W. EL -szP - _ - _ - - - - - - - D.W. EL. / v1 -11- - 3 \ 6' PVC FENCE � Fes` 56.9 ` - - ' - x NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS \ N a' CHAIN LINK FNC. 1 f� ( ) (56.9) x �o / x h' fcl�) cio x x x x - � D.W. EL.x w 4 i w � �ATE o U' / / SYSTEM N% o. 3 x SYS=TEM o. 4 / / N w /• �/•x1 SYSTEM No. 5 P(57 )- SYSTEM Ne. 6 /• / '� . - - -s6- �L:F E STING EXP. 1( d w ` w • 1 D.W. EL. (56.7) �P(57I0) D.SEL. (56.7) •�1�1� 1(56.9) w I '� D.W. EL. (56.7) / i D.W. EL. (%.7) ��� // i.+ �x sANITARY c> � I D.W. EL. '° �,Q \ C�� J OVERHEAD 3 T0, 6E INGROUN PRO to I- w J (56.7) IQ i ' R / ' I N/ 3 SPACES \ \ O v x POOL • L.P. to w I �1 / P 57.2 3 WIRES REMOVED / Y a cn N P(57.2) P 57.2_ _ _ - -N x ( ) / x N EXISTING 30.6' or1c. TO BE Bp ? rn / 1 8.00 ,o a y I� - r rn / ' 198.00' x / a /�� WATER SERVICE LINKER REMOVED � PRP 1 • 1 , x ' JS - N p rn Q W w ❑ �+ L.F. d Z ` _ o o in to n w' ,n / ,ri 'n 2 (9 Ap o rn vi ' • O = I O 0 _ �60- - - - - - _ 1 0_ ' ° ' `O 0 \ BOJ �� V� STEPS E cr j o'``�a M PRO r O_ ��`O �' (SYST.3) /• - ' (SYST. 5) ' (SYST. 6) ' \ Q tom = R.O. 'Nw / / + ( ) (SYST. 4) / i Lj -/ - - - po �J�toJ= E PRO • WD. PROPO ED 1 STY. l` PROPOJED L�sTY 2�0• oak��tn I S.T. TORAGE WAR HOUSE BUILDING SYSTEM No. 7 STORAGE�N HOUSE BUILDING / / D.w. EL. �h a �, �m r- TO BE / 1 c- ' / _ PH SE 1_ _ - - -� 3' o - _ PH Z / EM9VE6 CONVERT - - - - - - - - - D.W. EL. 5 7 - - - _ 2 _ .� s' 1s o' c<rfE 4XC.LF. / TO OFFICE ��-� to F�F EL. (57.3) (SLAB) � ' �� _ - ' r c I / � /• 1 A °D SLATE ONC. ALK ROP 10'MIN. SPAC / F.�E11 57.3 S.F. LAB ' I-/ N G BRICK ,.4 \ -I bob SYSTEM -go. 2 11,880 S.F. ' 11,880 - _ L x ov s' 1 STORY D.W. EL. 56.5 I (DRY BUILBING) ,� o O , , (0 o PATIO \ • • L.P. 'I FRAME (SYST. 8) (SYST-9) / (SYST. 13) ^ 6 N i / (SYST. 10) /(SYST. 11) (SYST. 24) x 2 R.O. n SYST ` J c0 f \\^ ( ) (DRY BUILDING) I N Lo �) Q 0' 6.6 o a GARAGE - - ' \PROP. �^p� M �'o �S.T// ' G.F EL. 60.9 797 S.F. ci57.2 `� N ( ' ' I E / ' I /' SYSTEM No. 24- m O r• 01 r i r 39.0' / / O a � V a co t.U a a Z (SLAB) / (5 .2) �/ D.W. EL. % D.W. EL. (55.6) PROP SIGN - - °'z° / \ 5 30.3' 1- � P(57 Y P(57.2) ` •h�O co, 1 21.6' ^w_ x �' D.W. EL. SYSTEM No. 9 / /24 S.F. MAX. . - - _ Rid 2 64_ - PER SIDE N x / PROP. G TE /m w mx (56.9) Q` I (56,9) / SYSTEM No. 11 D.W. EL. Q` VCO - D.W. EL. 56.7 15 MAX. HEIGhIT coNG m r.� ( ) �/ • 1 • • 1 P(57 0)D.W. EL. (56.7) • (56.9)/-/• w �D _ PROP/. WALK / x w / ! / D.W. L. / SYSTEM No. 12 N / / // / 1 n, 0' �• 0:5 x �� • 1 P(5�'0) • • 1(56.9 D.W. EL. (56.7) o I -P(6 5) / - .�`/ / / `� / �� SXss EM No. 10 � \ Q is N - - -- t'r SYSTEM No. 8 -b.W. EL. 56.7 0' ti \ / _ - - �_ Q�, D.W. EL. (56.7) I _ 'Q Q`J/' / / ) �/' '� 3 SPACES - J /e \ i 9, `� `� ® x - 0 � � P 5D.2� _ � N � � P(5712) P 57.8 RIDGEn N 160 00 N / 201.00' r/ F _-7 RIDGE �O ,1 p P(62.5) // 11 SPACES N PROP. P(59. ) 5 i 1� 156 ,rn� �v LINE �� O �O O ,0 i as KEYPAD m >O A m (SYST. 8) �' (SYST. 9) O- d (SYST. 12) (SYST. 10) (SYST. 11) // I / V Osr �V Q t Q 1 O i ASPHALT DRIVEWAY � SYST�M'N- x �_ m ' ' 2 C' 2 `>' / m _ _ , PROPO ED 1 STY. PROPOSED 1 ST / \ N ro o v �. ti / �� ' / D. EL. (��3) P 57.2 - - - 1 D`W EL. O P MINI STOR GE BUILDING / MINI STORAGE BUIL ANG ( 2 Qz �� / PROP ASPH. CUR 6.6 ® )PROP. E • o/ J J p� <� Q _ - o _Pt SE 2 l`j b PHASE 2 O ` 60' / x KEYPAD _ -TF.-EL.EL. (57.3T7SLAB) _ , F.F. EL. (57,3}-(�L7�B� 1 / v0 V y' S DECORATIVE WALL & FNC. • -- 'E ilENCE 9,600 S.F. I ((56.7) 12;600 S.F. 0�� 0���' �\✓ �O a (srsr. 14) I (DRY BUILDING) (SYST (SYST. 3) (srsr. 1s) I� kD'�Y BUILDING) (srsr. 17) I (SYST. zs) 00/ C� J E co E E E / E PROP• m ,54, N E i �` x // / + /• 1 x54.7 N x� Ek � ' � N L \ Q SYSTEM No 25 O V v 35.0' 52,.8a 0. D.W. EL. (55-.6-)-f o,-� / D.W. EL.k • SYSTEM No. 13 P(57.2) ISYST,No.15 7 2) P(57.2) Z.W. EL. P(57I2 �' D.W. EL. 2) �` 24) �P (56.6) j' D.W. EL. (56.4) - D.W.EL.(5 �tl R/ (56.7) (56.7) V o w / SYSTEM No. 23 N N a x / D.W. ~1 D.W. EL. r� 1 / 1 1YAR 0 Q v .. rn 's 1 V a a� � s`� x // / c� I47 v• • I��• /• • / �• • P 570 /• /• w h ^ / / I� (56.7) o D.W. EL. (56.7;) (/ �� ( I ) ` o \ / (56.7) �„ O / m SYST.No 14 a R SYSTEM No. 16 SYSTEM No. 17 R \ Sr D.W.EL.(56.9)I i �� I D.W. EL. (56.9) I D EL. 56.9 �. _ r / x RIDGE i P 7.2 157.2 �4 �. P 57.2 i P 5 P 57 2 ( ) 3 SPACES O eL0 _ l // � // N ,cV / 200.00' N \ yo$ / O' O / / N �� //�� I 200.00 I a I I �� o Q �+ / �p� I HEREBY CERTIFY THAT THE WATER SUPPLY(S) 00 \ / / (SYST. 13) (SYST. 14) (sysr. 1s) (SYST. 23) (SYST. 16) (SYST. 17) R/�F�/ �'� p ��o / / ARD/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS - '� / �� v � ' (PROPOSED 1 STY. AND I _ _ - - - - _ -5z' I PROPOSED 1 ST / NF \ v PROJECT WERE DESIGNED BY ME OR UNDER MY .�� / \ =M / ' I MINI STORAGE BUILDING _ / ! MINI STORAGE BUILLIS ?�t0\ � THOROUGH SBUDYDOFPTOHE SOIN A LRSFTELAND � \ d I / 00 PHASE - •j o '� PHASE o / GROUNDWATER CONDITIONS, ALL LOTS, AS - �• C QO•�/ / PROPOSED CONFORM TO THE SUFFOLK COUNTY h z SYSTEM No. 22 -F.F �L�57.3) (SLAB) �o F.F. EL. 7.3 SLAB x I / Q CO o3N N 4 .03r Orr 233.52' PROP. 6' FENCE do D.W. EL (56.7) - - (y D.W. EL. 12,0 0 S.F. U x DEPARTMENT OF HEALTH SERVICES CONSTRUCTION moo 12, 00 S.F. ((56.7) ? STANDARDS IN EFFECT AS OF THIS DATE. / z / 1 / ' (DRY �UILDING) � (DRY BUILDING) � / BLOCK RET. WALL •/ (SYST.18) ' (SYST. 8) x (SYST. 19) N N tp (SYST. 20) I (SYST. 21) ^ \ \ t� o� 00 Y / E 1 N / i� 3/17/2020 `ry a / IN. / �' v / SIGNED THOMAS J. BECKMAN, P.E. hid J I CONCRETE / � O / n 35.0' CL / �7 I POTATO BARN O I- a P 57 2 P 57.2 N r / // CONSULTING ENGINEER h / / ` I� 1'7 + D.W. EL. D.W. EL. M D.W. EL. �y�/ o / / 1814 MIDDLE COUNTRY ROAD N / \ � -- LAND N/F OF WJF FAR�S LLC ;n 1O // R �! \ _ (56.9) R (156.9) I x (56.9) x �" / / SUITE D ham' l 1000-083-03-005.2 17 n / 4"� / Y /1 I I y ^ / '� x / -d ��Q' / RIDGE, N.Y. 11961 SYSTEM No. 20 SYSTEM No. 21 (COMMERCIAL SITE '�fi / N D.W. EL. • • SYSTEM No. 18 SYSTEM No. 19 • • • • • • \ `b / / ( ) \\ o / M (56.9 / /� `� ��y �1- - - - - � � - - - �. D.W. EL. (56.7) - J52- -D_W. DEPARTMENTAPPROVAL ) D.W. EL. (56.7) D.W. EL. (56.7) �- X1'6 SPACES SYSTEM No. 26/'� �••� \ Z I I I I I I I I I I I �'A I I /� I I I I D.W. EL. (55.2h 1 3\�. P(57.2) (57 2) P(57 2) P(57 2) ROP. ASPH. CURB P(57 2) P(57 2) - `-'l 56- NOTES• \ \ - - - - - - - - _ BW 52.2 -/ / ( ) / 1i000� ' i ' - BW(52.2) -o _ PROP. 6' FENCE ON WALL \ BW 52,5 j, - $W(54.0) o o z w ESTIMATE OF QUANTITIES a 1. MINI STORAGE BUILDINGS DO NOT CONTAIN �' �N-46�03r0�rr W � � GRAVEL DRIVE 560.89 POTABLE WATER OR .SANITARY FACILITIES. N 2. SOLAR PANELS TO BE INSTALLED AS COBBLESTONE CURBING NONE - CONCRETE CURBING NONE r PART OF PHASE 3 _ - - _ - / 3. ALL MINI STORAGE BUILDINGS ARE ON SLAB ASPHALT PAVING 110,795 S.F. WALKS NONE PARKING REQUIREMENTS LAND N/F OF F. MCBRIDE & SONS - - - - ' �, RECEIVED DRAINAGE CALCULATION S FENCING 2862 L.F. 1000-083-03-00 .1 DRYWELLS SEE DRAINAGE CALCS. OFFICE SPACE = 797 S.F. - 100 = (7.97) 8 SPACES (LANDSCAPING & CULTIVAT D FIELDS) SYSTEM No,No. 1 3'-4' CEDAR TREES 67 TREES DWELLING SPACE = 2 SPACES EL. 57,3 x JUN 1 2020 PAVT. AREA = 7104 S.F. x 100% x 2/12 = 1190 CU. FT. BY McDONALD GEOSCIENCE GRASS AREA = 10,000 S.F. x .2/12 x 15% = 250 CU. FT. MINI STORAGE SPACE = 69,600 S.F. _ 1000 = (69.6) 70 SPACES 7/8/2019 Southold Town TOTAL REQ. CAP. = 1440 CU. FT. PARKING SPACES REQUIRED= 80 SPACES BROWN Planning Board USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. TOTAL PARKING SPACES PROVIDED = 81 SPACES o SYSTEM No. 2 SYSTEM No. 13 LOAM(OL) PAVT. AREA = 8595 S.F. x 100% x 2/12 = 1432 CU. FT. PAVT. AREA = 8600 S.F. x 100% x 2/12 = 1433 CU. FT. SITE DATA BROWN o USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. ROOF AREA = 2490 S.F. x 2/12 x 100% = 415 CU. FT. SILT(ML) LEGEND PRELIMINARY SITE LAYOUT SYSTEM No.s 3.6,18,19.20 & 21• TOTAL REQ. CAP. = 1848 CU. FT. USE 2-10' DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. AREA OF SITE 246,159 S.F. PAVT. AREA = 3300 S.F. x 10O% x 2/12 = 550 CU. FT. PALE ROOF AREA = 3000 S.F. x 2/2 x 100% = 500 CU. FT. SYSTEM No.s 14 & 15 EXIST. FLOOR AREA OF BLDGS. (PHASE 1) 2,693 S.F. BROWN o PROPOSED HANDICAP PARKING STALL TOTAL REQ. CAP. = 1050 CU. FT. PAVT. AREA = 1856 S.F. x 100% x 2/2 = 309 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 1) 23,760 S.F. SILTY 4 - E OREGON WAREHOUSE STORAGE USE 1-10' DIA. 16 V.FT, = 1095 CU. FT. ACT. CAP. ROOF AREA = 3480 S.F. x 2/12 x 100% = 580 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 2) 21,600 S.F. SAND(SM) /• 1 PROPOSED DRY WELL SITUATED AT . TOTAL REQ. CAP. = 889 CU. FT. ` CUTCHOGUE SYSTEM No.s 4 & 5 FLOOR AREA OF PROP. BLDGS. (PHASE 3) 24,000 S.F. PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 CU. FT. USE 1-10 DIA. 14 V,FT. = 958 CU. FT. ACT. CAP. _ ROOF AREA = 2940 S.F. x 2/2 x 100% = 490 CU. FT. SYSTEM No, 22 TOTAL AREA OF BUILDINGS 72,293 S.F. N W- PROPOSED WATER SERVICE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOTAL REQ. CAP. = 1040 CU. FT. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 CU. FT. TOTAL EXISTING PERCENT OF LOT OCCUPANCY 1.09% USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. USE 1-10' DIA. 8 V.FT. = 547 CU. FT. ACT. CAP. TOTAL PROP. PERCENT OF LOT OCCUPANCY 29.37% PALE R - PROPOSED ROOF DRAIN LINES S.C.T.M. 1000-083-03-005.3 SYSTEM No. 7 SYSTEM No. 23 AREA OF LANDSCAPING 62,893 S.F. OR 25.55% BROWN E - PROPOSED ELECTRIC PREPARED BY: PREPARED FOR: PAVT. AREA = 3495 S.F. x 100% x 2/12 = 583 CU. FT. PAVT. AREA = 4530 S.F. x 100% x 2/12 = 755 CU. FT. AREA OF BUFFERS - FINE To USE 1-10' DIA. 9 V.FT. = 615 CU. FT. ACT. CAP. ROOF AREA = 2550 S.F. x 2/12 x 100% = 425 CU. FT. AREA OF WALKS 178 S.F. SAND(SP)MEDIUM o TW(103.0) PROPOSED TOP OF WALL ELEVATION KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC TOTAL REQ. CAP. = 1180 12 FT. ( ) W SURVEYING AND LAND PLANNING SYSTEM No.s 8.9.10.11.16 & 17 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. AREA OF PAVING 110,795 S.F. P(100.0) PROPOSED PAVEMENT ELEVATION OF NEVV P.O. BOX 946 PAVT. AREA = 2560 S.F. x 100% x 2/12 = 427 CU. FT. SYSTEM No.'s 24 & 25 SCHOOL DISTRICT MATTITUCK �� O CUTCHOGUE, N.Y. 11935 ROOF AREA = 4800 S.F. x 2/12 x 100% = 800 CU. FT. P �N H. 8F 1814 MIDDLE COUNTRY ROAD PAVT. AREA = 7070 S.F. x 100% x 2/12 = 1178 CU. FT. POSTAL DISTRICT CUTCHOGUE � '� TOTAL REQ. CAP. = 1227 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT, EXISTING TREES co �� A �� * SUITE D USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. WATER DISTRICT S.C.W.A. _' . v�L7 RIDGE, N.Y. 11961 TOTAL REQ. CAP. = 1388 CU. FT. W ,- _ Z SYSTEM No. 12 USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. FIRE DISTRICT CUTCHOGUE Y �. =�= �;� REv: PER IA5 3 3 2020 PROPOSED 3-4 CEDAR TREES REVISION S:REV PER SCDHS 3/17/2020B20-20156 PAVT. AREA = 4500 S.F. x 100% x 2/12 = 750 CU. FT. SYSTEM No. 26 TOTAL PARKING REQUIRED 81 r G SCALE: 1 =30 REV.919/2019 819-19853 REV.TFO 4 17/2020 B20-2015 DRAWN BY: KAK NO WATER ENCOUNTERED , REV.P R SCOHS 9/24/2019 REV.6 2/2 i2o REV.6/16/202 REV.PER SCDHS 10/9/2019 819-19$16 ROOF AREA = 2400 S.F. x 2/12 x 100% = 400 CU. FT. PAVT. AREA = 8700 S.F. x 100% x 2/12 = 145o CU. FT. TOTAL PARKING PROVIDED 81(SEE PARKING REQUIREMENTS) T� u -�� PROPOSED SIGNS 4 DATE: MAY 2019 REV.10/25/2019619-19936 TOTAL REQ. CAP. = 1150 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. EXISTING ZONING LI (GST fIOLE \ REV.10/29/2019 CHECKED BY: KHB USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1660 CU. FT. USE MINI STORAGE PROPOSED CAMERA ON POLE y F ��� SC USE 2-10' DIA. 13 V.FT. = 1779 CU. FT. ACT. CAP. O LANO S DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 1 OF 2 I G MAX. 6UVL"" M SHWOVEN WIRE ESPACNCE ING. 14 1/2 GAUGE, 10' MAX C. TO C. ST CONSTRUCTION NOTES FOR FABRICATED SILT FENCE Woven Wire Fcnco v s 36" MIN. FENCE POSTS. DRIVEN MIN. S2Ct10�VIEW um 14IR Gauge mlmax 6'Mesh 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO I R P� 16" INTO GROUND O V��. WOOD STAKES AS SPEC. (TYPICAL) FENCE POSTS WITH WIRE TIES OR STAPLES. m.N. + ON + + + + EG 10' HEIGHT FOR LARGE TREES 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN + + + + + OR . . . . .. .. . .. . . .. . .... . . .. . . . . . . 24" A 36"MinFrncePo3 : « + 6 H TREES . - -- - • • - -- - - -- - - -- .• - - -- - - . - - WITH TIES SPACED EVERY T TOP + +WIRE FENCE W ++++++++++,+ 00 ANDEVERGREENSMID SECTION. « + + + + IRE WITH STRAPS AS SPEC. 3. WHEN TWO SECTIONS of FILTER CLOTH ADJOIN + , + + + ++ + « + + +EACH OTHER THEY SHALL BE OVERLAPPED BY `+`+'«' '.` 3' MULCH AS SPEC.. .• .. '. • • . • SIX INCHES AND FOLDED. 6' HIGH AUCER �4. MAINTENANCE SHALL BE PERFORMED AS NEEDEDS0AND MATERIAL REMOVED WHEN BULGES DEVELOP Fabric S FINISHED GRADE ~ LJ . . . . . . . . . . . . . . . . . . . • - Min.6"in Ground (1J= IN THE SILT FENCE. a TOP OF BALL 'TO BE LEVEL 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, WITH SURR❑UNDING GRADE PERSPECTIVE VIEW OR APPROVED EQUAL. I I I (SEE SLOPE PLANTING DETAIL) I WHERE FENCING IS USED AROUND STOCKPILED FILL: �_ PLANTING S❑IL AS SPEC, 36" MIN. FENCE POST 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED Perspective View xavatedTopsoil 6' MIN. 6' MIN. WOVEN WIRE FENCE 14 1 2 GA. MIN., MAX. P / .0 TobePlantedorTatped COMPACTED SUBGRADE ( / ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. �1 -'t'-y �V 6" MESH SPACING} WITH FILTER CLOTH OVER �V .V �l/ .)/ 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) Woven Wire Fence I OR IT IS TO BE COVERED WITH A TARP. `V W `V� llls�� 6" MIN, 6' MIN. POSTS: STEEL EITHER "T" OR "U" TYPE OR 2" HARDWOOD Filter Fabric placed on inside, EVERGREEN TREE ° DECIDUOUS TREE facing top soil pile. C%4 NDISTURBED GROUND FENCE: WOVEN WIRE, 14 1/2 GA. FLOW 6" MAX MESH OPENING FILTER CLOTH: FILTER X. MIRAFI 100X. 3 PLANTING DETAIL °Fo .o- W W .v ' - Groundlevel EMBED FILTER CLOT Z STABILINKA T140N OR APPROVED EQUAL � p MIN. 6" INTO GROU PREFABRICATED UNIT. GEOFAB. ENVIROFENCE OR W Whoa' W W 4`�a1G W wW v rW WWW X92 APPROVED EQUAL, SECTION VIEW SILT FENCE DETAIL SILT FENCING AROUND STOCKPILED FILL Not to Scale Z - 5D' 70' MIN. � CONSTRUCTION SPECIFICATIONS EXISTING LATH AND AVEMENT FLAGGING O l STONE SIZE - USE 2" STONE, flR RECLAIMED OR RECYCLED CONCRETE 3' q� EQUIVALENT. y, SANDBAG 0 ON 3 SIDES LENGTH - NOT LESS THAN 50-FEET EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. MOUNTABLE BERM ��`\'. '\' 0 THICKNESS - NOT LESS THAN SIX (6) INCHES. (OPTIONAL) FILTER CLOTH BERM F SCF WIDTH - 24 FEET - PROFILE EXISTING r LATH AND FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING z GROUND �, FLAGGING OF STONE. > SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- b > A A SANDBAG `GF STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING n, i 0 °Q4 IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 10 MIL PLASTIC LINING WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC EXISTING •a 2"1v11N. \QOM' RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED AVEMENT N 0 KEY MAP ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. •;,•,• i i/ i �i O O M /\ \ WHEN WASHING IS REQUIRED IT-SHALL BE DONE ON AN AREA STABILIZED '.• WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING z / �\ BERM ` SCALE: 1 = 600' DEVICE. PLAN VIEW �\ \„�\„�\„�\��\,�\T�\,� 10 MIL PLASTIC LINING PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED o AFTER EACH RAIN. PLAN VIEW SECTION A-A COX LANE STABILIZED CONSTRUCTION ENTRANCE DETAILS BELOW GRADE CONCRETE WASHOUT AREA '7 LAND N F OF JEA NNE M. GRACE �X LAND N/F OF NORTH FORK RECYCLING INC. h 1000-08J-OJ-004.5 (COMMERCIAL WATER) II 1000 083 03 (COMMERCIAL SITE) ^" PROP. WATER SERVICE o o zo E M z L 337.86' S 46'24'50" E 473.19 0 6' CHAIN LINK FENCE U_o �h S 47'0100 E :51- _ _ _ _ W W W y 36" ' 'I\\' L 15"SPLIT \ �7 MAPLE U PINE h' N z x N W L4 \ \ d ro W Q li � Csl W 6, 3 LLJ � \ \ o� J OVERHEAD Yx 0- 3 SPACES \ o� 3 WIRES U EXISTING 30.6' O 17" 01 QW J\\ WATER SERVICE w PINE 198.00' 198.00' \ \ C1 Ap to C9 "cp \ AHI `O o BRICK , a Z o t. m x STEPS (6 00 o M d R.o. r7 °'rn w= O 24" 0 PROPOSED 1 STY. PROPOSED 1 STY. 20 \ o neo Cr STORAGE WAREHOUSE BUILDING STORAGE WAREHOUSE BUILDING �Q� En ��� 0_x PINE S GE / \ 20 IV 3 Q �� _ o PHASE 1 o PHASE 1 I � \ \ o ,6 0 16.0' F.F. EL. (57.3) (SLAB) (0 F.F. EL. (57.3) (SLAB) I / BRICK 00 1.4 SLATE 1 1,880 S.F. U 11,880 S.F. \ \ \ Nr PATIO DRY BUILDING 20 STEPS 16' (DRY BUILDING) �, o' R.O. M d CONVERT rn .0' 6.6 -W N TO OFFICE J \ \ ° o� SPACE \ Q� ao a�o�o I\\` � nri Z a PROP. GATE-1 30.3' 39.0 \ \ �� cV 21.s' w X PROPOSED w � .0, \ SILT FENCE PROP. WALK pc APL PINE x O O 14"SPu7 I 3 SPACES \ \ \ J Q � PINE 10"SPLIT O 3 PINE 9.0' ® x 160.00' 200.00' - F 7 A o 11 SPACES PROP. 4 \� \ ?�T Qp1 2� b KEYPAD o 'r o x�', PROPOSED 1 STY. PROPOSED 1 STY. \ o PROP ASPH. CURB 01 MINI STORAGE BUILDING MINI STORAGE BUILDING / \ X02 �Ooo� X24 g» ® PROP. b PHASE 2 o PHASE 2 ( \ \ 16' 16' MAPLE DOGWOOD x KEYPAD F.F. EL. (57.3) (SLAB) F.F. EL. (57.3) (SLAB) I / S! MAPLE CHERRY DECORATIVE WALL & FNC. f V J $ 9,600 S.F. 12,000 S.F. �2 oro o ` (DRY BUILDING) (DRY BUILDING) O \ r - CONCRETE \ I F 1 1 WASHOUT 35.0' LANDSCAPED L�- -IJ AREA / Q AREA . . / N N �o o o•, �, \ �� -0 OST O Q ,�/ SOIL STOCKPILE 3 SPACES - 7 \ \ QO AREA � 200.00' 200.00' \ •� Qy 0) � ` PROPOSED 1 STY. PROPOSED 1 STY. 41co PROP. SCREEN PLANTINGS I _j MINI STORAGE BUILDING MINI STORAGE BUILDING 24.0. \ o ry ry (off '�� \ PHASE 3 o PHASE 3 20 \ z F.F. EL. (57.3) (SLAB) �o F.F. EL. (57.3) (SLAB) I / o o N 4 '03' 0" o 00 233.52' PROP. 6' FENCE 0 'F 12,000 S.F. 12,000 S.F. I�/ \ \ 20 BLOCK RET. WALL z z (DRY BUILDING) (DRY BUILDING) \ \ °� Q it \� Y ro J CONCRETE 0 Z O 35.0' \ \ h �,7 POTATO BARN 1p w I•-" o I � \ N LAND N/F OF WJF FARMS LLC LO � \ yam' 1000-083-03-005.2 v� (COMMERCIAL SITE) d' W �_ W C i � \ / Z a M 16 SPACES � \ \ - - - - - - - - ` - - - - - - - - 61� - - - - - - - - - - - . � 4 z z^a PROP. 6' FENCE ON WALL o o z Uj n oo Omoo Ui N 4603'00" W GRAVEL DRIVE 560.89 PROPOSED SILT FENCE PROPOSED SILT FENCE LAND N/F OF F. McBRIDEj & SONS RECEIVED 1000-083-03-006.1 (LANDSCAPING & CUL77VATED FIELDS) JUN 19 2020 Southold Town Planning Board NOTES: LEGEND EROSION CONTROL AND PLANTING PLAN 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS OREGON WAREHOUSE STORAGE IS REQUIRED IN ALL LANDSCAPING. 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE EXISTING TREES WATER SOLUBLE NITROGEN IS NO MORE THAN 20% SITUATED AT OF THE TOTAL NITROGEN IN THE MIXTURE ARE PROPOSED 3-4' BLUE SPRUCE CUTCHOGUE PERMITTED; ` TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK PLANTING SCHEDULE 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SQUARE QUANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPER FEET IN ANY ONE APPLICATION IS REQUIRED, WITH A PROPOSED SHADE TREES 2 1/2 -3 CALIPER CUMULATIVE APPLICATION OF No MORE THAN 2 LBS. ``=.rtr'' S.C.T.M. 1000-083-03-005.3 28 '�' NORTHERN RED OAK QUERCUS RUBRA 2 1/2"-3" CALIPER PER 1000 SQUARE FEET PER YEAR; 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING PREPARED BY: PREPARED FOR: NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN w KENNETH H. BECKMAN. L.S. 11900 OREGON ROAD, LLC 3-4' HT. OF NE 123 BLUE SPRUCE PICEA PUNGENS PLANT 15' O.C. NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; ,�� TO 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER ,`P �H N gF 'Q SURVEYING AND LAND PLANNING P.O. BOX 946 2 FLOWERING DOGWOOD CORNUS FLORIDA 2 1/2"-3" CALIPER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR CO �� c�� 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE * [u? , r 7 * SUITE D 6 LOWBUSH BLUEBERRY VACCINIUM ANGUSTIFOLIUM 3 GAL. CONTAINER ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE ,Y PLANT 6' O.C. BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE r 7> (Y_ RIDGE, N.Y. 11961 PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, -- - . �- REVISIONS: NOTES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAPING E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE SCALE: 1 =30 REV.6/16/2020 DRAWN BY: KAK SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATED OR APPROVED EQUAL. MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH \ gg A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF DATE: MARCH 2020 CHECKED BY: KHB A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST A \1D INDICATES IT IS NECESSARY. DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 2 OF 2 i 15'-0" (FIRE GATES) SEE PLAN FOR G�6 16'-0" (ENTRY GATES) CAPP ASRINGRIAE DOUBLE SWING GATE 4" CONCRETE COVER F.F. EL. 66.3 FIN. GRA E EL. 64.2 S� wxxxxxFINAL GRADE WHERE APPLICABLE CLEANOUT EL. CONCRETE BRICK WITH 64.7 j ROPp MORTAR & 1/2 P.C. MORTAR \� r\� \ \ \ \\ \j � �\\�\ OREGON #5 BARS 0 6 EACH WAY r H.T. MIN. 1/4" 1, c��S 6" PVC ROOF DRAIN MIN. RA SEE PLAN & STRUCTURE C-1.2 4" 12" ADS SCHEDULE FOR MORE INFO. PIPE 63.3 EL' 4� EL. 62.4 I=-J I 62.6 EL' EL. w v W13' -0" WIDE SAND & GRAVEL 2' 12' MIN. 62'1 61.9 ❑ 0 ❑wLLAR ALL AROUND MIN. >Q I L \ STORM ®� `DRAIN I :• .. ' R=1" ❑ ❑ ❑ ❑ u-0 I I ®®L , RING I :•I FINAL GRADE SEPTIC TANK w :... I ®®®Ir ``I I .. ®®®®G I 1 ❑ ❑ ❑ ❑ 10, ' ®®®®®In 4„ GATE STOP I I I ®®®®®®® ADJACENT ®®®®®®®®� I PAVEMENT LEACHING POOL EL. 49.9 LJ Li CHAIN LINK FENCE GATE ®®®®®®®® GROUNDWATER t';_ S �E:DRAIN- GE'CALCS: BACKFILL WITH COARSE SAND & GRAVEL L SANITARY CALCULATIONS -�. . . GROUNDWATER EL. 5'±--, �Fo WI F PAVEMENT / ROLLED ASPH. CURB DETAIL "A99 � �� AAREDESIA OF SGN OI E = 5.7199 ACRESD ARTICLE ��� I EXPANSION JOINT DRYWELL SANITARY CROSS SECTION SYST. A ALLOWABLE FLOW ZONE DPER GACRE ON 600 G.P.D. 2� L` = HEAVY DUTY CAST N.T.S. TOTAL ALLOWABLE DENSITY = 5.7199 AC'S x 600 G.P.D. IRON FRAME & LOCKING PROPOSED DENSITY uj .I CONTRACTION COVER TO GRADE (1) SINGLE FAMILY DWELLING = 300 G.P.D. HEAVY DUTY CLEANOUT 0- JOINT H2O TRAFFIC RATED /� 797 S.F. NON-MEDICAL OFFICE 0 0.06 G.P.D./S.F. = 47.8 G.P.D. - & LOCKING EL. ,( FIN. GRAD EL. 60.4 23,760 S.F. ISTORAGE WAREHOUSE 00.04 G.P.D./S.F.= 950.4 G.P.D. F.F. EL. 60.9 r PROPOSED DENSITY \co EXPANSION C.I. COVER 1' MIN 60.8 EXPANSION FINISHED GRADE TO GRADE 2'-6" MAX. FINISHED GRADE JOINT JOINT \?�\ �� / in Q 45,600 S.F. 'MINI STORAGE -COVENANT NO FLOW OD X r\� r\ \i r\�\i\ \ `i\�\\�\ \i cel ENTIRE POOL TO BE IN H.T. r/ 3,432 G.P.D. ALLOWABLE > 1298.2 G.P.D. PROPOSED 0 H20ED FFIC TOTAL PROPOSED FLOW = 1298.2 G.P.D. BOO 20" CLEAN SAND AND GRAVEL MIN. EXPANSION MIN. WIDTH 24' 24" 24" N WITH A 3' MINIMUM COLLAR 1/4„ i' IN. \\ /LFF,p JOINT INLET PIPE o N 4" � w 1/8j' i' SYSTEM No.I "A" SINGLE FAMILY DWELLING ONLY OF MIN. WIDTH 30' 4" SDR 35 PVC LIQUID LEVEL cn C.I. 4" OUTLET PIPE EL. " EL. 58.0 DESIGN FLOW SLOPE 1/4" PER FT. a N I MINIMUM SLOPE PIPE 58.7 EL 3 BEDROOM'HOUSE 1895 S.F. = 300 G.P.D. 1 A 1/8" PER FOOT SOLID I I .4 57 BASEMENT STORAGE & MECHANICAL = 987 S.F. MINIMUM SLOPE EL. >k PLAN wv. � INV. � � DOME � 57.9 (51 76) ( (st 28) m 1/8' PER FOOT 2' 12 MIN. 57. ❑ 0 ❑ SEPTIC TANK - 6" REINFORCED 1 181 o g MIN. G' EXPANSION JOINTS :r ro DROP TEE I INLET NOTE: REQ. CAP. = 300 G.P.D. x 2 DAY FLOW = 600 G.P.D. M CONCRETE APRON o x I PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. Pp` / W/ 6"x6" 6/6 NWM o ®� PIPE TO BE ❑ ❑ ❑ ❑ LEACHING POOL Q� F L 1 1 2' J o (50.83) ® SDR 35 SEPTIC TANK REQ. SIDE WALL = 300 G.P.D. _ 1.5 G.P.D./S.F. = 200 S.F. 'n a _ r'. , :':' , �.; •:: '..:�' N w ®®�� EFFECTIVE DEPTH REQUIRED 200 S.F. = 25 S.F./V.F.,= 8 V.F. �\p KEY MAP > 3-0. ®®®� 3 -� ❑ ❑ 0 ❑ USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH t. a , ,; „ -y 12" PAVED $'-o"(SYSTEM A) w MIN. ®®®®� MIN. SYSTEM No.'' "B" NON-MEDICAL OFFICE, STORAGE WAREHOUSE SCALE: 1" = 600' 4'-D" 10'-O"(SYSTEM B) ®®®®® DRIVEWAY EL. 44.0 DESIGN FLOW SECTION A-A SEPTIC TANK DETAIL o 1 ®®®®®®� I LEACHING POOL / = ®®®®®®®� NON-MEDICAL OFFICE SPACE = 797 S.F. x 0.06 G S F - 47.8 G.P.D. CONCRETE APRON DETAIL I ®®®®®®®� _ STORAGE WAREHOUSE 23,760 S.F. x 0.04 G/S.F. = 950.4 G.P.D. ®®®®®®®®L BACKFILL WITH COARSE SAND & GRAVEL TOTAL REQ. CAP. = 998.2 G.P.D. SEPTIC TANK COX LANE GROUNDWATER EL. 5'f�� REQ. CAP. = 998.2 G.P.D. x 2 DAY FLOW = 1996.4 G.P.D. 1 �: D PROVIDE 1-10' DIA. 4' LIQUID DEPTH = 2000 GAL. CAP. 1-1/2" 1-1/2:" ASPHALT �"' - �_ - ---' 3' MINIMUM s-o' DIA• (TYP')�', SANITARY CROSS SECTION SYST. ��1��� LEACHING POOL �o TO GROU D WATER �`. f� REQ. SIDE WALL = 998.2 G.P.D. _ 1.5 G.P.D./S.F. = 665.5 S.F. N.T.S. EFFECTIVE DEPTH REQUIRED 665.5 S.F. - 25 S.F./V.F. = 26.6 V.F. °BINDER COURSE° o c oo: _� a� USE 2-8' DIA. 14 V.F. EFFECTIVE DEPTH 4 d a 4 oSANITARY LEACHING POOL d LAND N/F OF JEANNE M. GRACE r i / / LAND N/F 0000083 F03 004.7YCLlNG INC. \ \ W 1000-083-03-004.5 / ADJACENT GRADES / I (COMMERCIAL SITE) NYS DOT BASE COURSE \O� p (COMMERCIAL SITE-WELL WATER) / /62 2 BE VERIFIED IN FIELD. .-, ^" PROP. WATER SERVICE oN o , „ d , q , / z M w //�//�/�//�//�//�✓/�//�//�//�//�//�//�//�//�//� o �" - PROP. 6' FENCE S 46 24 50 E 473. I / w E d 6' CHAIN LINK FENCE Lt o STABILIZED, COMPACTED SOIL �h ' S 47 01 00 Ex- - 337.86 TW 62.0 N / T 7 z 3 (CAL SECTION-ASPHALT PAVEMENT �' Q W W W - - - _ - - ROP. WALL P(57.2) x - - - -P�57_2}_ - - - - - / P(57.2) 57 2) D.W. EL. P(57 2) // h �� �X x o0 X � P(57.2) P(57.2) / D.W. EL. -s - - - - - r! D.W. EL. co `11 - rf - - +l \� (56.9) rl - ` � - - - - - - - 7- NOTE: v 6' PVC FENCE s1 F �' - - - - - / / \ h NOTE: AS PER TOWN OF SOUTHOLD SPECIFICATIONS � 3 N 4' CHAIN LINK ENC. 1 3 (56.9) (56.9 / v rn co ci 4 Fx x x-_ _x L` -� D.W. EL. w ) -! / N ?^ SATE ° o ~ CA / / SYSEM No. 3 P 57 0 SYSTEM No. 4 / / w / / SYSTEM No. 5 P 57 o SYSTEM No. 6 / / w \ - - - PROP. • • 1 D.W. E ( I } ( ) • • (56. ) I • �� • 1 D.W. EL. (56.7) ( 1 ) D.W. Et- (56.7) • L� • 1 / w \ -ss- E�}STING 1 N. v 36), 3 -J a N EXP. . z I cw.1 D.W. EL. �` /� (56.7) D.W. EL. 56.7 / �� w ��/ - _ / / /� .Jx r SA ITARY U w Q �.. QOVIERHE o T0E1t,1BE INGROUN I- w J (56.7) .Q I �Q / / \ / o�� 3 WIRES D R-co�0 TOBE • L.P� to Z / Q N P(57.2) - P 57.2 - - - - - �`< P(57.2) ExlsnNc 3o.s' rn /• 1 3 LANDBANKED \ !� WATER SERVICE �UNKER REMOVE. r PR PP. � / r cV N / / / cV \ Q W w L. . a o_ ` / 1 8.00 / 198.00' // Ln BRICK ,0 a Z o m ,o r 0 - - - A V STEPS ,o o o M / PRO EL ��`� / / (SYST.3) II (SYST. 4) • / / (SYST. 5) (SYST. 6) PROPOSIED 1 STY. l PROPOID LS-T`r` - -/ - - -�a a row R.O. "� ? wNww E 40.8x41.6 + / / `/ / / 2Q - OQ- 4' vo ' er .u=i PRO • WD. DECK / / 0' � h Na wZ I S.T. TO BE / _ / / STORAGE WAR HOUSE BUILDING SYSTEM No. 7 STORAGE�D/A HOUSE BUILDING / =�D.W..g)EL. j {� ! EM9VE6 CONVERT l • a - - - - - - PH�SE 1 - - - D.W. EL. �56a)- o - - - - -�-G/ / P' '"'•SE v g' 16.0' GATE 4' C.L F. / / x TO OFFICE / / F( F EL. (57.3) ZSLAB� / - F.�EL�57 35 SLAB _ _ _ - I / a - A_ � BRICK ate•, 1.4 ONC. ALK ROP 110-MIN. SPAC 6� SYSTEM 'N'O. 2 11,880 S.F. ' / / , N U / ,yr SLATE � � 11 880 S.F.S 4F. � . �; ,? o S 1 6• ;� PATIO 1 L.P. 1 STORY JD-.W- EL. (56.5) / DRY BUEL IN I >< 20 . STEPSI (DRY BUILDING) I I ( ) "\F ., ,� in d • • n FRAME / SYST. 8 ^ ^ / (SYST. 10) (� ) (SYST. 24 '� SYST. 11 R.O. SYST � / �, ( ) / -(SYST'9) (SYST. 13) N � N / / ) �J�' ^ Q .0 6.6 s.s W \ ROP./ r N 797AGE S.F. o _ - ,, N E / - SYSTEM No. 24 O� ,n to '� x p T% G.F.EL. 60.9 / 57.2 1 / / x� �!� Mo �O 4 (6 1R nn d nQ 4 � Z (SLAB) / � � v gi � 0- 39.0' / � D.W. EL. (55. PROP SIGN - 21.6' �W / 30.3' / ~ Icn° -o a (5 2) / P(r57 Y P(57.2) -61) •hcO co' �a /24 S.F. MAX. ,,, _ x �, D.W. EL / f/ D.W. EL �/ SYSTEM No. 9 Q. r SYSTEM No. 11 D.W. EL. N x _ - _ / PROP. G TE CONC. /rn n mx (56.9) D.W. EL. 56.7 I 1/ (56.9) r 1 cb o PER SIDE ,D - 64- PROP/ WALK 'A w / ( / D.W. L. / D.W. EL (56.7) (56.9) / ci1 �0 \ Ri 15' MAX. HEIGh4T / m n, / /• SYSTEM No. 12 N • /• // P(57 0) /• /• !� \ 0' 10", 6 5 c _ � ( �j ) 56.9 D.W. EL. 56.7 0 Sys EM No. 10 ��.- � L h P(63.5) r� / / ` x - - - �*1 )r,/ \ / P 5r 0 •/L • ( / � / ( ) L / I / ,(- SYSTEM No. 8 / '6.W. EL. 56.7 \ _ / � .0. / o - �_ Q" D.W. EL. (56.7) I .p Q. / ( ) .p \ Q" /6� \ i / `� (� / ' - Ci P 50.2 _ r P 5712 3 LANDBANKED 3 Q �^� / 9. ® x ' ) RIDGE vin N 160 00' N N r r 20 .00' r; I/ - R/ - - _ \ O P 62.5) // 11 SPACES a PROP00� . P(59. P 57.8 �56� / / / �/ GE LIME \ tri c0 p<�p� KEYPAD m D o n rn y�Q O tQ Q Q ASPHALT DRIVEWAY/ 0 SYSTEM-No x� D � m � (SYST. 8) -PROPO ED 1 STY. (SYST. 9) � � T (SYST ta) PROPOSED 1 ST / / � ?^' �N (SYST. 12) i (SYST. 11) �. oy � �/ / / / o D. EL. (�g,3) w _ - - - - ` MINI STORAGE BUILDING / y / MINI STORAGE BUILANG _ _ / O�'6 `�� J0 O� % / PROP ASPH. CUR D. P(57.2) PROP. - - - ` o PH�SE 2 �� o PHASE 2 2�C 0' D. EL. O Q 55.9 \ 4� OQ O� bow / ,( 6.6�• `/ x ® KEYPAD / E --FT-F.-EL.EL. (57.3TTSLAB) I -F�.F. EL. (5 7-3 "'� x / ('� $ DECORATIVE WALL & FNC. D.W. EL. v� V 1 , , - INCE 9,600 S.F. , . � ' ((55.7) 12,0 0 S.F. L ` 1 o�o�jY �0 a / // , - ��GSR�C (SYST. 14) DRY BUILDING (SYsr.-j (SYST. 3) I (D1�Y BUILDING) I \ / [1 I ( ) _ I ^ (SYST. 16) (SYST. 17) (SYST. 25) E E E E E / E PROP' / m 154-' <`' N \ / ^O O ` <G/ / // / A. • " 54. N Ek I SYSTEM No 25\ O VP o°hO �c1' ` - - - - - // // /-���/ 35.0' s. / � D.W. EL. (556)-/ �-� P 57.2 D.W. EL. D.W. EL.� • SYSTEM No. 13 � � � ( ) SYST.No.15 7 2 P(57.2 P(57 2)� 2) �� � co' h e / / ) ) FI.W. EL. I \ h co Q <„} (56.6) j- D.W. EL. (56.4} _ _ t� ID.W.EL.(5 Rte/ R / 56.7 (56.7) Ci"� EL. ra I r \ ( ) Y QLIS' /'-y'-D.W.. w / SYSTEM No. 23 / / Vt )� w o �00. � �c� / ,� (56.7E . • � • � I�i � • � • 56.7 0 � • ( ) r • �---,� • P5710 ` • 1----` • N o D.W. EL. 56.71 o x \ / x / SYST.No`."1`14 0 - R SYSTEM No. 16 SYSTEM N0. 17 / '�' I/' D.W.EL. 56 9 i D.W. EL. 56.9 x � / / P 47.2 I R ( )I�( 2 R �P 57.2 i �\ I ( ) 1 D EL. (56.9) 3 LANDBANKED _56- - - / / / +G� / P 57. N P P 57 2 Q' 04 cV I\ / 200.00' CV o$ �� 200.00 I / r I I v ��� oo \ Q //fp� 1 HEREBY CERTIFY THAT THE WATER SUPPLY(S) Q ` / 1 �! (SYST. 13) (SYST. 14) (SYST. 15 / ) (SYST. 17) O F (/� / o_ ) \� (SYST. z3) (srsr. 1s OC h / AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS .� \ } r "j \ r / ` {J�W N / �-' ' / T J/ / (PROPOSED 1 STY. I' I - -5z� I PROPOSED 1 STt. L\F \Q�� Ci DIRECTION.JECT BASED RE DESIGNED UPON A CAREOFUL AND R MY .� ^7YF- MINI STORAGE BUILDING_ / MINI STORAGE BUILbING �4 �'�� / to \ o I • 0 �� / THOROUGH STUDY OF THE SOIL, SITE AND � / \ / o i / o - - - - - - .1__ PHASE �=- - - - - l / o - - - - - - . PHASE 3 ` _ _ - - - I O / GROUNDWATER CONDITIONS, ALL LOTS, AS z SYSTEM No. 22 - F.� EL. 57.3) (SLAB) �o F.F. EL� 7� (SL 200' / PROPOSED CONFORM TO THE SUFFOLK COUNTY e z sh a > » > ' D.W. EL. DEPARTMENT OF HEALTH SERVICES CONSTRUCTION e o -N N 4 03 0 233.52 PROP. 6 FENCE // oo C) D.W. EL. (56.7) - ` 11 UUO S.F. 12 000 S.F. v \ 2 i 3 m00 / �� /� i , a ((56 7) DRY UILDING •o' / / STANDARDS IN EFFECT AS OF THIS DATE. BLOCK RET. WALL z • / (DRY UILDING) ^ ^ e ( ) (SYST.18) (SYST. 8) -A (SYST. 19) N N `j� (SYST. 20) (SYST. 21) \ \ t�V/ d� �ry e00 / w N // E " \ \ / i� 1 3/17/2020 4� I CONCRETE / O o r- / a 35.0' SIGNED THOMAS J. BECKMAN, P.E. n7 POTATO BARN O O ►- / // CONSULTING ENGINEER 4 C I / 0 o_ P 57 2 P(57.2) N D.W. EL. '' \ / / ` \ j� �Q D.W. EL. D.W. EL R R,1/ 0 / / 1814 MIDDLE COUNTRY ROAD LAND N/F OF WJF FARA)S LLC U (fl t° // R i \ _ (56.9) R (56. ) I (56 SUITE D In 1000-083-03-005. M o / y 1 / Y /^� I I V ^ / l x / d �Q' / RIDGE, N.Y. 11961 COMMERCIAL SITE d' / N D.W. EL. • • SYSTEM No. 18 SYSTEM No. 19 • • �/ • • SYSTEM No. 20 SYSTEM No. 21 • • _ _ _ \ cb / ( ) \ a / r7 (56.9) ��/�` / D.W. EL. (56.7) ( D.W. EL. (56.7) 1�� / l / / D_W. E�(SB.Z} `'C�1- �-1- - - -M _ / ' \ ` h D.W. EL. (56.7) V / DEPARTMENT APPROVAL / \ Z �f'6 LANDBANKED SPACES - -152- SYSTEM No. 26/' 1 \ P(57.2) `` F(5712) P(5712) P(5712)1 'ROP. ASP . CURB P(5712)1 I P(57 D.W. EL (55.2h`� ca ss- \ m z - - - - - _ - - - _ ' _ -"'(52.2) PROP. 6' FENCE ON WALL I - /`/ / / BW(52.5) j, - BW(54.0) / 16- Z o r NOTES. �o�sd \ / BW 52.2 - - - - 'n - 1imoo 1. MINI STORAGE BUILDINGS DO NOT CONTAIN ESTIMATE OF QUANTITIES �' -N-46 03 00 W GRAVEL DRIVE 560.89 / POTABLE WATER OR SANITARY FACILITIES. COBBLESTONE CURBING NONE _ I / to o 2. SOLAR PANELS TO BE INSTALLED AS CONCRETE CURBING NONE PARKING REQUIREMENTS_ - PART OF PHASE 3 ASPHALT PAVING 110,795 S.F. 3. ALL MINI STORAGE BUILDINGS ARE ON SLAB WALKS NONE OFFICE SPACE = 797 S.F. = 100 = (7.97) 8 SPACES / DRAINAGE CALCULATIONS FENCING 2862 L.F. DWELLING SPACE = 2 SPACES LAND N/POPE. McBRIDEI & SONS - RECEIVE® 1000-083-03-006.1 �-- DRYWELLS SEE DRAINAGE CALCS. MINI STORAGE SPACE = 69,600 S.F. - 1000 = (69.6) 70 SPACES (LANDSCAPING & CULTIVAT D FIELDS) SYSTEM No. 1 3'-4' CEDAR TREES 67 TREES PARKING SPACES REQUIRED= 80 SPACES EL. 57.3 x MAR 2 7 2020 PAVT. AREA = 7104 S.F. x 1CO% x 2/12 = 1190 CU. FT. BY McDONALD GEOSCIENCE GRASS AREA = 10,000 S.F. x 2/12 x 15% = 250 CU. FT. LANDBANKED PARKING SPACES PROVIDED = 61 SPACES 7/8/2019 Sout o d Town TOTAL REQ. CAP. = 1440 CU. FT. PARKING SPACES PROVIDED = 20 SPACES BROWN Planning Board USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. TOTAL PARKING SPACES PROVIDED = 81 SPACES LOAM(OL) o SYSTEM No. 2 SYSTEM No. 13 PAVT. AREA = 8595 S.F. x 100% x 2/12 = 1432 CU. FT. PAVT. AREA = 8600 S.F. x 100% x 2/12 = 1433 CU. FT. BROWN o USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. ROOF AREA = 2490 S.F. x 2/12 x 100% = 415 CU. FT. SITE DATA SILT(ML) PRELIMINARY SITE LAYOUT TOTAL REQ. CAP. = 1848 CU. FT. LEGEND SYSTEM No.s 3.6.18.19.20 & 21 AREA OF SITE 246,159 S.F. - PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 'CU. FT. USE 2-10' DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. PALE ROOF AREA = 3000 S.F. x 2/12 x 100% = 500 CU. FT. SYSTEM No.s 14 & 15 EXIST. FLOOR AREA OF BLDGS. (PHASE 1) 2,693 S.F. / BROWN o PROPOSED HANDICAP PARKING STALL TOTAL REQ. CAP. = 1050 CU. FT. PAVT. AREA = 1856 S.F. x 100% x 2/12 = 309 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 1) 23,760 S.F. SILTY L OREGON WAREHOUSE STORAGE USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. ROOF AREA = 3480 S.F. x 2/12 x 100% = 580 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 2) 21,600 S.F. SAND(SM) /• 1 P�OPOSED DRY WELL SITUATED AT TOTAL REQ. CAP. = 889 CU. FT. CUTCHOGUE SYSTEM No.s 4 & 5 FLOOR AREA OF PROP. BLDGS. (PHASE 3) 24,000 S.F. •.. PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 CU. FT. USE 1-10 DIA. 14 V.FT. = 958 CU. FT. ACT. CAP. ROOF AREA = 2940 S.F. x 2/'12 x 100% = 490 CU. FT. SYSTEM No. 22 TOTAL AREA OF BUILDINGS 72,293 S.F. N W- PROPOSED WATER SERVICE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOTAL REQ. CAP. = 1040 CU. FT. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 CU. FT. TOTAL EXISTING PERCENT OF LOT OCCUPANCY 1.09% USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. USE 1-10' DIA, 8 V.FT. = 547 CU. FT. ACT. CAP. TOTAL PROP. PERCENT OF LOT OCCUPANCY 29.37% PALE R - PROPOSED ROOF DRAIN LINES S.C.T.M. 1000-083-03-005.3 SYSTEM No. 7 SYSTEM No. 23 AREA OF LANDSCAPING 62,893 S.F. OR 25.55% BROWN E - PROPOSED ELECTRIC PAVT. AREA = 4530 S.F. x 100% x 2 12 755 CU. FT. FINE TO 1 PREPARED BY: PREPARED FOR: PAVT. AREA = 3495 S.F. x 1CIo% x 2/12 = 583 CU. FT. / AREA OF BUFFERS - MEDIUM TW 103.0 PROPOSED TOP OF WALL ELEVATION KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC ROOF AREA = 2550 S.F. x 2/12 x 100% = 425 CU. FT. USE 1-10' DIA. 9 V.FT. = 615 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1180 CU. FT. AREA OF WALKS 178 S.F. SAND(SP) ( ) SYSTEM No.s 8.9.10.11.16 & 17 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. AREA OF PAVING 110,795 S.F. P(100.0) PROPOSED PAVEMENT ELEVATION SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2560 S.F. x 100% x 2/12 = 427 CU. FT. SYSTEM No.'s 24 & 25 SCHOOL DISTRICT MATTITUCK 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 ROOF AREA = 4800 S.F. x 2/12 x 100% = 800 CU. FT. PAVT. AREA = 7070 S.F. x 100% x 2/12 = 1178 CU. FT. POSTAL DISTRICT CUTCHOGUE TOTAL REQ. CAP. = 1227 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. EXISTING TREES F NEW y SUITE D USE 2-10' DIA. 9 V.FT. = 1222 CU. FT. ACT. CAP. WATER DISTRICT S.C.W.A. O RIDGE, N.Y. 11961 TOTAL REQ. CAP. = 1388 CU. FT. � � FIRE DISTRICT CUTCHOGUE \\` �� N B&C SYSTEM No. 12 USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. PROPOSED 3-4' CEDAR TREES Q- �� , Y2� , REV.SANITARY 1/28/2020 B20-20087 / NO WATER ENCOUNTERED REVISIONS 1REV.985 PER SCDHS 3/13/2020 PAVT. AREA = 4500 S.F. x 100% x 2/12 = 750 CU. FT. SYSTEM No. 26 TOTAL PARKING REQUIRED 81 w �, v SCALE: 1 =30 REV.9/,9/2019 919-19853 REV.PER SCDHS 3/17/2020 DRAWN BY: KAK ROOF AREA = 2400 S.F. x 2/12 x 100% = 400 CU. FT. PAVT. AREA = 8700 S.F. x 100% x 2/12 = 1450 CU. FT. TOTAL PARKING PROVIDED 81(SEE PARKING REQUIREMENTS) --o-� P OPOSED SIGNS `�� REV.PLR SCDHS 9/24/2019 ezo-zo15s ��, � ,- ,11 (� REV.PER SCDHS 10/9/2019 819-19918 TOTAL REQ. CAP. = 1150 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. - REV. 10/25/2019 819-19938 _ CHECKED BY: KHB EXISTING ZONING LI TEST HOLE � �,' � O DATE: MAY 2019 REV. 10 29/2019 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1660 CU. FT. P OPOSED CAMERA ON POLE ti � I } USE 2-10' DIA. 13 V.FT. = 1779 CU. FT. ACT. CAP. USE MINI STORAGE r _„ i i L ;;, DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 1 OF 2 I i MOVE 6"WI RE ESHENCESPA (MIN . 14 1/2 GAUGE,X. S�. 10' MAX C. TO C. CONSTRUCTION NOTES FOR FABRICATED SILT FENCE Woven Wire Fence O 36" MIN. FENCE POSTS, DRIVEN MIN. Section View ,,,,,,,.,R G,,,,who,,6.11,zl 16" INTO GROUND 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO I RpP Filter Fabric J WOOD STAKES A SPEC. (TYPICAL) FENCE POSTS WITH WIRE TIES OR STAPLES. A'M,, + « 10' HEIGHT F❑I� LARGE TREES pFtEGON .. . . .. . . . . 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN + + + + WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP 36"MinFmttPo3 Max Slope 3 ++++F«F+++` 6 HEIGHT F❑I� SMALL TREES «++«+'+'+`<` AND EV RGREENS CIO+ • MID SECTION. Flow + . + + IRE WITH ST APS AS SPEC. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN +*+*+'«++«*+�*+++ • • • • • • • • • • • • • .. .. .. .. . .• EACH OTHER THEY SHALL BE OVERLAPPED BY «+ ` ' ` ` '«+ I- 3' MULCH' AS SPEC, N F . . . .. .. . . . . . . . ... . .. . . . . + _ (lJ -- . SIX INCHES AND FOLDED IGH' SAUCER 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED w 6' H S o AND MATERIAL REMOVED WHEN BULGES DEVELOP FINISHED GRADE _ Embed Filter Fabric = Lv Nfin 6"in Ground IN THE SILT FENCE. Cu TOP OF BALL TO BE LEVEL 5. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, '" WITH SURR06NDING GRADE PERSPECTIVE VIEW OR APPROVED EQUAL. I (SEE SLOPE PLANTING DETAIL) II II WHERE FENCING IS USED AROUND STOCKPILED FILL: PLANTING SOIL AS SPEC, MIN. FENCE POST 6. FILTER CLOTH AND WOVEN FABRIC ARE TO BE PLACED Perspective View xavatedTopsoil 6' MIN, 6' MIN:--- 36" WOVEN WIRE FENCE 14 1 2 GA. AIN., MAX. P TobeplantedorTatped COMPACTED SUBGRADE ( / ON THE INTERIOR SIDE(TOPSOIL) OF THE FENCE. `� �v ] ___j 6" MESH SPACING) WITH FILTER CLOTH OVER 7. STORED TOP SOIL IS TO BE SEEDED WITH RYE GRASS (TYP.) Woven Wire Fence � q/ � �' OR IT IS TO BE COVERED WITH A TARP. / 1/ � � q/ LIS' MIN. 6' MIN, POSTS: STEEL EITHER T OR u EVERGREEN TREE ° DECIDUOUS TREE TYPE oR 2' HARDWOOD Filter Fabrcplaced on inside faring lop sod pile. NDISTURBED GROUND FENCE: WOVEN WIRE, 14 1/2 GA. FLOW 6" MAX MESH OPENING EMBED FILTER CLOT FILTER CLOTH: FILTER X. MIRAFI 100X. PLANTING DETAIL Z STABILINKA T140N OR APPROVED EQUAL W W�W W °°nalev`I �O MIN. 6" INTO GROUNDt r 6°t W W W s W W W I PREFABRICATED UNIT: GEOFAB. ENVIROFENCE OR �o W WWW W APPROVED EQUAL. 9'G F SECTION VIEW SILT FENCE DETAIL SILT FENCING AROUND STOCKPILED FILL Not to Scale Z 50' 10' MIN. Q V J CONSTRUCTION SPECIFICATIONS EXISTING LATH AND Qom p PAVEMENT io FLAGGING Oy!� STONE SIZE - USE 2" STONE, flR RECLAIMED OR RECYCLED CONCRETE 3' O O ON 3 SIDES P EQUIVALENT. ( SANDBAG 0 0 O 0 �O LENGTH - NOT LESS THAN 50-FEET EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. MOUNTABLE BERM ��L�F,S, (OPTIONAL) ILTER CLOTH BERM c THICKNESS - NOT LESS THAN SIX (6) INCHES. F WIDTH - 24 FEET - PROFILE LATH AND STING FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING Z GROUND V FLAGGING OF STONE. Ld A A SURFACE WATER - ALL SURFAISE WATER FLOWING OR DIVERTED TOWARD CON- o > SANDBAG �G STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING P IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 1 MIL PLASTIC LININGQo MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION :•'�\i�\��\i�\i�\ 4 WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC EXISTING •42".MIN. x\00 RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED AVEMENT N KEY MAP ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED, IT-SHALL BE DONE ON AN AREA STABILIZED O \ WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING z \ \I\ \ \ \ \//�\\ BERM SCALE: 1" = 600' PLAN VIEW \ .\ �\\r�\,\ DEVICE. 10 MIL PLASTIC LINING PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PLAN VIEW SECTION A-A f COX LANE STABILIZED CONSTRUCTION ENTRANCE DETAILS BELOW GRADE CONCRETE WASHOUT AREA h 3 ` I` h� LAND N/F OF JEANNE M. GRACE LAND N/F OF NORTH FORK RECYCLING INC. ��. 4.7 1000-083-03-004.5 1000-08RCIAL SITE) (COMMERCIAL SITE-WELL WATER) I (COMMERCIAL SITE) cn PROP. WATER SERVICE ' Z 0 6' CHAIN LINK FENCE z o S 47'01'00 E 337.86 S 46'24'50" E 473.19 _ _ _ 3 vh W W W - a A 36" W 15"SPLIT MAPLE C) PINE W \ oma. tO w L4 cL4 w \ 1 6), 3 0l 0 \ OVERHEAD \\` Yx C 3 LANDBANKED \ 3 WIRES U N EXISTING 30.6' O 17" O) r7 Q W WATER SERVICE w N PINE 198.00' 198.00' 3 �V� \\ �_ STEPS M f}J��JO ° dx PROPOSED 1 STY. I / o 2\ \ R.O. mow= 0 24" PROPOSED 1 STY. �c� 00. N STORAGE WAREHOUSE BUILDING STORAGE WAREHOUSE BUILDING v / PIE / 2 Z o PHASE 1 o PHASE 1 \ •6' 0 16.0 � F.F. EL. (57.3) (SLAB) (0 F.F. EL. (57.3) (SLAB) _�� \ o "0 14 SLATE 11,880 S.F. 11,880 S.F. U \ ai `0 ^ J� �Q STEPS ��' o PATIO CONVERT (DRY BUILDING) (DRY BUILDING) R.O. o"' 6.6 NO "TO OFFICE �`� Mo ��•�Vo na PROP. GATE SPACE 39.0' \ \ PROPOSED 21.6. w 30.3' x PROP. WALK 1s' � (A C4N N N °o' \ . SILT FENCE 9" PINE x � APL 0 14"SPLIT O � PINE 3 LANDBANKED \ \ \\ Uj 10"SPLIT , `1 x , \ O 3 QQ PINE 9 7 0 SPACES PROP. ® 160.00' 200.00 I \ \ \ �2 N �O Q Q\ Quo o N KEYPAD >0 \ osr a� �o �p �� N o x PROPOSED 1 STY. PROPOSED 1 S`TY. / \ ? - MINI STORAGE BUILDING MINI STORAGE BUILDING QJ0 O�� �oN . 4 PROP ASPH. s UR ® PROP. o PHASE 2 o PHASE 2 / \ \ \ o� �rj�O���Q 16" 16" MAPLE DocwooD x KEYPAD (0 F.F. EL. (57.3) (SLAB) F.F. EL. (57.3) (SLAB) \ V 3 $ MAPLE CHERRY DECORATIVE WALL & FNC. 9,600 S.F. 12,000 S.F. \ \ " o``oro�' (DRY BUILDING) (DRY BUILDING) O ` r-r -�� CONCRETE 35.0' O I F I WASHOUT } LANDSCAPED L - J AREA .00 c) AREA . . oQ} w �a \ \ \ 0' •� h o�� %� ��� SOIL STOCKPILE ( z 3 LANDBANKED \ O .00 o; �c� AREA 200.00' - 7 \ ci 200.00 0 Q Q. ^wry Quo • ' - - . ' PROPOSED 1 STY. PROPOSED 1 STY. •�0� PROP. SCREEN PLANTINGS • . MINI STORAGE BUILDING MINI STORAGE BUILDING o PHASE 3 o PHASE 3 12 \ 0 \ Z `0 F.F. EL. (57.3) (SLAB) F.F. EL. (57.3) (SLAB) .0• Q Ci 03N N 4 '03' 0" 233.52' PROP. 6' FENCE �\ ' `I\\` I 0 12,000 S.F. V 12,000 S.F. ?o �moo �2 Z (DRY BUILDING) \ \ \ °, 3 BLOCK RET. WALL z (DRY BUILDING) \ Q bep CONCRETE 2 00 O w O 35.0' \ \ POTATO BARN O w � U \ o LAND N/F OF WJF FARMS LLC ;n (fl V) �0 1000-083-03-005.2 M o o \ v (COMMERCIAL SITE) '� Or oc C i lri �• / Z 0- �� M 16 LANDBANKED SPACES M \ \ - - - - - - - - - - - - - - - oZ z w PROP. 6' FENCE ON WALL o z z w la_d00 O moo p a N 46003'00" W GRAVEL DRIVE 560.89 PROPOSED SILT FENCE PROPOSED SILT FENCE RECEIVED LAND N/F OF F. McBRIDE & SONS f 1000-083-03-00 .1 (LANDSCAPING & CULTIVAT D FIELDS) MAR 2 7 2020 SOUL old Town Planning Board NOTES: LEGEND EROSION CONTROL AND PLANTING PLAN 1. THE USE OF NATIVE, DROUGHT TOLERANT PLANTS OREGON WAREHOUSE STORAGE IS REQUIRED IN ALL LANDSCAPING. �� i 2. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE E, ISTING TREES WATER SOLUBLE NITROGEN IS NO MORE THAN 20% SITUATED AT OF THE TOTAL NITROGEN IN THE MIXTURE ARE PROPOSED 3-4' CEDAR TREES CU TCH OGU E PERMITTED; PLANTING SCHEDULE 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SQUARE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK QUANTITY SYMBOL COMMON NAME BOTANICAL NAME SIZE/CALIPER FEET IN ANY ONE APPLICATION IS REQUIRED, WITH A PROPOSED SHADE TREES 2 1/2"-3" CALIPER CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS. S.C.T.M. 1000-083-03-005.3 28 '�' NORTHERN RED OAK QUERCUS RUBRA 2 1/2--3" CALIPER PER 1000 SQUARE FEET PER YEAR; PREPARED BY: PREPARED FOR: " 4. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN, PHOSPHORUS, OR POTASSIUM BETWEEN 123 BLU17 SPRUCE PICEA PUNGENS 3-4' HT. NOVEMBER 1ST AND APRIL 1ST IS PROHIBITED; KENNETH H. BECKMAN. L.S. 11900 OREGON ROAD, LLC PLANT 15' O.C. 5. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER SURVEYING AND LAND PLANNING P.O. BOX 946 2 FLOWERING DOGWOOD CORNUS FLORIDA 2 1/2"-3" CALIPER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE 3 GAL. CONTAINER ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE (F O NEw SUITE D 6 LOV1'BUSH BLUEBERRY VACCINIUM ANGUSTIFOLIUM PLANT 6' O.C. BOLD NUMBERS. THE NUMBER IN'THE MIDDLE IS THE �P •(H H. g �0 RIDGE, N.Y. 11961 PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, � REVISIONS: NOTES: TOPSOIL AND SEED SHALL BE USED FOR ALL DISTURBED AREAS IN ADDITION TO THE LANDSCAPING E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE •n SCALE: 1 =30 DRAWN BY: KAK SHOWN HEREON. PLANTS VARIETIES SHALL BE AS DESIGNATED OR APPROVED EQUAL. MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF \ " "" DATE: MARCH 2020 CHECKED BY: KHB A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST � 1� INDICATES IT IS NECESSARY. "'` �'' �� DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 2 OF 2 v qND SvV- U IA/ A DiGiovanni & Associates Architects u26 preston avenue 3 LAND N/F OF NORTH FORK RECYCLING INC. sea cliff, ny 11579 LAND N/F OF JEANNE M, 6RAGE 1000-083-03-004.7 a loco-obs-os-oo4s 516 671 - 3624 tF� (COMMERCIAL SITE-WELL !NATER) (COMMERCIAL SITE) fax(516) 759-7138 fZF 4�3.Iq' cff M �" 33 .86' 0 ODA OD w 2 q jOA OA 0.0 OA OA OA OA OA OA OA OA OA OA OA OA OA OA oA OA OA OA OA OA OA OA OA O.I OJI-0.1 01 01 OJ 1 0.1 0.1 0 1 O.i OJ A A 1 1 O 6 G'�TAti NFER;E ° IOI-I(O 0 v ERED q9C Q b'PVG FENCE tT' n� x x - x x x " 0.2 rc 0.2 ra 0.2 rt, os ry o�r� o.a►� oz ro o�ra '� 04 �� �Q, 0 P. /GNU J Q _x rl x 4'CHAIN LINK FNG. n z GATE la rri IA rc IA rc IA ro IA re O y Q \ IL v_ IL V ,A ry IA ry Ia rc ^ Z w I v 1 w � Q s ry s o ry 5 rc s w s o rc sa►c 5 tc SA rc \ \ Q° cP v EXISTING 30.6'1 " WILI LLx W i i / 3 AN05AN \ ° 169 V W v WATER SERVIG �/ m OA►c � D / / / O Ig8.00 Ig8.00 I \ oQ N Vd o oA ro \ �, 4 "A- /I STORY Fi.4r.,E a px TY_ V�4�1SED 157Y, rn o jDV�LLIN6 ,- PROPOSED 15 �.uaoo Io rN AGE BUILi� F.F.EL.663 e o pQGO 5T1 oo /FH?,SE I/ 0 6 u PHASE I b b L \ ATE a'G L.F. sA r� GA AG TO FIG o x n o OF.F. E L. (51.3) o F.F, EL. (5-7.3) �. Qui b' ° � \ °R 4 4 m NG. K °`� / 11,880 of / 11,880 sf �!L) �4 �T o jl� PATo m� XI 0.I (DRY BUILDING) (DRY BUILDING) .q O n 15TORY � 60 1 / PATIO O pp^ 4 / �I b' x v �'3 x SA rte SA la SA to 5A Ic rr. SD PROP.WATER 5ERV GE LK 1.0 ro \ ° o I�� ■ a IA Ic IA rc IA►c IA r� IA Ic IA tc IA rc a tc \ \ Q I \ ° (\\ O EP 0.0 OA rc OZ rc rc 00?C' 0.2 5A Pc 02 tri rri O tri Pc \ \ oa O. \ Q 04 A ® 1 v ®.00'/ j /o, P / 0.1 Pc I rc o O o r IAN AN ° Q� IJJ \T \ 115PAGE LTi O �O �NDS60N A5PHALTDRIVEWAY I y'T 0 o x rn _ PROPOSED I STY, �4 0 PROPOSED I STY. \U m A �' 6KAGE BUI ��u •� Q� �� my � oQ ® PROP. = PHASE 2 /PHASE 2 n q /o F.F. EL. (57.3) v 4 PROP. P05T d RAIL FENCE KEYPAD p O 4 n /O F,F. EL., (5"1,3) ° n �p / ° x x x x x x x x x x x /q,600 S14 .F. / /,12,000 5.F. wl GATE I\�- _ �r /(DRY BiJILDING) (DRY BUILDING) o.l P o.I ro 0.114 a c 0j r rc I rc a c o T �y 10 pQ 2 ry AND50AFE 0-2 rc Os PC, 0-7 ro 5.o Pc o o�rc o.2 P1 as ro 5A Pc \ P A AREA `11�� sIAo rrc r� IA ry` -5.0 o4 0 I.0 P 1 1.0 la IA a �v ISA s. ED4. \ � r-10 \ All, .20000 4 U4 � / PROPOSED o Q 0 3 PROPOSED 1 5TY. \ PROP, 50REEN PLANTINGS /\` v IMAGE BUILk� _ AGE BUIL I + o \ o mry o \ ,PHASE 5"/ EL. . `" b u F�FPFiEALSE(r731.3o L�/i_ /�- \ -P- \\ �-11\ _ O O /12,000 S.F. A OA OA OA OA OA OA 0.0 OA OA OA Ot O 0 0.0 OA A 0,0 OA OA OA OA OA ; Q /12,000 S.F QQz OQ 4 (DRY BUIL-1 (DRY E3UILDING) \ \ 04 BLOCK RET,WALL o d NG) G POTATO BARN LUDWI Q I I\\ Pri SA rc 5,0 PC, 5.0►v 5,0 Mi 5A Ic \ LAND N/F OF kVJF FARMS LLC Q /N, Q \ °Q 1000-083-03-005..? - o O ( la►c ID►c la r` IA Po \ (COMMERCIAL SITE) ( IA rc lO rc la rc I.0 ro °Q m os rc orc o.2 re, r& i I os PC I 0.2 rc I 0.2 rc I o. r� q �o I,\� \ �/j,� I L DEAN ED SPAG O \ rl\ .1C, If x- OA OA 0OA 0,1 03 OJ 0.1 OA 0.1 O.I 0.1 03 OA OA OA OA OA 0.1 6.t OJ OA OA 0.1 OJ OJ OA OA 0.1 0.1 0.1 OA OA OJ O.1 0.1 OA OA OA OA OA OA OA 560.8q' GRAVEL DRIVE PROP05ED LIGHTING LEVELS (in FOOTCANDLES - TYP) RAS LIGHTING LED MODEL WPLEDIBY 5000K WALL PACK LIGHTING FIXTJJRE; MOUNTED 15'-0" ABOVE GRADE - HOURS OF OPERATION DUSK TIL 10:00 PM (TYPICAL - SEE ELEVATIONS) 5 I TE L I C HT i NC PLAN I 3/10/2020 PER TOWN COMMENTS I" = 52' R E V 1 5 1 0 N 5 CALCULATION SUMMARY THESE PLANS ARE AN IN5TRLKNT OF SERVICE AND ARE THE LABEL GALL. TYPE UNIT5 AVERAGE MAXIMUM MINIMUM AVG. MIN. MAX./MIN. PROPERTY OF THE ARCHITECT.INFRINOEMENT5 WILL BE PROSECUTED. PARKING LOT ILLUMINANCE Fc 2.5 5.0 .01 q.q4 24.63 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN51ON5 AND SHALL BE RE5PON5113LE FOR FIELD FIT GROUND SIGN ILLUMINANCE Fr- 1.41 1.51 1.32 1,01 1.14 AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART. LUMINAIRE SCHEDULE Surface PAount Unit 2 Go i-"- __ TYPE QllANITY LABEL ARRANGEMENT TOTAL LAMP LUMENS LUMENS WATTS LLD LDD DESCRIPTION MOUNT HEIGHT Configuration WPLEDIBY 48 WI SINGLE 2,461 20."10 .76 .76 RAS WPLEDIBY 3,000K WALL 15'-0" Mini Storage t r H5LED13YA 2 WI 51NOLE 1,446 15.68 .76 1 .76 RAS HSLEDI3YA5,000K R N G OJJ D N/A �t12f„'SE TOTAL LUMEN5 = 121,020 (ALLOWABLE = 25,000/ACRE 5.7 ACRES x 25,000 = 142,500) 121,020 < 142,500 11900 Oregon Road �' ■■Iyy. � tr17�r� RAS WPLEDIBY FIXTURE ARE FULL CUT OFF TYPE FIXTURES ARE IDA "DARK SKY" APPROVED FIXTURE Cutchogue , 1� 1 l C�'�31j = - d'41371 1 RAS H5LEO13YA FIXTURE ALL FIXTURES ARE ON TIMER TO BE OPERATIONAL FROM DUSK TILL 10:00 PM 31' SITE L161-ITINO VR X, 12335 f41 - PLAN 2 L. ICHT DETAIL. RECEIVED A-1 NT5 MAR 2 7 2020 DATE Southold Town Planning Board A5 NOTED 2 SCALE OF 3 DRAWN BY J Y V CHECKED BY DD S I i 15'-0" (FIRE GATES) SEE PLAN FOR Fop 16'-0" (ENTRY GATES) APPROPRIATECASTING DOUBLE SWING GATE r4" CONCRETE COVER F.F. EL. 66.3 FIN. GRADE EL. 62.0 FINAL GRADE WHERE APPLICABLE CLEANOUT EL. CONCRETE BRICK WITH 64.7 P ROpp MORTAR & 1/2 P.C. MORTAR \ \ \ \\ ✓\\\�\\\% SOON #5 BARS @ 6" EACH WAY �\ \ x 0R H.T. Q CO MIN. �4'RA6" PVC ROOF DRAIN MIN. LO NSEE PLAN & STRUCTURE C Ii0 iv 12" ADS SCHEDULE FOR MORE INFO. PIPE EL. EL' 1/8" 1 EL. 62.6 ? J I 63.0 4„ w Q I 2' 12' MIN. EL. EL. ❑ ❑ ❑ ❑ i O U w MIN. 62.5 62.3 >a I STORM P z I ® DRAIN I 3'-0" WIDE SAND & GRAVEL ❑ ❑ ❑ ❑ ®®L RING I COLLAR ALL AROUND SEPTIC TANK w� ®®®� EL. 50.6 L Uwwi I ®®®®®� I LEACHING POOL 4, GATE STOP I I I ®®®®m®®, BACKFILL WITH COARSE SAND & GRAVEL ui CHAIN LINK FENCE GATE i ®®®®®®®I~ I SANITARY CALCULATION S ®®®®�®®®� GROUNDWATER EL. 5'f-t-' ®®®®ems®®® GROUNDWATER N 'SCE:DRAIN GE'CALCS: DESIGN FLOW SANITARY CROSS SECTION SYST. "A" ARTICLE AREA F6SZONE DESIGNATION ACRESITE = 5.7199 IV N.T.S. ALLOWABLE FLOW PER ACRE = 600 G.P.D. �0 F A \ / CLEANOUT TOTAL ALLOWABLE DENSITY = 5.7199 AC'S x 600 G.P.D. = 3432 G.P.D. 11 I F.F. EL. 60.9 PROPOSED DENSITY (PHASE I� DRYIIVELL EL. FIN. GRADE EL. 60.4 (1) SINGLE FAMILY DWELLING = 300 G.P.D. WIDTH OF 60.8 797 S.F. NON-MEDICAL OFFICE ® 0.06 G.P.D./S.F. = 47.8 G.P.D. _ 23,760 S.F. STORAGE WAREHOUSE ©0.04 G.P.D. S.F.= 950.4 G.P.D. � % PROPOSED DENSITY (PHASE II & IIIA / iv EXPANSION JOINT \\ H.T.\\ /\ \ / /\\ /\\ /\\ /\\ Q 45,600 S.F. MINI STORAGE -COVENANT NO FLOW o MIN' 1/4" 1' TOTAL PROPOSED FLOW = 1298.2 G.P.D. Q�P CONTRACTION 4" MIN, c� 3,432 G.P.D. ALLOWABLE > 1298.2 G.P.D. PROPOSED �� O JOINlp T 6" REINFORCED C•1• iv " M EXPANSION JOINTS CONCRETE APRON PIPE 58 EL. 1�8 1EL. 58.0 " " pP0 58.7 4» SYSTEM No. A SINGLE FAMILY DWELLING ONLY o EXPANSION W/ 6"x6" 6/6 NWM I 58.4 . �+ _ 'I 1 1/2" EL. DESIGN FLOW O JOINT _ 2 12 MIN. 57 9 EL. ❑ ❑ ❑ ❑ 3 BEDROOM HOUSE 1895 S.F. = 1300 G.P.D. a . ., j LO a R s MIN. 57. BASEMENT STORAGE & MECHANICAL = 987 S.F. F �q EXPANSION MIN. WIPTH 24' EXPANSION I ❑ ❑ SEPTIC TANK • 12" PAVED L� ❑ REQ. CAP. = 300 G.P.D. x 2 DAY FLOW = 600 G.P.D. JOINT JOINT 2'-6" 4-0 DRIVEWAY SEPTIC TANK PROVIDE 1-8 DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. MIN. WIDTH 30' EL. 44.0 LEACHING POOL �G� KEY MAP LEACHING POOL REQ. SIDE WALL = 300 G.P.D. - 1.5 G.P.D./S.F. = 200 S.F. A EFFECTIVE DEPTH REQUIRED 200 S.F. _ 25 S.F./V.F. = 8 V.F. oQ� PLAN SECTION A-A 1-1/2" 1-1/2" ASPHALT BACKFILL WITH COARSE SAND & GRAVEL USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH SCALE: 1" = 600' F GROUNDWATER EL. 5'f•�-� SYSTEM No. "B" NON-MEDICAL OFFICE, STORAGE WAREHOUSE AND MINI STORAGE EL. 57.3 CONCRETE APRON DETAIL DESIGN FLOW BY McDONALD GEOSCIENCE N ° ° SANITARY CROSS SECTION SYST. »� » NON-MEDICAL OFFICE SPACE = 797 S.F. x 0.06 G/S.F. = 47.8 G.P.D. 7/8/2019 ° .° °BINDER COURSE° .° STORAGE WAREHOUSE 23,760 S.F. x 0.04 G/S.F. = 950.4 G.P.D. T °' o ° °° ° " N.T.S. MINI STORAGE 45,600 S.F. - COVENANT NO FLOW BROWN o ° ° ° ° ° SEPTIC TANK TOTAL REQ. CAP. = 998.2 G.P.D. LOAM(OL) REQ. CAP. = 998.2 G.P.D. x 2 DAY FLOW = 1996.4 G.P.D. BROWN b a RCA BASE COURSE PROVIDE 1-10' DIA. 5' LIQUID DEPTH = 2000 GAL. CAP. SILT(ML) LEACHING POOL �° REQ. SIDE WALL = 950.4 G.P.D. 1.5 G.P.D./S.F. = 633.6 S.F. COX LAN PALE `O ----- - EFFECTIVE DEPTH REQUIRED 636.6 S.F. = 25 S.F./V.F. = 25.5 V.F. ,ao STABILIZED, COMPACTED SOIL USE 2-8' DIA. 13 V.F. EFFECTIVE DEPTH SILTYBROWa M TYPICAL SECTION - ASPHALT PAVEMENT SILTY SAND(SM) �� ��' J/ \` LAND N F OF ,1EANNE M. GRACE / / ' `� - -004.7 N / � 1000-083-03-004.5 / / / LAND N/F OF NORTH FORK RECYCLING INC. / / / I 1000-083 03 PALE �o,�� (COMMERCIAL SITE-WELL WATER) (COMMERCIAL SITE) eti X60' hem BROWN \ OZ Urw, c3 FINE TO O , » / / / % z o E 0 6' CHAIN LINK FENCE z o SAND(SP) 'n �\ �� \ S 47'01'00" E'-- - - PROP. 6 FENCE S 46 24 50 E / 473.1 TW 7 2 Z o 337.86 Tw s2.o N E E Q 3 - - P 57.2 / - - - - PROP. WALL P(57.2) x -PL57_2� - - - - P(57.2) / / 5 2) / / P(57 2) h � '(!W '� �' tO / ^�-x x °o x x �`°° 2) - ) I i -62- - - - - - �` - - - - - - I �/ 1Y / n - �D n _ _ / n L x ^ MAPLE 3 N 4' CHAIN LINK FNC. U PINE E W W SYSTEM No. 5 SYSTEM 6 /1 ( �, 36" s- \ 6' PVC FENCE 15"SPLIT / Ca I N � x MATE x x x x E 4 I N /11 SYSTEM No. 3 P(57I0) SYSTEM No. 4 /^� v+ / ' • D.W. EL. 56.7 P(57I0) D.W. EK X56.7 • 1 � - - - -56- IR- o 3 ''� E)IISTING w I I w • D.W. EL. (56.7) D.W. EL. (56.7) • w I ( ) _ ( ) V -jx � SANITARY � U R � � / Et �R Q TO BE INGROUND xW wx Q _ / o D <v \ U J P(5T2) P 57.2 _ - - / ( ) 10 NO WATER ENCOUNTERED x z f*1 �< P 5 2 ,� o_ � � � � / /�� 3 LANDBANKED � \ 3 IRES RE�I OVED POOL I fn EXISTING 30.6' CONG. PR01' TO BE z 17" 3 /-. N - - - N - N / / N TEST HOLE V = WATER SERVICE BUNKER EXP. r R 0 J PINE w ' - 198.00' l 2�r Q- �v" W w 2 Z o x D_ / 1 8.00 LO LO / / cn v A xi� Q O 0_ � X60- - - ` -- - - - - - � � a � d � / �I _ � ' � 0'Q � r o Q BRICK �c9 ,, m m i6 , _ / (� cOo 3 �� STEPS w a o NtO o n PROP, a e�6 p i (SYST.3) (SYST. 4) 1 • (SYST. 5) PROPO D L1'� (SYST. 6 ��. <v 2 R.O. M r�^�Ww • • 40.8x41.6' �y PROPO D 1 STY. ``/ - ) -L - - ` - 20.0. \ n J \ O rn = L.P. WD. DECK 24" i O o T� • CON RT 'x �, h �0 �Z TO BE / x PINE / STORAGE WARJHOUSE BUILDING SYSTEM No. 7 STORAGE ALV HOUSE BUILDING / _ D.W. EL. 56.7 / ?D \ S o Q Q N �m `�P OP.` TO OFFICE' / 1 0- PH SE 1 - - _L )' o PH SE 1 / I m �. o• _ 4 c.L SPACE a l �`/ m� - - - - - -- - - - - - - - - - -I�FEL�57� SLAB - - - -�L =a \ po ` x >€ EL.(57.3) �A� s' 0 1s.o' a o-�o� SYSTEM too 2 11,880 S.F. ' ' .F' _ - N / x sT To M CONC. WALK • PROPS o'x � ' 11,880 S. _ �, U v 7o� _ A� BRICK ai 1.4 SLATE \ 1 STORY • S. A W' EL. 56.5 � ' DRY BUILBING STEPS 1:� o PATIO FRAME ( ) (SYST. 8) I (DRY BUILDING) (S Sly9' I d / ( ) ( ) (� ) I (SYST. 24 � O R.O. \ M \ i . SYST. 10 SYST. 11 l- _ ) (SYST. 13) uw N � / ) Y� \Qz 06.6 co GARAGE SYST. ~� _ - / x N E ' N o l / 3 797 S.F. PROP �\ ox 57.2 `� N I / / �, I E / / I / / SYSTEM No. 24� is x o / G.F.EL. 60.9 LP 0) r , i r + o '� i� a \ (SLAB) 3 8 0 39.0 / / D.W. EL. (55.6) N � / x Z 30.3' x F- ca (5 2) � y i P(57'2Y� P(57.2) L • _ X64- - - 21.6' w �- i i Q x X - - - PROP. D- mx _ �/ SYSTEM No. 11 00 ROP. SIGN �. SYSTEM No. 9 I � � v \ W - CONC. L -. L ^. oRr o 24 S.F. MAX. PROP. WA1ER SERVICE / WALK o L.P. R D.W. EL. (56.7) R N R / \ PER SIDE x o x x a- w • P(56.0) /• / / SYSTEM No. 12 / �/ (i }•N1. EL. (56.7` v F� / 0 00. \ N h ,- - 1s N 1 to 1 • 1 D.W. EL. (56.7) o ` • / P 5 0 • L\-` n� D� ' MAX. HEIGHT P(6 5) N s" / _ PINE - - - - - - - / / / / / / SYss1EM N0. 10 �S / o MAPLE_ 14"SPLIT PROP. SYSTEM No. 8 loo /'6.W. EL (56.7)1 0 PNEPLIT6ti/ \ O PINE EXP _ - R D.W. EL. ( 7)P 5�.2 _ �� / �P 5712 R 3 LANDBANKED _ 1 - - I Q� a \ / 9 , �. '! x RIDGE 'o i 16000' � � N N i/ 20q.00' 04 -7 � � � 1 P(62.5) / 11 SPACES a PROPV)w . P(59.,) -0 P 57.8) o ,5s � � / 1 cj � O, ao KEYPAD / >O I*1 0 (SYST. 8 SYST. 9 0_� n i / pOs LJ �V O ) ( ) (SYST. 12) i ? T 2 ry / ASPHALT DRIVEWAY/ 4 t ' (SYST. 10) (SYST. 11) / 2, c �� O x m _ _ PROPO ED 1 STY. 1 PROPOSED 1 ST Fn C) o^ o� / SYSTEAAk o. 1 � n - _ MINI STORAGE BUILDING / MINI STORAGE BUTAING _ 24 Q-' Ci J0 OQ� -- '¢ 2 / D.W,./ 59.3 / P 57.2) - - -� o PH SE 2 �� PHASE 2 - f I 0 •, `� 2a cr PROP. - .� ts" 16" eo MAPLE DOGWOOD / x KEYPAD J J - D.W. EL. "� V � MAPLE CHERRY /PROP. POST & RAIL FENCE s" / � / ® � �F. EL. 57.3�SLAB) I co fI.F. EL.�57��7•�B� � I / /��� X � x x-,� x x x x x / x IL:- x � ' SYSTEM No. 13 9,600 S.F. ((56.7) 12,0%0 S.F. y �' (3 4o�S 4k% // GATE // D.W. EL. (56.4) n (SYST. 14) I (DRY BUILDING) (SYST-35 (SYST. 3) (SYST. 16) I� kD�Y BUILDING) (5YST. 17) I (SYST. 25) O J Q I\\ i / \ ^ m m �' �54'� i ' N ^ /• 1 x 54.7 N _ � Ek v i I N � \ Q 11 SYSTEM No 25 O V ,n 35.0 S? 0. ' D.W. EL. (5'56-)-l" o - / / }� P(5 2) SYST.No.15 7 2) P(57.2) ,l / P 5 2 y 2) LANDSCAPED hem/ / lr/ _ 3 ��%D.W.EL.(56.7 R / SYSTEM No. 17 / _ AREA i / - R D.W. EL. 56.7 R 0 / / Q7 - I v ( ) 1, o D.W. (56.7) / / V 1 ( Q =O \ x / / % 1\` • P 540 • N • I / S • P(510) • N 2 / / SYSTEM No. 16 o / x � ' S ST.No.14 '' D.W. EL. (56.7) \R ,� HT n // / I D W.EL.(56.7)� I �/' / I 3 LANDBANKED 2 0 / RIDGE / P 7.2 K P 5712 N P 57.2 / p P 5712 200.00' IF 7 \ hoe I 200.00 I � I I L0 o + //fp� I HEREBY CERTIFY THAT THE WATER SUPPLY(S) / / v ° / AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS Q � O� \ OQ' � / � � / O_ (SYST. 13) (SYST. 14) (SYST, 15) / (SYST, 23)'. (SYST. 1fi) (SYST. 17) ` �, / (� - - - C) �, / / PROJECT WERE DESIGNED BY ME OR UNDER MY CO Otcr j`\ W N / (PROPOSED 1 STY. I - - - - - - - - .5z I PROPOSED 1 STV. 2 Q' / DIRECTION. BASED UPON A CAREFUL AND PROP. SCREEN PLANTINGS w Q MLSTORAGE STORAGE BUILDING, /� MINI STORAGE BUIL ING I 40' � � Q� / THOROUGH STUDY OF THE SOIL, SITE AND w PHASE - - ..L ._ ��,/ ._ ._ _ _ PHASE 3 � o ' / PROPOSED CONFORMGROUNDWATER ( TONS, ALL LOTS, AS THE SUFFOLK COUNTY cp Z '_ - _ _ _ _ F.F. El 7� SLAB�x �' ?�o' / h N I w SYSTEM No. 22 -F.7 •EL157 3 SLAB D.W. EL. CO LJ x DEPARTMENT OF HEALTH SERVICES CONSTRUCTION z 3 N N 4 '03' 0" 233.52 \\ �' ( ) - _ ` 12 0o s.F. ? o N PROP. 6' FENCE / ' z '� o D.W. EL. 56.7 / 12 0 0 S.F. ((56.7) � ,0• / STANDARDS IN EFFECT AS OF THIS DATE. y' moo / �Z •1 l/• 1 1-1 (DRY �UILDING) ,� (DRY BUILDING) BLOCK RET. WALL \ Q U \ (SYST.18) " (SYST. 8) n (SYST. 19) N N h� (SYST. 20) I (SYST. 2�) N / 0 / � I o / N // �_ x E � ,h 10/9/2019 CONCRETE O 00 z 1n a d / / / SIGNED THOMAS J. BECKMAN, P.E. / 35.0 / CONSULTING ENGINEER Q n7 I POTATO BARN / O O \ w � co .moi M \ I P 57i2 �Q Ft P i 'P R r/l C, 1814 MIDDLE COUNTRY ROAD h / O cn o / R I I I \/ / \ x ��� / / SUITE D LAND N/F OF WJF FAR�S LLC ;n � / R if y x RIDGE, N.Y. 11961 yam• / x' '� � 1000-083-0-005-1),\ P7 � n- / c0 \/ x � � / (COMMERCIAL SITE) \ / ci l • SYSTEM No. 18 SYSTEM No. 19 ` • t, • SYSTEM No. 20 SYSTEM No. 21 ` • �i D.W. EL. (56.7) I D.W. EL. (56.7) ../ I I �-/ D.W. EL. (56.7) - D.W. E�(56.Z} --��II ' ` - -'`� / / DEPARTMENT APPROVA 16 LANDBANKED SPACES �, 2- - - SYSTEM No. 26/'� / \ I I I I I I I I I I x I I / D.W. EL. (55.2)` ��� _sfi- \ "' I P(57.2) (5 2) P(57 2) P(57 2) ROP. WALL P(57 2) P(57 2) - - `�/ w - - - - - -_ - - - - - - - - TW 52.2 PROP. 6' FENCE / / / TW(52.5) / - -TW(54.0) \ o i TW(52.2) o � IV-`�V 03'00" W C � GRAVEL DRIVE 560.89Ln LO NOTES: N � N � _ I tn PARKING REQUIREMENTS 1. MINI STORAGE BUILDINGS DO NOT CONTAIN In _ _ - ` _ / LO POTABLE WATER OR SANITARY FACILITIES. / 2. SOLAR PANELS TO BE INSTALLED AS OFFICE SPACE = 797 S.F. = 100 = (7.97) 8 SPACES RECEIVED DRAINAGE CALCULATIONS PART OF PHASE 3 DWELLING SPACE = 2 SPACES LAND N/F OFF MceRIDE & SONS 3. ALL MINI STORAGE BUILDINGS ARE ON SLAB MINI STORAGE SPACE = 69,600 S.F. = 1000 = (69.6) 70 SPACES 1000-083-03-006.1 x SYSTEM No, 1 PARKING SPACES REQUIRED= 80 SPACES (LANDSCAPING & CULTIVATED FIELDS) OCT 3 O ZO19 PAVT. AREA = 7104 S.F. x 100% x 2/12 = 1190 CU. FT. LANDBANKED PARKING SPACES PROVIDED = 61 SPACES � I GRASS AREA = 10,000 S.F. x 2/12 x 15% = 250 ICU. FT. Southol Town TOTAL REQ. CAP. = 1440 CU. FT. PARKING SPACES PROVIDED = 20 SPACES Planning Board USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. TOTAL PARKING SPACES PROVIDED = 81 SPACES SYSTEM No. 2 SYSTEM No. 13 PAVT. AREA = 8595 S.F. x 100% x 2/12 = 1432 CU. FT. PAVT. AREA = 8600 S.F. x 100% x 20% = 1433 CU. FT. SITE DATA ESTIMATE OF QUANTITIES LEGEND PRELIMINARY SITE LAYOUT USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. ROOF AREA = 2490 S.F. x 2/12 x 100% = 415 CU. FT. SYSTEM No.s 3.6.18.19.20 & 21 TOTAL REQ. CAP. = 1848 CU. FT. AREA OF SITE 246159 S.F. COBBLESTONE CURBING NONE PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 CIU. FT. USE 2-10' DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. PROPOSED HANDICAP PARKING STALL - _ - - EXIST. FLOOR AREA OF BLDGS. (PHASE 1j 2,693 S.F. CONCRETE CURBING NONEIl� OREGON WAREHOUSE STORAGE ROOF AREA = 3000 S.F. x 2/12 x 100% - 500 CU. FT. SYSTEM No.s 14 & 15 TOTAL REQ. CAP. = 1050 CU. FT. PAVT. AREA - 1856 S.F. x 100% x 2/12 = 309 cu. Fr. FLOOR AREA OF PROP. BLDGS. (PHASE 1 23,760 S.F. ASPHALT PAVING 110,795 S.F. USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. ROOF AREA = 3480 S.F. x 2/12 x 100% = 580 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 2) 21,600 S.F. WALKS NONE /• PROPOSED DRY WELL SITUATED AT TOTAL REQ. CAP. = 889 CU. FT. CU TCH OGU E SYSTEM No.s 4 & 5 FLOOR AREA OF PROP. BLDGS. (PHASE 3) 24,000 S.F. FENCING 2862 L.F. PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 CU. FT. USE 1-10' DIA. 14 V.FT. = 958 CU. FT. ACT. CAP. TOTAL AREA OF BUILDINGS 72,293 S.F. DRYWELLS SEE DRAINAGE CALCS. ROOF AREA = 2940 S.F. x 2/12 x 100% = 490 CU. FT. SYSTEM No. 22 W- P OPOSED WATER SERVICE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOTAL REQ. CAP. = 1040 CU. FT. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 CU. FT. TOTAL EXISTING PERCENT OF LOT OCCUPANCY 1.09% 3 -4 CEDAR TREES 67 TREES USE 1-10' DIA. 16 V.FT. = 1095 CU. FT. ACT, CAP. USE 1-10' DIA. 8 V.FT. = 547 CU. FT. ACT. CAP. TOTAL PROP. PERCENT OF LOT OCCUPANCY 29.37% R - PROPOSED ROOF DRAIN LINES S.C.T.M. 1000-083-03-005.3 SYSTEM No. 23 AREA OF LANDSCAPING 62,893 S.F. OR 25.55% SYSTEM No. 7 E - PROPOSED ELECTRIC PREPARED BY: PREPARED FOR: PAVT. AREA = 3495 S.F. x 100% x 2/12 = 583 CU. FT. PAVT. AREA = 4530 S.F. x 100% x 2/12 = 755 CU. FT. AREA OF BUFFERS - USE 1-10' DIA. 9 V.FT. = 615 CU. FT. ACT. CAP. ROOF AREA = 2550 S.F. x 2/12 x 100% = 425 CU. FT. AREA OF WALKS 178 S.F. TW(103.0) PROPOSED TOP OF WALL ELEVATION KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC TOTAL REQ. CAP. = 1180 CU. FT. SYSTEM No.s 8.9.10.11.16 & 17 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. AREA OF PAVING 110,795 S.F. P(100.0) PROPOSED PAVEMENT ELEVATION OF N&O. SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2560 S.F. x 100% x 2/12 = 427 CU. FT. SYSTEM No.'s 24 & 25 SCHOOL DISTRICT MATTITUCK ,�P� H l"p 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 ROOF AREA = 4800 S.F. x 2/12 x 100% = 800 CU. FT. PAVT. AREA = 7070 S.F. x 100% x 2/12 = 1178 CU. FT. POSTAL DISTRICT CUTCHOGUE `1.x.1 EXISTING TREES `� �`�� , aFP � SUITE D TOTAL REQ. CAP. = 1227 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. ,� S' ,o x USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. WATER DISTRICT S.C.W.A. <u �� . � � RIDGE, N.Y. 11961 TOTAL REQ. CAP. = 1388 CU. FT. FIRE DISTRICT CUTCHOGUE Y � ',� , SYSTEM No. 12 USE 2-10' DIA. 11 V.FT. = 1505 CU. FT, ACT. CAP. 70POSED 3-4 CEDAR TREES "r l i! Z REV, 10/29/2019 REVISIONS: PAVT. AREA = 4500 S.F. x 100% x 2/12 = 750 CU. FT. SYSTEM No. 26 TOTAL PARKING REQUIRED 81 n 1.9 SCALE: 1 =30 DRAWN BY: KAK s' REV. 9/19/2019 B19-19853 ROOF AREA = 2400 S.F. x 2/12 x 100% = 400 CU. FT. PAVT. AREA = 8700 S.F. x 100% x 2/12 = 1450 CU. FT. TOTAL PARKING PROVIDED 81(SEE PARKING REQUIREMENTS) --a-n- P�OPOSED SIGNS \ 0 REV. PER SCDHS 9/24/2019 rt REV. PER SCDHS 10/9/2019 B19-19916 TOTAL REQ. CAP. = 1150 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 cu. FT. EXISTING ZONING LI �� ah DATE: MAY 2019 REV. 10/25/2019 819-19938 CHECKED BY: KHB USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1660 CU. FT. USE MINI STORAGE PROPOSED CAMERA ON POLE USE 2-10' DIA. 13 V.FT. = 1779 CU. FT. ACT. CAP. SAND s DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 1 OF 1 i 15'-0" (FIRE GATES) SEE PLAN FOR 16'-0" (ENTRY GATES) APPOPCASTINGRIATE �Gt DOUBLE SWING GATE 4" CONCRETE COVER 1-1/2" 1-1/2" ASPHALT 6F FINAL GRADE WHERE APPLICABLE CONCRETE BRICK WITH MORTAR & 1/2 P.C. MORTAR II #5 BARS @ 6" EACH WAY 04 G .4 c -dBINDER COURSE° .o -� 4 'C 4 C Q _ - I C 4 e d C . . 6" PVC ROOF DRAIN ID RA 12" ADS SEE PLAN SCHEDULE & TRUCTU MORE NFO.RE RCA BASE COURSE EGpN RpPp N-12 pR STABILIZED, COMPACTED SOIL S w \ I t z ;... I ®L \-DRAIN N I 3'-0" WIDE SAND & GRAVEL TYPICAL SECTION - ASPHALT PAVEMENT 9"F wa I:•:' I ®®� RING I COLLAR ALL AROUND ®�. Wo ®®®®®� 4„ I :. ®®®®®tom �' . .. GATE STOP CHAIN LINK FENCE GATE GROUNDWATER N 'SEE:DRAIN• GE:CALCS: r W M DRYWELL N EXPANSION JOINT o� �9 a CONTRACTION JOINT 6" REINFORCED �r EXPANSION JOINTS CONCRETE APRON o EXPANSION 1 1/2" W/ 6"x6" 6/6 NWM JOINT M it EXPANSION MIN. WI TH 24' ' EXPANSION 12" PAVED SPO 9° JOINT JOINT '-6" 4'-0" DRIVEWAY Q MIN. WIDTH 30' CO A ��F�F� �F PLAN SECTION A-A EL. 57.3 CONCRETE APRON DETAIL ��, BY McDONALD GEOSCIENCE KEY MAP COX LANE _ SIZING BASED UPON WAREHOUSE AISLE-WAY ONLY 7/s/2o19 BROWN o SCALE: 1" = 600' LOAM(OL) �O TOTAL REQ. CAP. = 975.82 G.P.D. BROWN o SILT(ML) 1 PALE e0 BROWN o 1� SILTY �� SAND(SM) 01 d N �o, LAND N/F OF 1EANNE M. GRACE LAND N/F of NORTH FORK RECYCLING INC. COMMER0-0 J-OJ-ED4 WATER) 1(COMMERCAL-ITE)7 PALE o, ( BROWN ^ U' oZ ci,w� ciw FINE TO , • x ' z 0 6' CHAIN LINK FENCE z o MEDIUM o �� Q �� 337.86 PROP. s FENCE S 46 24 50 E 473.19 SAND(SP) `n �1 �" w S 47 01 00 E Z o �Q hh - ci 3 w7 ~moi E E E E X x x x wao 36' 6' PVC FENCE 15"SPLIT o$ ^ MAPLE 3 N 4' CHAIN LINK FNC. a PINE x E L4 w \ Q hh a o x GATE x x x x v n �, WCA N o^ C 3 � EXISTING w w W \ Vaa Ux SANITARY xZ Wx Q NO WATER ENCOUNTERED o� J o IRES a INPROOL Z 0- m 3 LANDBANKEDLu EXI \ \ CONC. � TEST HOLE Q= �WATER SSERVICE TING 30.6 BUNKER f_0 TO BE eller pNE � � W a REM xQ Li o 198.00' 198.00' BRICK z L4.-m `6 0 Y 0 O \ STEPS � o vi `° R.O. M -'°'�w� ao.sxal.s' a of PROPOSED 1 STY. l 2p0 o °' WD. DECK I 24" �, PROPOSED 1 STY. MINI STORAGE BUILDING JO �" �h Q 2v Ln 4LLm 1 1 TO BE x PINE TO 0 CE iox MINI STORAGE BUILDING o PHASE 1 I / m� \ 200' / ` J l I o PHASE 1 6'^ 16.0' x GATE x a' c.L . SPACE a m o O F.F. EL. (57.3) (SLAB) o \ ,� c F.F. EL. (57.3) (SLAB) (0 I / p o oO 11 880 S.F. I_/ `; \ 1.NT °° M CONC. WALK • wx 11,880 S.F. w \ o BRICK of 1.4 SLATE 1 STORY • I ( ) DRY BUILDING `� 2Q R.O. 1:(' o PATIO " FRAME DRY BUILDING ( ) ^� 0' bC �• ''i N GARAGE ,SYST, "B" cy Qco o' 6.6 W 3 797 S.F. \ x J E \ \ lo to o G.F.EL. 60.9 \ m 16 n ui_j a Z (SLAB) • 39.0' ,\ 21.6 w a 30.3' \ / o" w PROP. SIGN x x x cONC. ` m L4 � . \ \ �D'. ORrr �" 24 S.F. MAX. W IN PROP. WATER SERVICE WALK PER SIDE 19 x (�- N o o \ ' M4- ' MAX. HEIGHT N AP PINE o \ \ \ / J SO• A 10"SPLIT PNEPLIT 3 LANDBANKED \ PINE I 3 `i.�s' 9.0, ® a x 160.00' j 200.00' I 7 �� AO 11 SPACES N� PROP. �� p `(' O ASPHALT DRIVEWAY Np a� KEYPAD D.0 R1 I / \ a x PROPOSED 1 STY. PROPOSED 1 STY. \ \ � o. � MINI STORAGE BUILDING MINI STORAGE BUILDING 2� 000�`� Q V� tv 24 g• a ® PROP. n o PHASE 2 0 o o PHASE 2 � \ \ 0Ar J� 16" 16" MAPLE 9D. r.0 x KEYPAD � F.F. EL. (57.3) (SLAB) F.F. EL. (57.3) (SLAB) \ / A' VJ`' MAPLE CHERRY PROP. POST & RAIL FENCE 9,600 S.F. 12,000 S.F. v � s (DRY BUILDING) (DRY BUILDING) x x x x x--x x x x x 0��� o O �0) \\ GATE m m E O i \ O VQ } 35.0' \ L LANDSCAPED w �0 0, AREA w x \ \ \ ,� � pNl m 3 LANDBANKED \ Q 9 �� \ .O u 11 v� 200.00' I 7 \ �' 200.00' /`` •M� opo I\Q�Q o3 �\ PROPOSED 1 STY. PROPOSED 1 STY. / \ \Q .��ry o �� =M PROP. SCREEN PLANTINGS I MINI STORAGE BUILDING MINI STORAGE BUILDING -- - ice - - 0 o PHASE 3 0 PHASE 3 N co %� %� %� �` �� \` \o N F.F. EL. (57.3) (SLAB) ci F.F. EL. (57.3) (SLAB) 200. �• oo IN 4 '03' 0" 233.52' PROP. 6' FENCE Z z o 12,o0o S.F. 0' 12 000 S.F. 20 3 a DRY BUILDING \ BLOCK RET. WALL J o (DRY BUILDING) ( \ \ h• J 10 CONCRETE Q 00 Z N Q POTATO BARN O C0 w 35.0' \ \ \ h M 0: \ \ N LAND N/F OF WJF FARMS LLC ;n CO N ham' 1000-083-03-005.2 17 o (COMMERCIAL SITE) d" w N \ \ / Z \ 0_ M 16 LANDBANKED SPACES \ pZwa PROP. 6' FENCE ozzw ZZ ZZona lido0 O limoo "' N 46003'00" W GRAVEL DRIVE 560.89 PARKING REQUIREMENTS OFFICE SPACE = 797 S.F. = 100 = (7.97) 8 SPACES R.E EIV -D DWELLING SPACE = 2 SPACES LAND N/F OF F. MCBRIDE & SONS MINI STORAGE SPACE = 69,600 S.F. = 1000 = (69.6) 70 SPACES 1000-083-03-006.1 OCT 2 8 2019 PARKING SPACES REQUIRED= 80 SPACES (LANDSCAPING & CULTIVATED FIELDS) LANDBANKED PARKING SPACES PROVIDED = 61 SPACES Southold Town PARKING SPACES PROVIDED = 20 SPACES Planning Boar TOTAL PARKING SPACES PROVIDED = 81 SPACES SITE DATA ESTIMATE OF QUANTITIES LEGEND NOTES: ALIGNMENT PLAN AREA OF SITE 246,159 S.F. COBBLESTONE CURBING NONE 1. MINI STORAGE BUILDINGS DO NOT CONTAIN EXIST. FLOOR AREA OF BLDGS. (PHASE 1) 2,693 S.F. CONCRETE CURBING NONE L PROPOSED HANDICAP PARKING STALL POTABLE WATER OR SANITARY FACILITIES. OREGON WAREHOUSE STORAGE FLOOR AREA OF PROP. BLDGS. (PHASE 1) 23,760 S.F. ASPHALT PAVING 110,795 S.F. 2. SOLAR PANELS TO BE INSTALLED AS SITUATED AT FLOOR AREA OF PROP. BLDGS. (PHASE 2) 21,600 S.F. WALKS NONE PROPOSED DRY WELL PART OF PHASE 3 FLOOR AREA OF PROP. BLDGS. (PHASE 3) 24,000 S.F. FENCING 2862 L.F. 3. ALL MINI STORAGE BUILDINGS ARE ON SLAB CUTCHOGUE TOTAL AREA OF BUILDINGS 72,293 S.F. DRYWELLS SEE DRAINAGE CALCS. W- PROPOSED WATER SERVICE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOTAL EXISTING PERCENT OF LOT OCCUPANCY 1.09% 3'-4' CEDAR TREES 67 TREES R - PROPOSED ROOF DRAIN LINES TOTAL PROP. PERCENT OF LOT OCCUPANCY 29.37% S.C.T.M. 1000-083-03-005.3 AREA OF LANDSCAPING 62,893 S.F. OR 25.55% E - PROPOSED ELECTRIC PREPARED BY: PREPARED FOR: AREA OF BUFFERS - OF NEINY AREA OF WALKS 178 S.F. TW(103.0) PROPOSED TOP OF WALL ELEVATION NH. gFc 0 KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC AREA OF PAVING 110,795 S.F. P(100.0) PROPOSED PAVEMENT ELEVATION CO �� �'� f SURVEYING AND LAND PLANNING P.O. BOX 946 SCHOOL DISTRICT MATTITUCK N * 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 POSTAL DISTRICT CUTCHOGUE EXISTING TREES ` y SUITE D WATER DISTRICT S.C.W.A. ! 1I C RIDGE N.Y. 11961 FIRE DISTRICT CUTCHOGUE PROPOSED 3-4' CEDAR TREES w ' TOTAL PARKING REQUIRED 81 'LS, 04984+ �J SCALE: 1" =30' REVISIONS: DRAWN BY: KAK TOTAL PARKING PROVIDED 81(SEE PARKING REQUIREMENTS) -0 6- PROPOSED SIGNS F� LAND 5J EXISTING ZONING LI DATE: OCTOBER 2019 CHECKED BY: KHB USE MINI STORAGE -0 PROPOSED CAMERA ON POLE DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 1 OF 1 N , u I m, > m. r � ° •t4 , r r- F • � �. , ..y �, a e' � ,A x � .-,. 1 ¢, � Y Y Y.. � 'l �• L ry £ :s, C d I • tlitr. n , is • • all r- . ' �. , • � • �, 19 I r .. .._ a - �t1 i" .�.. � • ' . � it i a 9% i a , , , r . m, m u 3 a n }, IP 4 r ' • �v g 0 , m a r n , a' E• , 1 , e ' _Y w � I i a •`". s ,s'A. - .F > a .-•� s a � m , �dY ,, v,.. c _ w n �L�l Ilegf��* .F IrALt .. I f:. :� _ a 'i .'.,�' &r•- � ! ,„ "!b�^S it Y t ,F rt .Y ;'Yd "Yi� .r :`. .: �; , F a t ,a, _ - 'i_ _ • $ a` °`p , ywy�. ` •,�' R �'�C � y��'dk� ° i[,.,. � ,rk4 _ ,i�, '�f '��• F � Y d r , _ y■ dr J "..' 7 d 9r 4 RECEIVED Unit 2 Go r OCT 28 Z0191 Mini Storage I Southold Town Planning Board 11900 Oregon Road ' Cutchogue , NY DA A; � ® C, DiGiovanni & Associates Architects ,OX L- -- - — 26 preston avenue sea cliff, ny 11579 10 (516) 671 - 3624 "m fax(516) 759-7138 gym. m h ugym. 3 "' LAND N/F OF JEANNE M. GRACE I LAND N/F OF NORTH FORK RECYCLING /N Iq-IIO 1000-083-03-004.5 1000-083-03-004.7 (COMMERCIAL 5/TE-WELL WATER) (COMMERCIAL SITE) a OZ Um UW v1 ° m 5 4'7°01'00" E 33 — LL f LL O b'CHAIN LINK FENCE O n PROP, V FENCE 5 4624'50" E 4-13.Ig' z Z � a x x x x x x x x—X—x x x x x x x— x x x x x pZ Q gym. U a ,� 0 z b'PVC FENCE a 4 mm� U LLr x x�x x x— ~wNm \ z GATE x N x K4'CHAIN LINK FNG. ; \ / J x v \ \ L, J Q W ,wN _ \ \ 1 5 5U E D EXISTING �� 30.6' Y Lx w W -4 WATER SERVIG Q 6 \ 198•I�� \ Igb.00' 3/ /\ LIANDEANK \ 3 /I STORY FRAME ;•Egoo I a PHA E I PHA5E I + —J // ` \ 4 FF.EL.66.S I BUILDING I o BUILDING 2 \ \ �a / GO ERT EXISTING g I k PROP05ElD I STORY PROPOSED ISTORY / 6ATE W G.L.F. GA AGE TO OFFICE n x O x x x o o MINI STORAGE BUILDING �o MINI STORAGE BUILDING ,Q�1.4 SLATE GONG.WALK / 11580 SF (dr7 � J buildin�j) 11880 5f (d building) L. J 4 coN r J to 1.6'/in PATIO �\ 1 *� X FF el - 51.5 FF el = 51.5 \ IAME ' V 9\ b F.D �j . EL.60.4 x / m° NGLOSE\Lo PATIO x x PROP.WATER SERVICE WALK FC/- x � PROP. PROP. KEYPA \ \ SIGN ® x 160.00' X200.00 3 LI ANDBANK \ \ J, tp �� LU / Q II SPACES a? ASPHALT DRIVEWAY 3g 0 oP xr,,. PH E2 PH _2 _ + —� 0� RRA '00 �� „�, PROP. 0 BUILDING 3 o PROPOSEDD�I STORY I / �\ \ \ \ �R'm�\�Q Qa 0� 0 ® PROPOSED I STORY' 0 U PROP. POST 8 RAIL FENCE x KEYPAD �� MINI STORAGE BUILDIING MINI STORAGE BUILDING I / \ \ Rye' \v x x x x x x x x x x q,600 5f (dry building) I�000 5f (dry building) � J \ k 3�'v GATE F el = 5'1.5 FF 1 7.5 0 p o� \ ` \ � 0 R` o h Qo. em=u AND5GAPE \ v AREA 0 �2 3 LANDBANKED \ \ N O ro \\\ I -7 \\ 0 �m 3• � �� '�� I 200.00' 200.00' I i /\ \p \ ��oQ Q I / cn I o�mmry• Q�u \ �� 3 im PROP. SCREEN PLANTINGS PHA E _ BUH DING 6 + oz o BUILDING 5 o I / / am *I to 4 PROP05ED I STORY PROP05ED I STORY \ x �L o o I °foo N 4 °03' O" 233.52' PROP, V FENCE ri ��IL IZ o MINI STORAGE BUILDING .� MINI STORAGE BUILDING / \\ Q 12,000 5F (dry building) 12,000 SF (dry building) L J \ % GFF I 7. el 7 5 \ BLOCK RET.WALL Q FF \ J CONCRETE POTATO BARN tu r x \ / / LAND N/F OF XJF FARMS LLC 0 (COMMERCIAL SITE) I \ \ n Z I I I I I I I I I I I I I I I I I } -f`* -% I LANDBANKED SPAGE5 — — — — — — — x x x x x x x x o Z w a PROP, 6 FENCE p Z a LU ad00 z 43 f00 N 46003'00" W 560.Sq' GRAVEL DRIVE x PAINTED WOOD R E V 1 5 1 0 N 5 51ON H/ INDIRECT (2) 1'-5" x 1'-5" x 4'-6" ILLUMINATION STONE PIERS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE H/ STONE GAP1 z PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE SITE /� o J I T E PLAN (TYP) o � C�JTED. = � ... ---.�_ �+ � CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND A-I 3 ,_U n I t l� - DIMEN51ON5 AND SHALL BE RE5PON51BLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE 1-8 7 7-UNIT 2 G O \ ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. ELEVATION Unit 2 Go GOXS LANE Mini Storage . (2) I'-8" x I'-5" x 4'-6" 3'-0" x 5'-0" MULBERRY 5T. STONE PIERS PAINTED HOOD W/ STONE GAP SIGN H/ INDIRECT � 0 (TYP) ILLUMINATION 0 11900 Oregon Road - ---- oar PROJECT LOCATION o - -- - -- CUtchogue ,NY- - - _ Q TUTHILL 0 0� ROAD SITE PLAN Q Q 0 � COMMERCE � . DRIVE PGE1' MAP nt5 PLAN DEr'Or LANE RECEIVED 10/25/201 q 1--__'_-- --- DATE OCT 2 8 2019\ . 2 FREE STANDING SIGN DETAIL -f I OF I I NOTED Sou�hold Townl Planning Board DRAWN BY JV6 CHECKED BY DD r .A� , A DiGiovanni & Associates ON Architects 26 preston avenue sea cliff, ny 11579 fax(516) 6) - 3624 9-71 fax(516) 759-7138 DN Iq-I10 KITCHEN H/G FAMILY ROOM � TOILET , DINING LIVING ROOM 21'-10" � ROOM 0- 0 REF. 15141 14'-0" - 22'-I I" XL v ISSUED TT ACCESS GENERAL o ON HOFFICE AREA h h - BATHROO m n LPAROOM/ DN • BREAK LAUNORY RM ROOM r-- ------------- W D DN BEDROOM BEDROOM o BEDROOM `^ Q VE5TIBULE o 5CREEN PATIO PORCH — — — — F ON OFFICE PLAN GARAGE CONVERSION I/4" = I'-O" 2 N 12 12D FIRST FLOOR PLAN o METAL 5TANDINO SEAM A-I EXISTING DWELLING I/4" = I'-O" El ROOF I N5 (TYP.) R E VISION 5 THESE PLANS ARE AN IN5TRLKNT OF SERVICE AND ARE THE iV PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PR05ECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND i DIMENSIONS AND SHALL BE RE5PON51BLE FOR FIELD FIT AND OVANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. Unit 2 Go O Mini Storage 11900 Oregon Road 1 - - c c - _ _ - ut hogue , NY METAL 510INO (TYP) 7 FLOOR PLANS HOU5o � OH I Gc 2 SOUTH ELEVATION A-I GARAGE 0ONVER51ON 1/4" = 1'-O" 10/25/201q CE--INd// D DATE OCT 2 8 2019 A5 NOTED hold -D _F_ 5 G A L E -2 OF I Soutown Planning Board DRAWN BY JV5 CHECKED BY DD 'A A, METAL R OFING (TYP) r I I M = I I N 5 1 1 1 N 5 1 1 p 5 1 1 DiGiovanni & 4'-0" X 4' O" WINDOW WEATHER VANE (TYP) Associates �L2 IN METAL FRAME m L,2 —HEATHER A5 5ELEGQ2 Q�TED METAL STANDING SEAM (TYP. ALL SIDES) , '°g• b'o• Architects 26 [FBI ROOFING (TYP) o.H. 0. . I I I I I I 26 preston avenue 5 sea cliff, ny 11579 12 (516) 671 - 3624 1111lu MH 1111 111111 111111MImilm millimmilim M111111HIH 11 11 1 111 11 1111 1111111 TO PLATE �� fax(516) 759-7138 EL. +20'-0" EJ I I I = METAL SIDING (TYP) 1q-I10 LED WALL PACK LIGHTING Q 4 METAL LEADER5 I 6UTTER5(TYP) FIXTURE (TYP) I I I I TO 15t FLOOR TO PLATE DATUM EL. +20'-0" 111111 J EL. +0'-0" _ META 510ING (TYP) WALL PACK LIGHT 2 '-0" X 14'-0" HIGH FIXTURES(TYP) METAL ROLL UP DOORSISS 1J E D H/WINDOW5 (TYP) SOUTH ELEVATION DATUM Ist FLOOR ATUM EL. +0'-0" 20'-0" X 14'-0" HIGH METAL LEADERS d METAL ROOFING(TYP) METAL ROLL UP DOOR5 aTTER5 (TYP.) H/WINDOWS (TYP) 1 I 5 N 1 1 5 N I 1 j.2[I 2 M1212WEATHER VANE (TYP. 12 12 D 12 D 12 4'-0"°J 4'-O" X 4'- " WINDOW I 12 D A5 5ELEGTED IN METAL FRAME b.o ° (TYP. ALL IDES) METAL STANDING SEAM [Ell ROOFING(TYP) 17; I 1 I I 1 I NEST ELEVATION 3 1.1111111111111111111111 111111111111111111 111111111111111 HIM 11 11111111111 TO PLATE j 1-1k EL. +20'-0" Le I I I I I I = I DD DD DD OD DD DD �0 DD it OD DD , 1 1 I 1 METAL LEADERS I TO Ist FLOOR 6UTTER5(TYP) DATUM EL. +0'-0" WALL PACK LIGHT METAL 510IN (TYP) 20'-0" X 14'-0" HIGH FIXTURE5 (TYP) METAL ROLL UP DOOR5 H/HINDOW5 (TYP) NORTH ELEVATION A B G D E F G H Cl) J K L M N O P Q R 5 T ll 198-O' _20J-0' -20-0' -20-01 20-0" 201-0 20 O' 20 0" 20 0' 20 0' 20'-O" X, 14'-O"h 20'-0" 14'-O"h 20'-0" X 14'-O"h 20'-0" X, 14'-O"h 20'-0" X 14'-O"h 5 N ROLL UP DOOR Li ROLL UP DOOR Tj ROLL UP DOOR LJ Li 13 ROLL UP DOOR ROLL UP DOOR LD Ll 13 b --I ----- ---- - I---- -- - --I - --- I -- — --I - ------ -- (- - - -- -1-- - -- ---- - - - --- --1 -- - - 1 EX L - ---0 - --- -- ---------- METAL5IDING-(TYP) - -- - -- ----- - --- - - --- --- --- - - a 0 n LED HALL PAC K LIGHTING D4 REV 151ON5 o FIXTURE (TYP) r = I� TO PLATE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE EL. +20'-O" PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PR05ECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONOITION5 AND s DIMEN51ON5 AND SHALL BE RE5PON51BLE FOR FIELD FIT � 0 ' S'-O" I '-O" and '-O" x 5'- � p 0���000 = AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE MOVA LE 5TORA E VINI T5 — ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR 4 4 x a O x 0- 4 4 NEGLECT ON HIS PART. ry - Z:) 1 I I I 1 I I MINI 5 RAGE I 1 I (105 U IT�/TIERt TYP)1 I 1 O n p O O TO 151; FLOOR NE�] 1 ry DATUM EL. +0'-0" Unit 2 Go 20'-0" X 14'-0" HIGH METAL LEADERS 8 - ---- METAL ROLL UP DOORS GUTTERS(TYPE Minl Stora e NU wlNDowS(TYP) o g 11 900 Oregon on Road LT - -- - -- - - - - -- -- Cutchogue NY L L --------------- p __13 (P 13 4 EAST ELEVATION 20'-0" X, 14'-O"h 20'-O" 14'-O"h 20'-0" 14'-O"h 20'-O"' 14'-O"h A-2 3/32° = 1'-O" PHASE ROLL U DOOR ROLL U DOOR ROLL U DOOR ROLL ll DOOR . EUIIdIng I 20'-0' 20'-0' 20'-0" 20'-0" 20'-0" 20'-0" -:20'-0' 2q'-O" 198'-O' _ 10/25/201q ; � ��-1 V� DATE 2 FIRST FLOOR FLAN ---- BUILDING I 3/32" = I'-O" I OCT 2 8 2019 A5 NOTED l _— SCALE 3 OF � Sou,hold Town Planning Board DRP'"" BY JVB CHECKED BY DD METAL R OFING(TYP) D, AIA � I I N 5 � I I 4'-0" X 4--0" WINDOW °j � WEATHER VANE (TYP) DiGiovanni & Associates �� IN METAL FRAME `� �12 A5 SELECTED Q� �� META STANDING SEAM (TYP. ALL SIDES) , '�g" 6.0" Architects ROOFING (TYP) oH. o. . Ell I I I I I I I 26 preston avenue 5 N sea cliff, ny 11579 L2 (516) 671 - 3624 TO PLATE �� fax(516) 759-7138 EL. +20'-0" El I I METAL SIDING (TYP) Iq-I10 �L� LED WALL PACK LIGHTING METAL LEADER5 d Q 4 6UTTER5(TYPJ FIXTURE (TYP) 1 I II TO Ist FLOOR TO PLATE DATUM L+O'-O" j EL. +20'-0" E I META SIDING (TYP) WALL PACK LIGHT 2 '-0" X 14'-0" HIGH FIXTURES(TYP) 5 5 U E D METAL ROLL UP DOORS W/WINDOWS (TYP) SOUTH ELEVATION TOIst FLOOR DATUM EL. +0'-0" A-2 3/32" I'-O" � I � HIGH LEADERS d METAL ROOFI NG(TYP) METAL ROLLPDOORS GUTTERS(TYPJ W/WINDOWS(TYP.) I e N12�IVK 121D WEATHER VANE (TYP. 12D �? 4'-0" X 4'- " WINDOW 121V A5 SELECTED IN METAL FRAME b' • ° (TYP. ALL IDES) METAL G (TYP N SEAM [EllH. O.H. ROOFING (TYP,) Ell 3 NEST ELEVATION TO PLATE EL. +20'-0" I I I I I I 000 as 00 as 00 0o I�0 as � 00 00 `, METAL LEADERS d TO Ist FLOOR 6UTTER5(TYPJ I DATUM WALL PACK LIGHT METAL SIDI'Nd,(TYP) 20'-0" X 14'-0" HIGH FIXTURES (TYP) METAL ROLL UP DOORS W/WINDOWS (TYP) NORTH ELEVATION A B G 0 E F 0 H I J K L M N 0 P Q R 5 T U 198-0' 9'O' 20-0" 20 0" 20-0* 20-0' 20 O" 20 0' 20 w 201-0. 20J-0. 9'-0" 1 I ( I I I 20'-0" X, 14'-O"h 20'-0" X 14'-O"h 20'-0" X 14'-O"h 20'-0" 14'-O"h 20'-0" X, 14'-O"h 5 " ROLL UP DOOR ROLL V DOOR ROLL UP DOOR ROLL U DOOR ROLL UP DOOR LD in Q :o -- - - -I - --- ---1 --- - - - I- - -- - - - -�- -�-- --- -- I - - -I- -- ----- A —-I -- - I---EX L --------METAL-5101 -- .._.. -- - - --- -- - -- -- -- - - — - O m - -- o LED WALL PACK LIGHTING Q 4 R E V 1 5 1 0 N 5 q FIXTURE (TYP) TO PLATE AL THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE EL. +20'-0" PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE PR05EGUTED. CONTRACTOR SHALL VERIFY ALL FIELD GONOITION5 AND s o DIMEN51ON5 AND SHALL BE RE5PON51BLE FOR FIELD FIT O oO 8'-0" x 10'-0 and 0,-0" x 5'-0 p ��0000 = AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE `r MOVABL STORAGlE UNI 5 `r 0 ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR ry X O I I I I I n I I MINI STORAC E (64 UNITS TIERt - TYP) O x o o NE6LEGT ON HI5 PART. � J I I I I I � p p - TO Ist FLOOR ry ry EDL. +0'-0" Unit 2 Go 20'-0" X 14'-0" HIGH METAL LEADERS d METAL ROLL UP DOORS Mini Storage GUTTERS (TYPJ W/WINDOWS(TYP) 11900 Oregon Road 3'-8' ry g - -- m ��E LT — - - ------ -- Cutchogue , NY- -- - EAST ELEVATION 4 mA-2r I f 3 M - I ) 11 (1 ____ H 3/32" = 1'-0" 20'-0" 14'-O"h 20'-0" 14'-O"h 20'-O" 14'-O"h 20'•-0" I4'-O"h PHASE ROLLIJ DOOR ROLL ll DOOR ROLL U DOOR ROILL UP DOOR Bu I I d I I I e __2 29'-0• -20'-0" 20'-0" 20'-0' -20'-0" �0'-0' moo'o° -20'-0" 29'-0" 198'-0" 10/25/201q E:C E IE D DATE 2 FIRST FLOOR f LAN ; QCT 2 8 2019 A5 NOTED �'-I E3UILDINC� 2 3/32" = I'-O" L:Soufhold -Town S C A L E 4 OF l Planning Board DRAWN BY JVB CHECKED BY DD ri DiGiovanni & METAL ROOFING (TYP.) AssociatesAl Architects A,-- L2 WEATHER VANE (TYP L2 49 4'-0" X 4'-0" WINDOWl2L2D AS SELECTED l2D IN METAL FRAME Loll— METAL 5TANDING SEAM g. b p• (TYP. ALL SIDES) ROOFING (TYP.) O.H. ON.� 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 N 5 12 Iq-110 TO PLATE Q12 0 0 o EL.+I1 O" in , ry ii _ ---— TO Ist FLOOR 4 LED WALL METAL 51DING(TYP) METAL LEADERS d DATUM PACK LIGHTING 6UTTER5(TYP) EL.+0'-0' FIXTURE (TYP) 12 4� 9'-0" X q'-0" HIGH METAL 510INO (TYP)_1TO PLATE 0 METAL ROLL UP DOORS WALL PACK LIGHT EL. +12'-0° 1 5 5 U E D (TYP) FIXTURE5(TYP) TO Ist FLOOR DATUM EL. +0'-0" SOUTH ELEVATION A-2 METAL ROOFING(TYPE 12 5 N 12 s N WEATHER VANE (TYP) 12 2 N °j 4'-0" X 4'-0" WINDOW 3 NEST ELEVATION �D AS SELECTED 12D IN METAL FRAME A-2 METAL 5TANDING SEAM g• b.p" (TYP. ALL SIDES) [Ell ED ROOFING(TYPJ O.H. O.H. P 7 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 I I I I I_LL TO PLATE 0 0 o EL.+12-0" ' ry - _ 4 TO Ist FLOOR tj METAL LEADERS d DATUM 6UTTER5(TYPJ EL.+0'-0" METAL 510INO(TYP) q'-0" X 9'-0" HIGH METAL ROLL UP DOORS WALL PACK LIGHT (TYP) FIXTURES (TYP) NORTH ELEVATION IbO'-0" 12 x 20 12 x-20 12 x 20 10 x 20 12 x-20 IO x-20 12 x-20 12 x 20 10 x 20 12 x 20 IO x-20 12 x-20 12 x-20 12 x-0 N 5 12 R E v 1 5 I 0 N 5 LED WALL METAL 510ING(TYP) PACK LIGHTING THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE FIXTURE (TYP) 4 L2 PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE PROSECUTED. 12x75 12x93 12x75 10x73 12x75 10x15 12x75 12x15 10x93 12x'15 10x13 12x75 12x'15 12x7.5 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND TO PLATE DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT EL. +12'-O" AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR MINI 5T0RA6E _ NEGLECT ON HIS PART. TO Ist FLOOR DATUM EL. +O'-O" Unit 2 Go 12x7.5 12x73 12x93 10x73 12x75 10x7.5 12x73 12x75 10x75 11x75 10x75 12x73 12x75 12x75 Mini Storage 11900 Oregon Road 4 AST ELEVATION - Cutchogue , NY -- A 2 3/32" = 1'-0" 12x20 12x20 12x20 IO x20 12x20 IO x20 12x20 12x20 IO x20 12x20 IO x20 12x20 12x20 12x20 PHASE 2 IbOlO" Building 5 � 10/25/201q ; FIRST FLOOR FLAT � r--CE 'V DATE .2 E w` I INC 3 3/32" = I'-O" �` �' "' ! - A-I gll �p OCT 2 8 2019 ,.. A5 NOTED 5 G A L E 5 OF I Sou,G,161 I own Manning Board DRAWN BY AVB CHECKED BY DD 0 DiGiovanni & METAL ROOFING (TYP.) Associates Architects S x S x 2 N 5 x 12 �7111111 WEATHER VANE (TYPJO.H. �? 4'-0" X 4'-0" WINDOW 12 L2 12 D 12 A5 5ELEGTED IN METAL FRAMEb'o • (TYP. ALL SIDES) METAL STANDING SEAM IE 171 O.H. ROOFING(TYPE 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 N 5 1q-110 TO PLATE 12 i i i i Es.+12-0' in 97 ry 4 LED WALL METAL 510INO(TYEE P) - -- - - To Ist FLOOR Lf PACK LIGHTING METAL LEADERS d DATUM 6UTTER5(TYP) — EL.+0'-0" FIXTURE (TYP) 12 iiiijiflilm7i 4MIN (� 1 .. j � METAL 510ING(TYP)_jTO PLATE 1'-0" X q'-O" HIGH EL. +12'-0" 1 5 5 1J E D METAL ROLL UP DOORS WALL PACK LIGHT (TYP) FIXTURE5(TYP) TO Ist FLOOR DATUM SOUTH ELEVATIO EL. +0'-0" I'LL 1111 1� 1� 111111111 11 A 2 3/32" = r-O" METAL ROOFING(TYP) 12 12 5 N 12 5 N WEATHER VANE (TYP) 12 12 t x �? 4'-O" X 4'-0" WINDOW 12 12 5 N NEST ELEVATION D D A5 5ELEGTED D IN METAL FRAME D 3 g• b'0-- (TYP. ALL 51DE5) METAL 5TANDIN5r SEAMIm A-2 3/32" = 1'-0" O.H. O.H. ROOFING (TYP) TO PLATE ry TO Ist FLOOR Lf METAL LEADERS t - DATUM 611TTER5(TYP) i 77 METAL 510ING;TYP) q'-0" X q'-0" HIGH METAL ROLL UP DOORS WALL PA(K LIGHT (TYP) FIXTURE5 (TYP) NORTH E L E\/ATI Oil -200'-0" 12 X20 12 x 20 12 x 20 12 x 20 12 X20 12 x 20 12 X20 IO x 20 12 x.20 IO x.20 12 x 20 12 x 20 12 x 20 12 x.20 12 x.20 12 x 20 12 X20 N 5 E[E 12 R E V 15 1 0 N 5 LED WALL METAL 510ING(TYP) PACK LIGHTING THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE FIXTURE (TYP) 4 PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. 12 x 75 12 x 1.5 12 x 75 12 x 15 12 x 15 12 x 75 12 x 75 10 x 75 12 x'15 10 x'15 12 x 75 12 x 75 12 x 75 12 x 75 12 x 75 12 x 73 12 x 73 CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND TO PLATE DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT EL. +12'-0" AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. MINI 5TORA5E TO 151: FLOOR -- DATUM EL. +O'-O" Unit 2 Go 12x75 LUx75 12x'15 12x75 12x75 12x75 12x75 10x7S 12x'15 10x73 12x75 12x75 12x'15 12x75 12x75 12x75 I2x73 Mini Storage 11900 Oregon Road - - - - ---- - - --- - EAST - ELEVATIOil -- Cutchogue , NY 4 A-2 12x20 12x20 12x20 12x20 12x20 12x20 12x20 IO x20 12x20 10x20 12x20 12x20 12x20 12x20 12x20 12x20 12x20 PHASE 22 200101 Building 4 10/25/20H 10If RE Q E I ki tD 2 FIRST FLOOR f=LAN DATE 0 CT 2 8 2019 A5 NOTED. . A-1 BUILDING 4 3/32" = 1'-O" So � - SCALE6 urhold Town OF l Planning Board DRAWN BY JVB CHECKED BY DD DAA, DiGiovanni & METAL ROOFING (TYP) Associates Architects 5 N 5 N 2 N 5 N L2 12 WEATHER VANE (TYP 12 °j 4'-0" X 4'-0" WINDOW � 12D L2D AS SELECTED �� IN METAL FRAME 12D a• b'o• •'D (TYP. ALL SIDES) METAL STANDING SEAM 26 preston avenue LEO] o.H. o.H. ROOFING (TYP) sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 N 5 L2 1q-110 TO PLATE Q in _ TO Ist FLOOR LED WALL METAL 51DIN6(TYP) METAL LEADERS! - — DATUM PACK LIGHTING 60TTER5(TYP) --- ------ -- - -- - ----- EL.+0'-0' FIXTURE (TYP) 4 12 METAL SIDING(TYP) q'-0" X q'-0" HIGHj,OQ j TO PLATE METAL ROLL UP DOORS WALL PACK LIGHT - EL. +12'-0" (TYP) FIXTURES(TYP) ISSUED 1 TO Ist FLOOR DATUM EL. +0'-0" SOUTH ELEVATION A 2 1'-O" METAL ROOFING(TYP) S X S N Z N S N 12 D L2 t2 D 4-0" X 4-0" WINDOW L2 NEST ELEVATION L L2 L2 WEATHER VANE (TYP) 12 �? ' A5 SELECTED IN METAL FRAME 3 g• 6'o' • ° (TYP. ALL SIDES) METAL STANDING SEAM o.H. o.H.� ROOFING(TYP) Full A-2 I'-O" I TO PLATE EL.+12-0' in n _ 4 TO Ist FLOOR METAL LEADERS d DATUM GUTTERS(TYP) EL.+0'-O' METAL 51DINO(TYP) q'-0" X q'-0" HIGH METAL ROLL VP DOORS WALL PAGK LIGHT (TYP) FIXTURES(TYP) NORTH ELEVATION 200'-0' N s 12 -- - -- -- - -- --- - -- - ---- - - - - - -- - - -- a 12 R E V 1 5 1 O N 5 LED WALL METAL 5101NO(TYP) PACK LIGHTING THESE PLANS ARE AN IN5TRUMENT OF SERVICE AND ARE THE FIXTURE (TYP) 4 PROPERTY OF THE ARCHITECT.INFRINGEMENT5 WILL BE PR05ECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND TO PLATE DIMEN51ON5 AND 5HALL BE RE5PON51BLE FOR FIELD FIT EL. +12'-0" AND QUANTITY OF WORK.NO ALLOWANCE 5HALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON H15 PART. o g o TO Ist FLOOR DATUM EL. +0'-0" Unit 2 Go Mini Storage 11900 Oregon Road Cutchogue , NY -- 4 EAST ELEVATION PHASE 5 Building 5 $ 6 -2001-0• 10/25/201q Alm-( F I RST FLOOR FLAN ��ECEIED�' DATE 2 A-1 BUILDING 5 6 5/32" = I'-O" � -� OCT 2 8 2019 A5 NOTED 5GALE l OF l L Southold Tovv DRAWN BY J\/5Planning Board [CHECKED BY DD i 15'-0" (FIRE GATES) SEE PLAN FOR APPROPRIATE 16'-0" (ENTRY GATES) CASTING �� DOUBLE SWING GATE 4" CONCRETE COVER F.F. EL. 66.3 CLEANOUT FIN. GRADE EL. 62.0 FINAL GRADE WHERE APPLICABLE EL. /- CONCRETE BRICK WITH 64.7 MORTAR & 1/2 P.C. MORTAR \ #5 BARS 0 6" EACH WAY aE X6" PVC ROOF DRAIN TD RA 12" ADS SEE PLAN & STRUCTURE C.I. „ in N t/8 IN1, N ON \"Opp N-12 SCHEDULE FOR MORE INFO. PIPE 63.3 63. 4., EL. 62.6 OREG J oo I 2' 12' MIN. 62.5 EL. ❑ ❑ ❑ ❑ C0� w I MIN. 62. S >oa I STORM I f 9 �z I EnL DRAIN 3'-0" WIDE SAND & GRAVEL ❑ 0 ❑ ❑ wa I ®®� RING I COLLAR ALL AROUND SEPTIC TANK LL-0-1 ®®M. ww I ®®®®' I LEACHING POOL EL. 50.6 twn I •:: � I ®®®®�� T •�I I BACKFILL WITH COARSE SAND & GRAVEL GATE ST❑P I I I ®®®®®®� CHAIN LINK FENCE GATE GROUNDWATER EL. 5'f=� Ll ®®®®®®®® GROUNDWATER N SCE:DRAINAGE:CALCS. SANITARY CROSS SECTION SYST. "A" N.T.S. SANITARY CALCULATION A \ / CLEANOUT � DRYWELL F.F. EL. 60.9 EL. FIN. GRADE EL. 60.4 DESIGN FLOW 60.8 AREA OF SITE = 5.7199 ACRES \ \ \ \ \ \ ARTICLE 6 ZONE DESIGNATION = IV p� ✓\� r\� i ALLOWABLE FLOW PER ACRE = 600 G.P.D. 0 � N EXPANSION JOINT r\ x TOTAL ALLOWABLE DENSITY = 5.7199 AC'S x 600 G.P.D. = 3432 G.P.D. Of 0 MIN. H T PROPOSED DENSITY: �y2 �'-' CONTRACTION 1/4„ 1' (1) SINGLE FAMILY DWELLING = 300 G.P.D. F a `r JOINT ; 6" REINFORCED " t N MIN. N 797 S.F. NON-MEDICAL OFFICE 0 0.06 G.P.D./S.F. = 48 G.P.D. EXPANSION JOINTS C.I.CIL. 1/8 1' 69,600 S.F. STORAGE WAREHOUSE 00.04 G.P.D./S.F.= 2784 G.P.D. CONCRETE APRON PIPE 58.7 EL. 4„ EL. 58.0 TOTAL PROPOSED DENSITY = 3,132 G.P.D. o \EXPANSION W/ 6"x6" 6/6 NWM I 58.4 3,432 G.P.D. ALLOWABLE > 3,132 G.P.D. PROPOSED JOINT / ' I 1 1 2' 2' 12 MIN. 57'9 EL. ❑ [� ❑ SYSTEM No. "A" SINGLE FAMILY DWELLING ONLY n MIN. 57.7 DESIGN FLOW ❑ O ❑ ❑ 3 BEDROOM HOUSE 1895 S.F. = 300 G.P.D. �Q �y�✓�� EXPANSION MIN. WIPTH 24 EXPANSION 12" PAVED BASEMENT STORAGE & MECHANICAL = 987 S.F. PO JOINT JOINT 2'-6" 4'-0" SEPTIC TANK O MIN. WIDTH 30' DRIVEWAY EL. 44.0 SEPTIC REQ. CAP.NK 300 G.P.D. x 2 DAY FLOW = 600 G.P.D. A LEACHING OOL PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. PLAN SECTION A-A 1-1/2" 1-1/2" ASPHALT BACKFILL WITH COARSE SAND & RAVEL LEACHING POOL CONCRETE APRON DETAIL GROUNDWATER EL. 5't REQ. SIDE WALL = 00 G.P.D. - 1.5 G.P.D./S.F. = 200 S.F. 1 EFFECTIVE DEPTH REQUIRED 200 S.F. - 25 S.F.,/V.F. = 8 V.F. USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH � KEY MAP EL. 57.3 CROSS �v SYS--- ,BY McDONALD GEOSCIENCE 04 ° ° " ° SANITARY CROSS SECTION SYS "B" SYSTEM No. "B" NON-MEDICAL OFFICE & STORAGE o�G 7/8/2019 \ ° .° o °BINDER COURSE° ° ° DESIGN FLOW VARIANCE REQUESTED FOR REDUCED SANITARY SYSTEM OQ ° ° ° N.T.S. SIZING BASED UPON WAREHOUSE AISLE-WAY ONLY Q SCALE: 1" = 600' BROWN ° ° ' ° ° ° NON-MEDICAL OFFICE SPACE = 797 S.F. x 0.06 G/S.F. = 47.82 G.P.D. Qp LOAM(OL) WAREHOUSE (AISLEWAY ONLY) 23,200 S.F. = 928 G.P.D. �\ RCA BASE COURSE TOTAL REQ. CAP. = 975.82 G.P.D. BROWN o SEPTIC TANK SILT(ML) SANE REQ. CAP. = 975.82 G.P.D. x 2 DAY FLOW = 1951.64 G.P.D. oma' Coy - - \/\//\/\/ /\/�/\//\/\/i\/�\/�\/��/�\/i\/�� PROVIDE 1-10' DIA. 4' LIQUID DEPTH = 2000 GAL. CAP. PALE a o _ �- STABILIZED, COMPACTED SOIL BSROWN o o,� �� LEACHING POOL TYPICAL SECTION - ASPHALT PAVEMENT REQ. SIDE WALL = 975.82 G.P.D. - 1.5 G.P.D./S.F. = 650.55 S.F. SAND(SM) �v oM EFFECTIVE DEPTH REQUIRED 650.55 S.F. - 25 S.F./V.F. = 26 V.F. / \ USE 2-8' DIA. 14 V.F. EFFECTIVE DEPTH II LAND N/F OF JEANNE M. GRACE / LAND N/F 10 NORTH FORK RECYCLING INC. 0' \ 1000-083-03-004.5 / / // I 1000-083CIAL SITE) PALE o,� (COMMERCIAL SITE-WELL WATER) (COMMERCIAL S1 TE) 5� / / _ FINE° TO � \� w � � d / i / oZ ciM �w MEDIUM roo ' " PROP. 6 FENCE S 46 24 50 E / �• ,� i4 \ S q-/ 0� 00 E x_ _ 337.$6 TW 62.0 N • ' " N / / i / 473.��/ TW 2 6' CHAIN LINK FENCE w o ci z x SAND(SP) O 3 0' \ " 2) - �- ) - - - - -6zPROP. WALL P(57.2) X - - - - - - - �57.2� - - - -d e(57.2) 5 2) // P(57 2) - �� 0 E E ,�oo c�i P 57.2 - -r� �+ v 36" E ^-�-x x x x 15"SPLIT O - tl i n v - 6' PVC FENCE a "x ` -- - / \ MAPLE o x� x N x 4' CHAIN LIf K FNC. PINE 3 E w /1 SYSTEM No. 3 SYSTEM No. 4 /^ w �� SYSTEM No. 5 SYSTEM /6 /^ w �, \ ` IT o a C1i �ArE ? I r� P(5 0) P(57I0) \ - - - - -56- C14 I cn D.W. EL. (56.7) D.W. EL. (56.7) D.W. EL. (56.7) D.W. E� (56.7) / w o �� 3 E)�ISTING w I tix SANITARY lylx U \ J 0 D \\ TO1 BE INGROUND xw Q / NO WATER ENCOUNTERED a �* ' z J r^ P(5T2) P 57.21 - - - R P(5 .2) / /� 3 LANDBANKED \ \ 3 RES REMOVED POOL V) ^ or1c. PROPS Y w Q N _ - ^ TEST HOLE EXISTING 30.6 EXP. r REMO E Z PINE w ` � 2 0.00' - r 200.00 g r7 Q 1 i ' \ I _ Vv Q WATER SERVICE UNKER Z x n W L' a �a T A x=/ Y / ° 60- - - - - - - - _ _ ! � /� o_ � BRICK z o N m m ca °o (SYST.3 SYST. 4 1 SYST. 5 ) U i ) ( ) • i ( ) (SYST. 6 sTEPs a M PROP. 4o.sx4ls �� 'b o � ' PROPOSLD 1 STY. / 00. - ` l PROPO D I -S-Tf- - - - - - -a R.O. "' o AWL • • L.P. WD. DECK 24" CONVERT �x MINI STOR GE BUILDING SYSTEM No. 7 � z \ MINI S (�R�GE BUILDING v c+ h v o w Z TO BE / x PINE �Z QIP OP.` D TO OFFICE /. 1 0- PH�SE 1 D.W. EL. _C56-7)- o PH SE 1 / m� 2Q0KLMU) \ s' 16.0T. ,� GATE x 4 C.LxF. / SPACE a I y� 1 F. EL757 3� SLABT (0 F EL. 5-3 SLAB _ _ - � � �a � � 1 � -0 GJO� io ri CON C. WALK • PROPS ax 'J6°. i �- ' i 12,000 S.F. c� v / " COST BRICK of 1.4 SLATE SYSTE�1 NO. 2 12,000 S.F. 4 n N ^� \ A W' EL. (56.5) I (DRY BUILDING) �I r I (DRY BUILBING) (� I x � 20 16' \ - 1 STORY • S.T/ c STEPS PATIO M ^ (SYST. 10) SYST. 11) (SYST. 24) � O R.O. tO o \ FRAME N n�t M / C4 GARAGE S�T� '�"^ - - (SYST. 8) j (S ST 9) (SYST. 13) N \ V Q .0' s.s o \ ¢ 797 S.F. PROP � ,J� ^ X E / \ io o o ) / / G.F.EL. 60.9 L P r\ �x 57.2 N g / SYSTEM No. 24 cri tO 'n i;¢ v (SLAB) • �• rn $i r Or 35.0' / / `° _6a - - 21.6' ^w \- 0 30.3' xU) 6 (5 .2) P(5T7}% D.W. EL. ( .6) l , or 48 �1'ROP. SIGN N X - - \ _ x x CONC. PROP. o rrI � ' F�SYSTEM No. 9 I ^/ ' �/ SYSTEM No. 11 1 \ \ / CO w PROP. wA>Ex sazvl WALK D.W. EL. 56.7 D - 24 S.F. MAX. a x L.P. w / R D.W. EL. (56.7)/LR / / SYSTEM No. 12 w / R'/ / ( )/ R / w n' r _ - r PER SIDE Ki / 19 �- r`' �� • • N • / P(5 0) • r� 1 ' MAX. HEIGHT P 6 5) / 9" / PINE x - - P(5I'.0) ` • �� ` D.W. EL. (56.7) o o \ N N AP - �9p - - - `/ /SYSTEM No. 8 / / / / SYs3{EM No. 1 )SO' '� 10"SPLIT / \ / O PINEPLIT ROP. - - R ( ) R / I R 3 LANDBANKED - D.W. EL. 56.7 J/+ /'6.W. EL. (56.7) \ "\ PINE eti \ o EXP �- P 5 .2 - � _ P 572 3 Q� / � � \ 9. , �. L ® a x � � ,� N 160 0' N N // 20q.00' I• 1 LO O P(62.5) 11 SPACES a PROP0 Ln En Of . ( � RIDGE i LO , 1 / = P 59. P 57.8) ,g6 I� 1 \ h� 1 ¢o KEYPAD / D m v /! / �Q O QO O , i (SYST. 8) i (SYST. 9) (SYST. 12) i �� Q ry ASPHALT DRIVEWAY/ o s x m J m I i ' [� - PROPO�ED 1 STY. srsr. lo) (srsr. 11) / s `C oy PROPOSED 1 ST / \ \V SYSTEM o. t - - MINI STORAGE BUIL ING - 2 �� a / / P(57.2) - n - - MINI STOR GE BUILDING / o PHASE 2 - - - - 0' \ \ o Q J OQ` a 6-R2 / D.WIEL. 59.3 - - -4- o PH SE 2 O�ikJ 24 a / PROP. .� r 1s" 16" 6o MAPLE oocw000 / x KEYPAD C1 D.W. EL. F' "� V MAPLE CHERRY /PROP. POST & RAIL FENCE 9" / ® �F F. EL. 57.3�SLAB) I ' �•F• ; � 1�� / l X cb v1 Q x x-.� x x x x X-7--x r�-�--x SYSTEM No. 13 �7 9,600 S•F• U �w � Q$•� ' // GATE d // � ' ' D.W. EL. (56.4) n (SYST. 14) I (DRY BUILDING) (sYsT.ss (SYST. 3) ((56.7) ^ (SYST. 16) /I� .( ' Y BUILDING) (SYST. 17) I (SYST. 25) \ \ 1����� Q J % /,\�' / R1 m 1541 N N \ / 0 Q\ O� � Q / Ji X // } /• 1 x 54.7 N � Ek / / � I N n \ Q � � 1- No 25 35.0' s2 i n 0 �D.WSYSTEIL. (556�� P(512) SYST.No.15 7 2 P(57.2) / P(512) LANDSCAPED / // / ) ( ) / SYSTEM No. 17 F \ \ 00 AREA ��$ / T" - - - _ R �D.W.EL.(56.7 �l W / D.W. EL. (56.7 R c,, o X00. ao o; O '� X / / v• P 5 0 /• / SYSTEM No. 23 I ( ) I4 / �• � P(510) • � N 0 \ 2 ( � ) c / D.W. EL. (56.7) / / o x r / r / SYSTEM No. 16 /� \ --0 ,oa Q x ST.No.1411P �� I Ij' D.W. EL. (56.7) r•sy y�� _ - / // RIDGE / P 7.2 I R DIM EL.(56.7) 5� R .. P 57.2 i1- 1 P 7 P 5712 3 LANDBANKED \ \ a / a //l\ �G� ( � - / / N c4 , / / 200.00 I: I - 7 / N� �� 200.00 I v I I v o \ + / GO I HEREBY CERTIFY THAT THE WATER SUPPLY(S) // (SYST. 13) (SYST. 14) (SYST. 15) (SYST. 23) (SYST. 16) (SYST. 17) o °j� / ND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS _ 0� V I I / \ PROJECT WERE DESIGNED BY ME OR UNDER MY �\ N (PROPOSED 1 STY. I - _ - - - - - - -52 PROPOSED 1 ST�. \Q MINI STORAGE BUIL ING ?4 / DIRECTION. BASED UPON A CAREFUL AND �'j / =M / PROP. SCREEN PLANTINGS Mlyl STORAGE BUILDING / 0' \ Q. / THOROUGH STUDY OF THE SOIL, SITE AND � I / \ o i PHAS - �� j o PHASE 3 2 \ e / GROUNDWATER CONDITIONS, ALL LOTS, AS ` �0 �/� w - - - - .� -F. EL� 7� SLAB X^ o Q0, / PROPOSED CONFORM TO THE SUFFOLK COUNTY ^' Z 1�SYSTEM No. 22 - - - F.� EL�. 573 SLAIT D.W. EL. co 12 00 S.F. x DEPARTMENT OF HEALTH SERVICES CONSTRUCTION a b co`�J moo tO N 4 •03' 0" 233.52' PROP. 6' FENCE � ' Z woD.W. EL. (56.7) / 12,000 S.F. ((56.7) \ 2 •Q. / STANDARDS IN EFFECT AS OF THIS DATE. I= a Y UI DING \ BLOCK RET. WALL / ( Q U ` * 1 YST.18 X (DRY �UI sDIN$G) n SYST. 19 N N X09 (DR L ) N * / ) ( ) ( ) (SYST. 20) (SYST. 21) \ h ^o, � p ^ r- x E \ / ,h 10/9/2019 Ln ho J I POTATO BARN CONCRETE / CID *w io / 0 35.0 0_ r \ \ // // CONSULTING ENGINEER v� aX° / v~) N / v , a \ / SIGNED THOMAS J. BECKMAN, P.E. 4�0, cd / rrj o o P(57 2 R 'P R1814 by / / I` t0 u�i / t I// P(57.2)I X \ \ ' // // SUITEMDIDDLE COUNTRY ROAD LAND N/F OF WJF FARS LLC ;n I / t! R \ _ x L 1000-083-03-005.2\ P7 0 / R <S�STEM '� RIDGE, N.Y. 11961 (COMMERCIAL SITE) \ d" zo / c i ` ' SYSTEM No. 18 SYSTEM No. 19 ` • l / No. 20 SYSTEM No. 21 `�� - - - - - � `\ - / / \ °- � \ / M / D.W. EL. (56.7) I D.W. EL. (56.7) 16 LANDBANKEDISPACES I D.W. EL. (56.7) - -52- -D_W. E�(56.Z} - - r� DEPARTMENT APPROVAL Z I to SYSTEM No. 26/'� / \ � � I I I `` I (5 2) I I I P(5712) I P(5712)1 I ROP. WALLI I / P(57 2)I ( I I P(57' (57 D.W.) EL. (55.2)`` -ss- �z w _ _ _ _ TW 52.2 PROP. 6' FENCE / / TW(52.5) q , - TK54.0) / o o z r ��o ` ir TW(52.2) � � � _ Z 1A/ - - - - - 1,/ n / � � / E�ooLO -I-46.03'00• rY C \ - GRAVEL DRIVE 560.89 NOTES: Ln LO N 1. MINI STORAGE BUILDINGS DO NOT CONTAIN PARKING REQUIREMENTS- POTABLE WATER OR SANITARY FACILITIES. / \ / SPACES 2. SOLAR PANELS TO BE INSTALLED AS OFFICE SPACE = 797 SDWELLING SPACE �) 2 SPACES RECEIVED �D PART OF PHASE 3 LAND N/F OF F. MCBRIDE & SONS r- 3. r---- 3. ALL MINI STORAGE BUILDINGS ARE ON SLAB MINI STORAGE SPACE = 69,600 S.F. = 1000 = (69.6) 70 SPACES 1000-083-03-006.1 x PARKING SPACES REQUIRED= 80 SPACES (LANDSCAPING & CULTIVATED FIELDS) OCT 10 2019 LANDBANKED PARKING SPACES PROVIDED = 61 SPACES Southold Town DRAINAGE CALCULATIONS PARKING SPACES PROVIDED = 20 SPACES TOTAL PARKING SPACES PROVIDED = 81 SPACES Planning Board SYSTEM No. 1 SYSTEM No. 13 PAVT. AREA = 7104,0 S.F. x 100% x 2/12 = 125 CU. FT. PAVT. AREA = 8600 S.F. x 100% x 00% = 1433 . . SITE DATA ESTIMATE OF QUANTITIES LEGEND PRELIMINARY SITE LAYOUT GRASS AREA = 10,000 S.F. x 2/12 x 15% = 250 CU. FT. ROOF AREA = 2490 S.F. x 2/12 x 100% = 415 CU. FT. TOTAL REQ. CAP. = 1440 CU. FT. TOTAL REQ. CAP. = 1848 CU. FT. AREA OF SITE 246,159 S.F. COBBLESTONE CURBING NONE USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. USE 2-10' DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. EXIST. FLOOR AREA OF BLDGS. (PHASE 1) 2,6 93 S.F. CONCRETE CURBING NONE SYSTEM No. 2 SYSTEM No.s 14 & 15PROPOSED HANDICAP PARKING STALL OREGON WAREHOUSE STORAGE PAVT. AREA = 8595 S.F. x l00% x 2/12 = 1432 CU. FT. PAVT. AREA = 1856 S.F. x t00% x 2/12 = 309 cu. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 1) 24,000 S.F. ASPHALT PAVING 110,795 S.F. .� �. USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. ROOF AREA = 3480 S.F. x 2/12 x 100% = 580 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 2) 21,600 S.F. WALKS NONE /• PROPOSED DRY WELL SITUATED AT SYSTEM No.s 3.4.5.6.18.19.20 & 21 TOTAL REQ. CAP. = 889 CU. FT. USE 1-10 DIA. 14 V.FT. = 958 Cu. FT. ACT. CAP. FLOOR AREA OF PROP. BLDGS. (PHASE 3) 24,000 S.F. FENCING 2862 L.F. CUTCHOGUE PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 Cu. FT. TOTAL AREA OF BUILDINGS 72,293 S.F. DRYWELLS SEE DRAINAGE CALCS. W- PROPOSED WATER SERVICE ROOF AREA = P. = S.F. x 2/,2 x 100q = 500 CU. FT. SYSTEM No. 22 TOWN OF SOUTH OLD, SUI FFOLK COUNTY, NEW YORK TOTAL REQ. CAP. = 1050 CU. FT. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 cu. FT. TOTAL EXISTING PERCENT OF LOT OCCUPANCY 1.09% 3'-4' CEDAR TREES 67 TREES R - PROPOSED ROOF DRAIN LINES USE 2-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. USE 1-10' DIA. 8 V.FT. = 547 CU. FT. ACT. CAP. TOTAL PROP. PERCENT OF LOT OCCUPANCY 29.37% S.C.T.M. 1000-083-03-005.3 SYSTEM No. 7 SYSTEM No. 23 AREA OF LANDSCAPING 62,893 S.F. OR 25.55% E - PROPOSED ELECTRIC PREPARED BY: PREPARED FOR: PAVT. AREA = 4530 S.F. x 100% x 2/12 = 755 CU. FT. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 CU. FT. AREA OF BUFFERS - USE 1-10' DIA. 8 V.FT. = 547 CU. FT. ACT. CAP. ROOF AREA = 2550 S.F. x 2/12 x 100% = 425 CU. FT. AREA OF WALKS 178 S.F. TW(103.0) PROPOSED TOP OF WALL ELEVATION KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC TOTAL REQ. CAP. = 1180 CU. FT. OF NE(N 1' P.O. BOX 946 SYSTEM No.s 8.9,10.11.16 & 17 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. AREA OF PAVING 110,795 S.F. P(100.0) PROPOSED PAVEMENT ELEVATION �� O SURVEYING AND LAND PLANNING PAVT. AREA = 2560 S.F. x 100% x 2/12 = 427 Cu. FT. SYSTEM No.'s 24 & 25 SCHOOL DISTRICT MATTITUCK �P -\N BFc �' CUTCHOGUE, N.Y. 11935 ROOF AREA = 4800 S.F. x 2/12 x 100% - �,� '� 1814 MIDDLE COUNTRY ROAD Soo CU. FT. PAVT. AREA = 7070 S.F. x 100% x 2/12 = 1178 Cu. FT. POSTAL DISTRICT CUTCHOGUE �" * SUITE D EXISTING TREES = , TOTAL REQ. CAP. = 1227 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. �t cu J= ��2 USE 2-10' DIA. 9 V.FT. = 1232 Cu. FT. ACT. CAP. WATER DISTRICT S.C.W.A. Yti�r�� RIDGE, N.Y. 11961 TOTAL REQ. CAP. = 1388 CU. FT. I SYSTEM No. 12 USE 2-10' DIA. 11 V.FT. = 1505 Cu. FT. ACT. CAP. FIRE DISTRICT CUTCHOGUE PROPOSED 3-4' CEDAR TREES REVISIONS: �'`°` ''�' ' SCALE: 1 =30 DRAWN BY: KAK PAVT. AREA = 4500 S.F. x 100% x 2/12 = 7501 CU. FT. SYSTEM No. 26 TOTAL PARKING REQUIRED 81 REV. 9/19/2019 819-19853 ROOF AREA = 2400 S.F. x 2/12 x 100% = 400 CU. FT. PAVT. AREA = 8700 S.F. x 100% x 2/12 = 1450 CU. FT. TOTAL PARKING PROVIDED 81(SEE PARKING REQUIREMENTS) -a-� PROPOSED SIGNS \ REV. PER SCDHS 9,/24/2019 TOTAL REQ. CAP. = 1150 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. EXISTING ZONING LIDATE: MAY 2019 REV. PER SCDHS 10/9/2019 B19-19916 CHECKED BY: KHB AN USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1660 CU. FT. USE MINI STORAGE PROPOSED CAMERA ON POLE �U LO S USE 2-10' DIA. 13 V.FT. = 1779 CU. FT. ACT. CAP. DRAWING: BB19-19573.DWG JOB No. B19-19608 SHEET: 1 OF 1 I " 15'-0" (FIRE GATES) SEE P LNFOR EXPANSION JOINTS REINFORCED 16'-0" (ENTRY GATES APPROPRIATE M CONCRETE APRON CASTING 1 1/2" W/ 6"x6" 6/6 NWM DOUBLE SWING GATE , FINAL GRADE [4" CONMERE MERE CRETE COVER ER it CONCRETE BRICK WITH a MORTAR & 1/2 P.C. MORTAR S�. ' #5 BARS ® 6" EACH WAY •� •a• 2'-6" 4'-0" 12" PAVED _• DRIVEWAY 6" PVC ROOF DRAIN SEE PLAN &I 'n RAT TT) RUCTURE 12" ADS SCHEDULE FORMORENFO. SECTION A-A N-12 U 0_J ' A �'c I STORM I I N ROPO ( vz IL DRAIN I 3'-0" WIDE SAND & GRAVEL OR�G° WIDTH OF PAVEMENT w o I I Q RING i 7.1 COLLAR ALL AROUND CO w I o I P +s� EXPANSION JOINT °' I F` 4" .P•,..% .• UL `` a ! GATE STOP " I I I En ui .� CONTRACTION I I I I GROUNDWATER N .' '. SEE:DRAT : JOINT I o EXPANSION r CHAIN LINK ENCE GATE JOINT � DR LL � a i i EXPANSION MIN WIDTH 24' EXPANSION JOINT JOINT MIN. WIDTH 30' R=1" PLANA GRADE CONCRETE APRON DETAIL 0 ADJACENT �� 1-1/2" 1-1/2" ASPHALT r PAVEMENT 7777777 < ° ° 011 SANITARY CALCULATIONS ° o °BINDER CoURSE° o°: ' ROLLED ASPH. CURB DETAIL DESIGN FLOW ° AREA OF SITE = 5.7199 ACRES 0 ARTICLE 6 ZONE DESIGNATION IV ALLOWABLE FLOW PER ACRE _'600 G.P.D. �t RCA BASE COURSE DENSITY = 5.7199 AC'S x 600 'G.P.D. = 3432 G.P.D. TOTAL ALLOWABLE F DEPARTMENT APPROVAL I HEREBY CERTIFY THAT THE WATER SUPPLY(S) DESIGN FLOW OFFICE SPACE = 797 S.F. x 0.06 GS.F.= 47.82 G.P.D. KEY MAP iiiiiiii��i��� ,�i��i�15 �i� AND/OR SEWAGE DISPOSAL SYSTEM(S) FOR THIS / Q- STABILIZED, COMPACTED SOIL PROJECT WERE DESIGNED BY ME OR UND�R MY 3 BEDROOM HOUSE . CA S.F. = .82 G.P.D. `G TOTAL REQ. CAP. 347.82 G.P.D. p TYPICAL SECTION - ASPHALT PAVEMENT v + A A'c DIRECTION. BASED UPON A CAREFUL AN SEPTIC TANK oP CO/� L.C'1N THOROUGH STUDY OF THE SOIL, SITE AN REQ. CAP. = 347.82 G.P.D. x 2 DAY FLOW = 695.64 G.P.D. SCALE: 1" = 600' - ' - GROUNDWATER CONDITIONS, ALL LOTS, A PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. EL. 57.3 PROPOSED CONFORM TO THE SUFFOLK COUNTY UNTY LEACHING POOL BY McDONALD GEOSCIENCE �o DEPARTMENT OF HEALTH SERVICES CONSTRUCTION REQ. SIDE WALL = 388.38 G.P.D. _ 1.5 G.P.D./S.F. = 258.92 S.F. 7/8/2019 0"' STANDARDS IN EFFECT AS OF THIS DATE. EFFECTIVE DEPTH REQUIRED 258.92 S.F. _ 25 S.F./V.F. = 10.4 V.F. BROWN `� �o ' USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH LOAM(OL) o i BROWN o / SILT(ML) LAND N/F OF JEANNE M. GRACE SIGNED THOMAS J. BECKMAN, P.E. ' CONSULTING ENGINEER /X62/ PALE \ 1000-083-03-004.5 / I (COMMERCIAL SITE-WELL WATER) 1814 MIDDLE COUNTRY ROAD " LAND N/F 1000-08,5-03-004.7 NORTH FORK RECYCLING INC. BROWN o �o,� SUITE D / / / / oma '/ / /// !(COMMERCAL SITE) SILTY �r �6 Sg �. \ o � RIDGE, N.Y. 11961 SAND(SM) S 47.01'00" E x_ - _ ' o _ PROP. 6' FENCE S 46.24'50" E / / / / / 473.1 '/ // Em 0 6' CHAIN LINK FENCE c 337.86 Tw 62.0 N N ? - - _ TW o Z ° a, w _ s' PVC FENCE 00 �- 04 P(57.2) ' - P(57.2) i - - - - - --62PROPlWALL P(57.2) K - - - P(5 „2�- - - - P(57.2) , 5 2 // P 57 2) h20 PALE r 36• _ �x x x x d 15'SPUT �x - � � - - - -� - - - -- - - �/ , i / ` - - - - - - - - - � X BROWN �O h MAPLE - �\ 3o -x"I x N x 4X CHAIN LINK FNC. PINE 3 \\ - - - i I _ FINE TO OQ o ,`n ��� �A� E� I F N v /^� SYSTEM No. 3 P(5jo) SYSTEM No. 4 /-)l �LA SYSTEM No 5 P(510) SYSTEM yo�6 /^� ��, / � \ \ - MEDIUM o .� tx r ExISTING I i w p • D.W. EL. (56.7) D.W. EL. (56.7) w I • D.W. EL. (56.7) D.W. EL- (56.7) • / �,, -56- ui V v < solNITARY wx o R R I - - SAND(SP) �? \ T0�BE INGROUND x�, I U w a I - ' 3 LANDBANKED \\ �O 3 REI�1 oNVEO PROPd POOL w Q N P(5 .2) P 57.2 _ - - �+ �`C P(5 .2) / R EXISTING 30.6' TO BE 17" LA- 3 / SERVICE QUNKER EXP. to TO I z PINE 1 r - - N N i / N Uj \ W � ax t / v 210.00- WATER n ' 200.00 / C9� n x z I Q O Q 60- - ' i i/ .�� �o0 3 1 �\ BRICK a o ,c ` a Y - - o_ / 0_ ' o_ 4 O Q \ \ V STEPS <z o co - U 1 i G7 (SYST. 6) 2 - n SYST.3) (SYST. 5) \ 0y R.O. rnJ PRQP. 40.8x41.6' v O i {SYST. 4) • i + PROPOD 1 STY. PROPOD L�TY' - O Q -W L.P. TO DBE max! PIN s sMINI ' - - - - - - 0 - STOR GE BUILDING SYSTEM No. 7 ° �x MINI �0R GE BUILDING NO WATER ENCOUNTERED oh' �� \ Qv oow.� `11 OP.` L1D.W. L. 55.7 ' PH 1 / ( m� 0• \� N POTO ECONVERT l/• a PH SE 1 _L - .� )' o / 20 \ TEST HOLE a \\ �� GATE 4' C.L F. / OFFICE •� r.G r� /cI � so ts.o' , x x SPACE w ,,� I F.F. ELT7.3� F.F. ELT57.3� - =a \ - �Ce °° n CONC. WALK / D:x -`)6a• SYS �� i ' ° I / x ADO PRO \ O_ I l � u �OAf Hj BRICK 1.4 SLATE \ `` / i TEL. (5 2 I (DRY OBUIILDING) a I (DRY BUILDING) o Q STEPS 1.6 � PATIO � � �D:W. EL. (56.5) � � � % � ? ry��' O R.O. „`O� o \ N 1 STORY S.T. \`^ - SYST. 8 - N i ( ) (S%ST.'9) (SYST. 13) N ' (SYST. 10) I /(SYST. 11) I (SYST. 24) Q .0' ^ 6.6 FRAME PROP / .. i ! / m ^oa // GARAGE L.P. coox 57 '� I / �' �, I / I - i SYSTEM No. 24/ ro a G.F.EL. 60.9 / " ,n 35.0' D.W. EL. (55.6) �.• yj d / \ 3I � 8 3 m " - _ ` ` r 21.6' w `° x�- 30.S x x FJ r- -64- v 5 .2 o � ROP. SIGN � - - - �J el I �/ 24 S.F. MAX. cli ;,w - rt/ CONC. � °� X � ' SYSTEM No. 9 � � � / SYSTEM No. 11 � \ / � �F x M PROP. WA70 SERVICE WALK v x w / R�/ D.W. EL. (56.7)/ R / : / SYSTEM No. 12 `+ /•' R�/ / D.W. EL. (56.7)/ R / �,, 1 .0' \ _ - PER SIDE is PROP. !� • 1 P(5 0 • • N • / P 5 0 • N \ ' MAX. HEIGHT P(6 5) / s" / PINE x o- ( �' ) �� D.W. EL. (56.7) o ( ) 7 r.1 AP EXP. - - - - - - SYSTEM No. 8 ��- ' SYS No. 10' \` ~ SO' to"SPUT / / o to"sPUT D.W. EL. (56.7) J/+ /-6.W. EL. (56.7) \ \ 1 PINE eti \ PINE I ! R R / R �\ 3 LANDBANKED \ 3 Q�^� / \ 9 L �- d x i � P5 .2� N `` P5 2 N /, - - � � � _ _ -��� � ` � � P(62.5 // a P 59.E A P 57.8) RIDGE 160 0�56� j / / 20 00 \ \ �� 1 11 SPACES PROP. ( /I ASPHALT DRIVEWAY/ KEYPAD / T--4- (SYST. 8) i ' (SYST. 9) n- n SYST. 12 i / O. \\ O ° ``O ( l r (srsr. 10) (sYsr. 11) �V ,o �' o x 1�1 - _ � PROPO ED 1 STY. 1 PROPOSED 1 ST �, �o o" YSTEAk O. 1 - / \ fo. O / _ D.W/EL. 59.3 / P 57.2 - - - MINI STORAGE BUILDING / MINI STORAGE BUIL TNG _ 24 , 000 °� 16` 16• 60 MAPLE DOGWOOD / �� x ® )KEYPAD �PROP. I . - - - - b _PULE 22 ' i o PHASE 2 I - -_ I O 1 o 0 L`� MAPLE CHERRY PROP. POST RAIL FENCE s / d 1, ` ) D.W. EL. r o F.F. ,EL. 57.3 I F.F. EL. 5-7. (v o x-x--z x x x x x-7--x 1�,�-x i ` SYSTEM o. 13 9 600 S.F. 12��0 S.F. v GATE a / D.W. EL. 56.4 ' ((56.7) ( ) {srsr. t4) I (DRY BUILDING) (SYST-15 (SYST. 3) (SYST. 16) .t;D1�Y BUILDING) (SYST. 17) I (SYST. 25) • � i m / 4- N i � N 54.7 CN Ln_ -54- 5 35.0 o / ' I Ln SYSTEM No X25 / P 5 2 SYST P 57. P 5 2 2) O_ D.W. EL. (556),"' vQ �O LANDSCAPED / .No.15 2) ( 2) / l / Q $. / �-� ���D.W.EL.(56.7 t� R / SYSTEM No. 17 \ AREA i5 / - /\ \ RY / W /1 SYSTEM No. 23 / V D.W. EL. (56.7 R c,, o �Q0' � h ? / / • � P5 0 • N • � I / 11 • � P(5 0) • N � 2 / ( � ) o / D.W. EL. (56. ) 1 / /` SYSTEM No. 16 ^ o x \ 110. / / x / �; x J/' J/► D.W. EL. (56.7) I \ �s F 7 ,� � � I D w EL.(56.7) .� � � 7I R P 5712 � j R � 3 LANDBANKED \ \ 2 � RIDGE / P 57.2 R P 5 2 R N P 57.2 i \ Z• V� ' / / *4 N ( 200.00' / I 200.00' N n .. O kr + \\ � CL (SYST. 13) (SYST. 14) (SYST. 15) / (SYST. 23) (SYST. 16) (SYST. 17) •�tp o I�\ 2 / \ -'a3 � ' =' / (PROPOSED 1 STY. ( - _ - - - - - - -52' I PROPOSED 1 ST / \ / iM / PROP. SCREEN PLANTINGS ~ w M{ I STORAGE BUILDING - / 2 do ti X00 \ \\ �:/ - - o i ' Z PHAS - l • o I MINIS PHASE BUIL ING !% !� 10- SIV �\ W/� w w \\ �\ w � W �� o �� .� v I �! �� •� �� 2D 4 `'^ C7 3N a -003;90 . , 1n w SYSTEM No. 22 - - -"�L757.3� D.W. EL. `o F.1 E 7.33 x 0' 0' macs f6 N 4 03 0 m 233.52 PROP. 6' FENCE U I wD.W. EL. (56.7) 000 S.F. 12,000 S.F. ri "1 '� 12, o ((56.7) BLOCK RET. WALL z 1 / DRY UILDING DRY UILDING 1 I I Q U • YST.18 " ( ) .n ^ r. �� ( ) N \ / W �\ J o � / (s ) (srsr. a) "A (srsr. 1s) N h / (SYST. 20) (SYST. 21) 0- _ \ / r I t N / v Q h`O I POTATO BARN / 00 0O (fl I\1 w co .. / 0 35.0' n 0- 0 M o: I\� a- P(57 2 R P(57. co U I p_ o LAND N/F OF WJF FARAS LLC ;n I\� j/ R \ R / L 1000-083-03-005.2\ M 0 a / iO Y x u" (COMMERCIAL SITE) \ d' I / N • SYSTEM No. 18 SYSTEM No. 19 • ` • SYSTEM No. 20 SYSTEM No. 21 ` • - - \ / �' - n�O_ / M l�-� D.W. EL. 56.7) I D.W. EL. (56.7) �`/ �� D.W. EL. (56.7) D_W.�L`(56.Z,1 -�f-:- - - - - - M \ / PCIE",_.:'_._ \ Z '/ ( 16 LANDBANKEDISPACES I �, _ 2- - SYSTEM No. \ I I J 26/ / If(5 2) I I I I P(5712) I P(5712)1 I ROP. WALL( I / P(5 2)I I P(b7 D.W. EL. (55.2)` S E ie C t - - \ - --56- _ r L__ - \ \ _ � Scuirso!d 1 own La � - - - - - - - - - - - - - TW52.2 E CL C; \ i TW(52.2) - PROP. 6' FENCE -/` / ( ) ` -TW(� ) `4' 9 TW 52.5 4.0 / o Planning Board -N--4.6 03'00" W ! 560.89 a \ GRAVEL DRIVE / �. a LO N C,4 cli f, _to 0 _ 00 P� QF NEw�-o _ �o H. CD DRAINAGE CALCULATIONS NOTES: LAND N OF F. MCBRIDE & SONS i �`, : z SYSTEM No. 1 SYSTEM No. 13 1000-083-03-006.1 1. MINI STORAGE BUILDINGS DO NOT CONTAIN X S_. �' Ea AVT. AREA = 7104 S.F. x 1009 x 2/12 = 1190 CU. FT. PAVT. AREA = 8600 S.F, x 100% x 2/12 = 1433 CU. FT. (LANDSCAPING & CULTIVATED FIELDS) � POTABLE WATER OR SANITARY FACILITIES. GRASS AREA = 10,000 S.F. x 2/12 x 15% = 250 CU. FT. ROOF AREA 2490 S.F. x 2/12 x 1009 = 415 CU. FT. SITE DATA 2. SOLAR PANELS TO BE INSTALLED AS TOTAL REQ. CAP. = 1440 CU. FT. TOTAL REQ. CAP. = 1848 CU. FT. P R ELI I N AR Y SITE USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. USE 2-10' DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. AREA OF SITE 246,159 S.F. PART OF PHASE 3 SYSTEM No. 2 SYSTEM No.s 14 & 15 EXIST. FLOOR AREA OF BLDGS. (PHASE 1) 2,693 S.F. ESTIMATE OF QUANTITIES OREGON WAREHOUSE STORAGE PAVT. AREA = 8595 S.F. x 100% x 2/12 = 1432 CU. FT. PAVT. AREA = 1856 S.F. x 100!• x 2/12 = 309 CU. FT. II FLOOR AREA OF PROP. BLDGS. (PHASE 1) 24,000 S.F. I LEGEND USE 2-10DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP., ROOF AREA = 3480 S.F. x 2/12 x 100% = 580 Cu. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 2) 21,600 S.F. COBBLESTONE CURBING NONE SITUATED AT SYSTEM AREA 3.330018.19.20 & 21 TOTAL REQ. CAP. = 889 CU. FT. CONCRETE CURBING NONE qq CUTCHOGUE i FLOOR AREA OF PROP. BLDGS. (PHASE 3) 24,000 S.F. ASPHALT PAVING 110,795 S.F. Lam. PROPOSED HANDICAP PARKING STALL PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 CU. FT. USE 1-10 DIA. 14 V.FT. = 958 CU. FT. ACT. CAP. TOTAL AREA OF BUILDINGS 72,293 S.F. ROOF AREA = P. = S.F. x 2/12 x 1009 = 500 CUT. FT. SYSTEM No. 22 WALKS NONE -- TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK TOTAL REQ. CAP. = 1050 CU. FT. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 Cu. FT. TOTAL EXISTING PERCENT OF LOT OCCUPANCY 1.09% FENCING 2862 L.F. /• � PROPOSED DRY WELL USE 2-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP.. USE 1-10' DIA. 8 V.FT. = 547 CU. FT. ACT. CAP. TOTAL PROP. PERCENT OF LOT OCCUPANC 29.37% �`/ S.C.T.M. 1000-083-03-005.3 SYSTEM No. 7 SYSTEM No, 23 DRYWELLS SEE DRAINAGE CALCS. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 CU. FT. / AREA OF LANDSCAPING 62,893 S.F. OR 25.55% PAVT. AREA = 4530 S.F. x 100% x 2 12 = 755 CU. FT. 3 -4 CEDAR TREES 67 TREES R - PROPOSED ROOF DRAIN LINES PREPARED BY: PREPARED FOR: ROOF AREA = 2550 S.F. x 2/12 x 100% = 425 CU. FT. AREA OF BUFFERS USE 1-10' DIA. 8 V.FT. = 547 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1180 Cu. FT. AREA OF WALKS 178 S.F. TW(103.0) PROPOSED TOP OF WALL ELEVATION KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC SYSTEM No.s 8.9.10.11.16 & 17 AREA OF PAVING 110,795 S.F. PARKING REQUIREMENTS P(100.0) PROPOSED PAVEMENT ELEVATION SURVEYING AND LAND PLANNING P.O. BOX 946 USE EM N DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 PAVT. AREA = 2560 S.F. x 100% x 2/12 = 427 CU. FT. SYSTEM No.'s 24 & 25 SCHOOL DISTRICT MATTITUCK ROOF AREA = 4800 S.F. x 2/12 x 100% = 800 CUi. FT. PAVT. AREA = 7070 S.F. x 100% x 2/12 = 1178 Cu. FT. POSTAL DISTRICT CUTCHOGUE OFFICE SPACE = 797 S.F. _ 100 = (7.97 8 SPACES Q SUITE D TOTAL REQ. CAP. = 1227 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. EXISTING TREES USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1388 Cu. FT. WATER DISTRICT S.C.W.A. DWELLING SPACE 2 SPACES I RIDGE, N.Y. 11961 SYSTEM No. 12 USE 2-10' DIA. 11 V.FT. = 1505 Cu. FT. ACT. CAP. FIRE DISTRICT CUTCHOGUE MINI STORAGE SPACE = 69,600 S.F. = 1000 = (69.6) 70 SPACES PROPOSED 3-4 CEDAR TREES " REVISIONS: PAVT. AREA = 4500 S.F. x 100% x 2/12 = 750 CU. FT. SYSTEM No. 26 TOTAL PARKING REQUIRED 81 PARKING SPACES REQUIRED= 80 SPACES \� Q SCALE: 1 =30 DRAWN BY: KAK ROOF AREA = 2400 S.F. x 2/12 x 100% = 400 CU. FT. PAVT. AREA = 8700 S.F. x 100% x 2/12 = 1450 CU. FT. TOTAL PARKING PROVIDED 81(SEE PARKING REQUIREMENTS) LANDBANKED PARKING SPACES PROVIDED = 61 SPACES v� PROPOSED SIGNS REV. 9/19/2019 B19-19853 TOTAL REQ. CAP. = 1150 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. DATE: MAY 2019 CHECKED BY: KHB USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1660 CU. FT. EXISTING ZONING LI PARKING SPACES PROVIDED = 20 SPACES PROPOSED CAMERA ON POLE USE 2-10' DIA. 13 V.FT. = 1779 CU. FT. ACT. CAP. USE MINI STORAGE TOTAL PARKING SPACES PROVIDED = 81 SPACES DRAWING: 6619-19573.DWG JOB No. 619-19608 SHEET: 1 OF 1 cn o n C -1 -� O r �s o O Z C o o o r 0 > DEPOT LANE 00 ZO —I 50 WIDE C7 � -<u $ 0O � sO Wc00 �L o Z -1 G) D DUCK POND o I < = C m �S o ROAD (49.5' WIDE)) 0o O ITt o > w Q y N) -T o o in LO co r O / N A , (30IM ,Ol) '0?V SNVNDIO ---- -� (30IM ,00 1S .(88383MB z y x 3Nd7 XOD OGIM 09) PA ca x' h, ca to Cin Cin cOmrG�1ti r\ ' �P�PmG c CO ,I P.00 C) C 0 g oo '1 �b O -0 �e. a r CX p 0 ^� � m DRIVE o II O n -C C) y� 0 (/)000 O ri ------------------- -c--------_— .--- .---•----- ... \ DELL m O off: W Z C:: M N I \1J D W - 1 ' 1 D / BARNS �`` DIRT DRI► Q C) O Z r D '� '� ASAND• \N O., \\\ / \\ 0) o -� Z3 c -�, / N 46'03'00" W 560.89' o ca , f 9 PROP. DRIVE AISLE A DRIVE a A rn a v oPARKING POTATO o / on BARN a CL Cr) c�j PROPOSED PROPOSED v o / 1 STY. BLDG. 1 STY. BLDG. �' m oy ^r MINISTORAGE A N 46'03'00" W MINISTORAGE > 233.52' �w 1-t C saPROP. DRIVE AISLE > / ^y 1 SRY BLDG.G. 1 PROPOS O OS ED DG. n �/ 3Sf10HN33N9 / k1 'a MINISTORAGE MINISTORAGE o DRIVEW �O O y 3Sf10HN33210 PROP. DRIVE AISLE 2? Aj _ DRI�K' PROPOSED PROPOSED AY / / 1 STY. BLDG. 1 STY. BLDG. Fn O 6 MINISTORAGE MINISTORAGE m y o m z CAR. 01 O f ��o 1 PROP. DRIVE AISLE S 46'24'50" E 473.19' S 47'01'00" E 337.86' j m � Oaf BARN / 6 6 0 DRI vtwAY ` n �+ BARN / PARKING trJ 0-3 c2 a \ LrD :, /� �� ►moi DRIVE OrQ �-------------- --------------------------------------------------- — -- P `` OQ P. a W P- C] r W- O vv Z P, 1 � p �a I'd Z mmI � tD•.2rt7 WOq LAND N/F OF JAMES MICHAEL McBRIDE 1000-083-02-016 --- _ LAND N/F OF DAVID ZUHOSKI 1000-083-02-013.8 / LAND N/F OF FRANK McBRIDE & SONS ♦� / 1000-083-02-015 �♦ / LAND N/F OF DAVID ZUHOSKI / LAND N/F OF 1000-083-02-013.6 �\ / JOHN ZUHOSKI \\ 1000-083-02-01 / r `s9 Z LAND N/F OF COUNTY OF SUFFOLK / 6 ��6+ o \ 1000-083-02-012.4 h l LAND N/F OF JOHN P. KRUPSKI JR. r p t �l 1000-095-02-OPI.I 0 o � WW F2 oa i h I W C. rri N� I N iso, Fc a 0 0 I 500.0, N 43-57'00- Eo 63.68, o 1 O I I I rn I I I 1 W ,9,�¢S9, Z V I I 0 I Cs W LAND N/FOFF & SLLC 1000-083-03-004.10 O i O I SUBJECT PARCEL AREA = 246,159 S.F. I 1000-083-03-005.3 I I LAND N/F OF F. McBRIDE & SONS 1000-083-03-006.1 j I p) IV LAND N/F OF JEANNE M. GRACE LAND N/F OF F & S LLC O 1000-083-03-004.5 1000-083-03-004.11 Ln I 00 O I I O a I I rTl 1 I I I I I I I 1 I I LAND N/F OF F & S LLC 1000-083-03-004.12 I W I � 1 I � I I I I tl S 68.00, I 0 it 500 354,84' o LAND N/F OF NORTH FORK RECYCLING INC. 1000-083-03-004.7 j rq \ I \ I \ 1 I ♦ �. LAND N/F OF NORTH FORK RECYCLING INC. 1000-096-01-001Z5 j f OWNERSHIP MAP o� OF PROPERTY SITUATED AT , 1 CU TCH OGU E TOWN OF SOUTH OLD SUFFOLK COUNTY, NY S.C.T.M. 1000-083-03-005.3 ( � KENNETH H. BECKMAN, L.S.150 2DO OF N tv ' �� . �P �H H e �� Surveying and Land Planning 97 1SE� �t1i �� �rFC 1814 Middle Country Road Suite D 1 inch = 100 ft. Planning soaLjSoi�4t�,cld l�-� ! ,_ ;,,�s�� � Ridge, N.Y. 11961 (613) 345-9427 FAX (631) 345-9429 �qND S 15'-0" (FIRE GATES) SEE PLAN FOR EXPANSION JOINTS 6" REINFORCED , 16'-0" (ENTRY GATES) CONCRETE APRON - APPROPRIATE ONCRETE M 1 1/2" W/ 6"x6" 6/6 NWM DOUBLE SWING GATE FINAL GRADE WH RR E APPLICAB E2iG�6 F Ln CONCRETE BRICK WITH MORTAR & 1/2 P.C. MORTAR T r' #5 BARS 0 6" EACH WAY a: " PAVED 2'-6' 4'-0" 12 DRIVEWAY 6" PVC ROOF DRAIN 12" ADS SEE PLAN & STRUCTURE SCHEDULE FOR MORE INFO. SECTION A-A RA I--_j=" N-12 �Q wV >01 A 0 I L TORM r �z I ®� DRAIN I 3'-0" WIDE SAND & GRAVEL ORS Li< ®®t` RING I : COLLAR ALL AROUND \.zP�F. �, p WIDTH OF PAVEMENT U-o I ®®® L I .. �P 0 N EXPANSION JOINT I ®®®R®®I w I I GATE STOP I I ®®rnmr" � w CONTRACTION GROUNDWATER N S�E:DRAIN GE CALCS: ° JOINT EXPANSION CHAIN LINK FENCE GATE ;�, JOINT DRYWELL EXPANSION MIN. WIPTH 24' EXPANSION f JOINT I JOINT MIN. WIDTH 30' /q FINAL PLAN GRADE CONCRETE APRON DETAIL I-) O� FADJACENT PAVEMENT 01, 7"1-1/2" ASPHALT 7" � O SANITARY CALCULATIONS °�Q �0y<< 0 0 iv 4 C' DESIGN FLOW OP 4 .° G .Q -BINDER .000RSEc ! .0 Q. - ROLLED ASPH. CURB DETAIL AREA OF SITE = 5.7199 ACRES 0, . c o Q . a c c c ARTICLE 6 ZONE DESIGNATION = IV ALLOWABLE FLOW PER ACRE = 600 G.P.D. DENSITY = 5.7199 AC'S x 600 G.P.D. = 3432 G.P.D. TOTAL ALLOWABLE RCA BASE COURSE DEPARTMENT APPROVAL I HEREBY CERTIFY THAT THE WATER SUPPLY(S) DESIGN FLOW AND/OR SEWAGE DISPOSAL SYSTEMS) FOR THIS OFFICE SPACE = 797 3 BEDROOM S.F.HOUSE 1895 x 0.06 G/S.F.S.F.= 300 G.P.D.47.82 G.P.D. �'� KEY MAP STABILIZED, COMPACTED SOIL PROJECT WERE DESIGNED BY ME OR UNDER MY F. L TOTAL REQ. CAP. = 34'.82 G.P.D. Q4 DIRECTION. BASED UPON A CAREFUL AN SEPTIC TANK Q° SCALE: 1" = soo' TYPICAL SECTION - ASPHALT PAVEMENT COX LANE THOROUGH STUDY OF THE SOIL, SITE AN REQ. CAP. = 347.82 G.P.D. x 2 DAY FLOW = 695.64 G.P.D. �� - - 1--- -- - �- GROUNDWATER CONDITIONS, ALL LOTS, A PROVIDE 1-8' DIA. 4' LIQUID DEPTH = 1200 GAL. CAP. �pI PROPOSED CONFORM TO THE SUFFOLK COUNTY LEACHING POOL EL. 57.3 DEPARTMENT OF HEALTH SERVICES CONSTRUCTION REQ. SIDE WALL = 388.38 G.P.D. _ 1.5 G.P.D./S.F. = 258.92 S.F. BY McDONALD GEOSCIENCE .`° STANDARDS IN EFFECT AS OF THIS DATE. EFFECTIVE DEPTH REQUIRED 258.92 S.F. - 25 S.F./V.F. = 10.4 V.F. 7/8/2019 �"' USE 1-8' DIA. 12 V.F. EFFECTIVE DEPTH BROWN LOAM(OL) o BROWN b � SIGNED THOMAS J. BECKMAN, P.E. SILT(ML) LAND N/F OF JEANNE M. GRACE I�CONSULTING ENGINEER / LAND N/F OF NORTH FORK RECYCLING INC. 1000-083-03-004.5 / / 1000-083-03-004.7 BPALEROWN o \ `� (COMMERCIAL SITE WATER) SUITE UI EMDIDDLE COUNTRY ROAD / / / / / (COMMERCIAL SITE) SILTY n� o RIDGE, N.Y. 11961 ¢ \ \ , , „ a PROP. 6' FENCE S 46'24'50" E / / ' 473.1 % mo E o 6' CHAIN LINK FENCE o x S 47 01 00 E x_ _ _ 337.86 TW 62.0 N z o TW 7 X -A . d c� �v `°y 3\ � " I - - - - - - - PROP. WALL P(57-2 - 4 P(57 )- - - - - (57.2) i a(5 2 // P(57 2) h w 0 ��- 6' PVCFENCE00 dad \ cv P(57.2) - _ P(57.2) � � -s2- - - _ - _ - - - - - - - - rl _ <o' PALE �� 3 �x� X N 4' CHAIN LINK FNC. g� �x - / / / �� BROWN �� �o"' z a " ATE " " X " �' �^' P 5 0 W ` 1 SYSTEM No. 5 ( ) SYSTEM 6 / �,� \ 1 - - - / CO "� / SYSTEM No. 3 SYSTEM No. 4 / �,, P 5 0 �° -56- FINE TO \OQ S 3 \ ``� �� E�ISTING � I ` w �� • 1 D.W. EL. (56.7) ( � ) D.W. EL. (56.7) • 1 i,, I i ( ) - r ( ) / • D.W. EL. 56.7 D.W. EL- 56.7 • / w �' MEDIUM O �� ry V� Jx r SANITARY (> R T0�BE INGROUND W JQ P(5T2) P 57.2 - - - - ( ) SAND(SP) `n ¢' ? " -t x w wx a t� �P / 3 LANDBANKED cj x z z P 5 .2 Ji' R RE OVEO POOL (!) .. EXISTING 30.6' CONC. PROP'; TO BE L U- a, / N - - - N N / (V vv Q WATER SERVICE �UNKER EXP. REMO x J wox ` i j - 2 O.00' ' I� i 200.00' W _ i / v 4 �o � Q O � x ,60' - - - .� � - �- / Q \ BRICK a fO \ m Y 0' i / '1I Lj -/ c'7 P9 N cOo 3' STEPS `6 li z_o tO x UO �' • i (SYST. 5) R.O. M }�rn� " PROP. 40.8x41.6' v i ` / PROPO D LS�Y- '1\\ (SYST.3) (SYST. 4) (SYST. 6) w L.P. WD. DECK 4- / +6 ; PROPO D 1 STY. ` o OP. TO BE max/ °s BU DING `' �� LL CONVERT / BUI DING SYSTEM No. 7 / 2 NO WATER ENCOUNTERED J Q D.W. EL. 56.7 o `IST 0 • b- PH SE 1 - PH SE 1 ¢� > �o' 10 TEST HOLE 3 ��� �`� GATE x 4' C.L.F.- / //TO OFFICE of l k l`/ / - - - - - I F. LT7.3� - - - - - - - - - - r� �-F. L�57.3� - - - -- rG I / =a \ / P v� M ��PACE wx o�J6o. S.F. 12,00® S.F. - - N V / x SON co CONC. WALK SYS MONO. 2 12,000 AD BRICK ai 1.4 SLATE ^ PROV.� a ' STEPS 1 o PATIO / �D W. EL. (56.5) sYsr. 8) DRY BUILDING ( Ysj / I (sysr. 13) ', N � ' I (DRY BUILDING)/ Q' \ 11) S.T. \ ( I ( ) (SYST. 1a ,SSy5T. 11 (SYST. 24) R.O. / so 1 STOftY `�. - _ _ i - c`1 r / / ^, Q .0. 6.6 0 \ FRAME PROP. J ^ I i x n xLO V `T o F // GARAGE L P I Ox 57.2 �, I `n / I - - / SYSTEM No. 24 / r. G.F.EL. 60.9 / ... O) i 4_ 35.0 ( ) b In 8 c0 r U d \ 3 p co x X64- - ' 21.6' _w / 0 30.3' cD r W. EL. 5 .\ • x x " � ✓lo. LI tl / 1 SYSTEM No. 11 / D 0,W - - - _ coNC. // � o_ D.W. EL. (56.7 Ft w R / . � D.W. EL. (56.7) Ft 1,, �0 � 'wit �' PROP. WATER SERVICE / WALK X w / ��/ ( )/ / / SYSTEM No. 12 / �/ 1 / / / n� 0 x O P(6 5) 0 5 x PROP. a - ^' �� / • P(5 .0) ` • ` • D.W. EL. (56.7) o �`/ •/ SYf3 f/EM No. 0(50) ` • �-/ Mh � ^' `- 11 - PROP. EXP. - - - - - �- SYSTEM No. 8 �` � � /"D.W. EL. (56.7) S . / o D.W. EL. 56.7 �/' l4 - 0 y/ \ o / KEYPAD - - � R ( ) 6 R / �\ 3 LANDBANKED 6 P 5 .2 � P 572 2 w PROP. � i / L x - •- .. ^ / 3 �In' SIGN / 9 ® RIDGE //N 160 00 N / / 201.00' r O - P(62.5) .// 11 SPACES a� P(59. P(57.8)Z C) �l � 'S6 v / �� I- V) i q (SYST. 12� (SYST. 10) (SYST. 11) / 22HT p, a!w__ D O \\ (SYST. 8) (SYST. 9 a 0 / y�Q OP Q ASPHALT DRIVEWAY/ _ x m iur7 �y PROPOSED 1 STI / CO Y PROP( 1 STY. o °� / o oo - - - BU DING / BUILDING _ / 2� 11z' o�� o SYSTEM o. 1 ' p D.W/EL. 59.3 / P 57.2) - • - - - 0 ��Q / PROP. - - - o - PIE 2 - l i� - - _ PHASE 2 I - �oOA� oe / - - - EL. 3 - - - - D.W. EL. - - - - - - - x / Q O o' / / / ® KEYPAD 1 3 x %�� / x X PROP.XPOST &X RAIL FENCE / x �1L-�-x x / / 9,600 S.F. ) / I F 1200 S.F. �k. ,) OJT �� •'�� GATE � � I\\ ' � � � ' SYSTEM No. 13 I ( ) -- ((56.7) 1�Y BUILDING \\ / / / D.W. EL. (56.4) (SYST. 14) DRY BUILDING (SYST.-I-5 (SYST. 3) N (SYST. 16) / / (SYST. 17) I (SYST. 25) N 4p , � � x / /• 1 x54.7 N I`x� `i � � � N \ � ' / + X I SYSTEM No 25 35.0' / P 5 2 2 D.W. EL. (55 6�/ �F �O - �G�" LANDSCAPED $� / / // \\x / a P> 2) SYST.No.15 7 2) P(57.2) y // ( � SYSTEM No. 17 ) \ `` y 1' �D.W.EL.(56.7 R ) i a 00 AREA / / - R \/ D.W. EL. 56.7 R �,, 0 / �� Y• P 5 0 /• N /• SYSTEM (5 2 I // • P(5 0) ( • N � 0' 4, .h Q _ / ( ) o / D.W. EL. (56. ) / /t / SYSTEM No. 16 1 ` /�\ o X \ p O / R os / v Qv / x / s k � S ST.No.14 � J/' D.W. EL. (56.7) R rsNT In � I D W.EL.(56.7)� I / I 3 LANDBANKED 2 / s / RIDGE / P 57.2 R P 5712 R N P 57.2 / 57, P 5712 ^ �� ��� ( � / / J// ^ N 200.00' .rte. / / I 200.00' ,i IF 7 o to + /Cp 3 Q Q °� \� Oe \ / 1 / / (SYST. 13) (SYST. 14) (SYST. 15) / (SYST. 23) (SYST. 16) (SYST. 17) (PROPOSED 1 STY. I _ - - - - - - - -52� I PROPOSED 1 STT. �Q 3 BUILDING ?� / PROP. SCREEN PLANTINGS ~ w BUILDING ` / z o - i- PHAS - - - � l ' o PHASE 3 2 / �°� / w - - - - - - - - - - •-/ F.1771.757.3 X °o' n v,^ _ L�SYSTEM No. 22 - - -F F. L 57.3X h 0 - D.W. EL. 0 N 4 '03' 0" 233.52' PROP. 6' FENCE i oo o I w D.W. EL. (56.7) - - - 12,000 S.F. 56.7 12, 0 S.F. U IEsoo / �m Z 0 1 / (( ) 0' / I z Y /• / (DRY �UILDING) r, ^ (DRY �UILDING) ^� / BLOCK RET. WALL *d _* 00 ``/ ^ / (SYST.18) (SYST. 8) x (SYST. 19) � � yp (SYST. 20) (SYST. 21) � \ �`" bry 91 / n1 / n ham' J I CONCRETE / 0 I�Z � / O- 35.0' O- / RECEIVED n7 , Lo POTATO BARN / 0 � a P 57.2 R P757.2) � N o / � � � � � AUG 0 2 2019 LAND N/F OF WJF FARh)S LLC ;n oc / R I R / l �/ 1000-083-03-005.2\ M o' X '� o / `O • • • SYSTEM No. 20 SYSTEM No. 21 • / L- ___H�� (COMMERCIAL SITE) \ c�i ` SYSTEM No. 18 SYSTEM No. 19 k / - 12- ��� - _ - - _ ! -� - / Soutof Ta nw D.W. EL. (56.7) D.W. EL. (56.7) / 16 LANDBANKED SPACES D.W. EL. (56.7) -D=W'-.LL.--(`56.7 -- M Planning Board Z I SYSTEM No. 26/'y'1 / -� \\ . P(57.2) � � (5 2) 01 P(57 2) P(5 2) PROP. WALLI I / P(57 2)I I1 I I I P(57 D.W. EL. (55.2 •j �� - - ` _56" - _ - - - - - - \ - / ��OF NEW Y \ r?o�o TW(522) o - - - - - - - - TW 52.2 - PROP. yi \/ / / / z O o o GjP O�� - - - - -_ - - - / / TW(52.5) d / -TW(54.0) / Z o a r �N------------- F "' -N-46'03'00" W c f GRAVEL DRIVE 560.89' a �/� �'r 7 .o LO LO Ln DRAINAGE CALCULATIONS NOTES: v '' LAND N/F OF F. McBRIDE & SONS SYSTEM No. 1 SYSTEM No. 13 1000-083-03-006.1 1. STORAGE BUILDINGS DO NOT CONTAIN " PAVT. AREA = 7104 S.F. x 100% x 2/12 = 1190 CU. FT. PAVT. AREA = 8600 S.F. x 100% x 2/12 = 1433 CU. FT. (LANDSCAPING & CULTIVATED FIELDS) POTABLE WATER OR SANITARY FACILITIES. GRASS AREA = 10,000 S.F. x 2/12 x 15% = 250, CU. FT. ROOF AREA = 2490 S.F. x 2/12 x 100% = 415 CU. FT. SITE DATA PRELIMINARY SITE LAYOUT TOTAL REQ. CAP. = 1440 CU. FT. TOTAL REQ. CAP. = 1848 CU. FT. AREA OF SITE 246,159 S.F. 2. SOLAR PANELS TO BE INSTALLED AS USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. USE 2-10' DIA. 14 V.FT. = 1916 CU. FT. ACT. CAP. PART OF PHASE 3 SYSTEM No. 2 SYSTEM No.s 14 & 15 EXIST. FLOOR AREA OF BLDGS. (PHASE 1) 2,693 S.F. ESTI M ATE OF QUANTITIES OREGON WAREHOUSE STORAGE PAVT. AREA = 8595 S.F. x 100% x 2/12 = 1432 CU. FT. PAVT. AREA = 1856 S.F. x 100% x 2/12 = 309 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 1) 24,000 S.F. COBBLESTONE CURBING NONE USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. ROOF AREA = 3480 S.F. x 2/12 x 100% = 580 CU. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 2) 21,600 S.F. LEGEND SITUATED AT SYSTEM No.s 3.4.5.6,18.19.20 & 21 TOTAL REQ. CAP. = 889 Cu. FT. FLOOR AREA OF PROP. BLDGS. (PHASE 3) 24,000 S.F. CONCRETE CURBING NONE CUTCHOGUE PAVT. AREA = 3300 S.F. x 100% x 2/12 = 550 CU. FT. USE 1-10' DIA. 14 V.FT. = 958 CU. FT. ACT. CAP. ASPHALT PAVING 110,795 S.F. ROOF AREA = 3000 S.F. x 2/12 x 100% = 500 CU. FT. SYSTEM No. 22 TOTAL AREA OF BUILDINGS 72,293 S.F. WALKS NONE q TOWN OF SOUTHOLD TOTAL REQ. CAP. = 1050 CU. FT. PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 CU. FT. TOTAL EXISTING PERCENT OF LOT OCCUPANCY 1.09% FENCING 2862 L.F. % ,PROPOSED HANDICAP PARKING STALL SUFFOLK COUNTY, NEW YORK USE 2-10' DIA. 16 V.FT. = 1095 CU. FT. ACT. CAP. USE 1-10' DIA, 8 V.FT. = 547 CU. FT. ACT. CAP. TOTAL PROP. PERCENT OF LOT OCCUPANCY 29.37% DRYWELLS SEE DRAINAGE CALCS. S.C.T.M. 1000-083-03-005.3 "� SYSTEM No. 7 SYSTEM No. 23 AREA OF LANDSCAPING 62,893 S.F. OR 25.55% /• PROPOSED DRY WELL PREPARED BY: PREPARED FOR: PAVT. AREA = 3255 S.F. x 100% x 2/12 = 542 CU. FT. PAVT. AREA = 4530 S.F. x 100% x 2/12 = 755 CU. FT. AREA OF BUFFERS - USE 1-10' DIA. 8 V.FT. = 547 CU. FT. ACT. CAP. ROOF AREA = 2550 S.F. x 2/12 x 100% = 425 CU. FT. AREA OF WALKS 178 S.F. KENNETH H. BECKMAN, L.S. 11900 OREGON ROAD, LLC TOTAL REQ. CAP. = 1180 CU. FT. R - PROPOSED ROOF DRAIN LINES SYSTEM No.s 8.9.10.11.16 & 17 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. AREA OF PAVING 110,795 S.F. PARKING REQUIREMENTS SURVEYING AND LAND PLANNING P.O. BOX 946 PAVT. AREA = 2560 S.F. x 100% x 2/12 = 427 OU. FT. SYSTEM No.'s 24 & 25 SCHOOL DISTRICT MATTITUCK TW(103.0) PROPOSED TOP OF WALL ELEVATION 1814 MIDDLE COUNTRY ROAD CUTCHOGUE, N.Y. 11935 ROOF AREA = 4800 S.F. x 2/12 x 100% = 800 CU. FT. PAVT. AREA = 7070 S.F. x 100% x 2/12 = 1178 CU. FT. POSTAL DISTRICT CUTCHOGUE OFFICE SPACE = 797 S.F. - 100 = (7.97) 8 SPACES SUITE D TOTAL REQ. CAP. = 1227 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. WATER DISTRICT S.C.W.A. DWELLING SPACE _ 2 SPACES P(100.0) PROPOSED PAVEMENT ELEVATION RIDGE, N.Y. 11961 USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1388 CU, FT. SYSTEM No. 12 USE 2-10' DIA. 11 V.FT. = 1505 CU. FT. ACT. CAP. FIRE DISTRICT CUTCHOGUE STORAGE SPACE = 69,600 S.F. = 1000 = (69.6) 70 SPACES PROPOSED LANDSCAPINGREVISIONS: PAVT. AREA = 4500 S.F. x 100% x 2/12 = 750 CU. FT. SYSTEM No. 26 TOTAL PARKING REQUIRED 81 PARKING SPACES REQUIRED= 80 SPACES 0 SCALE: 1 =30 DRAWN BY: KAK ROOF AREA = 2400 S.F. x 2/12 x 100% = 400 CU. FT. PAVT. AREA = 8700 S.F. x 100% x 2/12 = 1450 CU. FT. TOTAL PARKING PROVIDED 81(SEE PARKING REQUIREMENTS) LANDBANKED PARKING SPACES PROVIDED = 61 SPACES PROPOSED SIGNS TOTAL REQ. CAP. = 1150 CU. FT. ROOF AREA = 1260 S.F. x 2/12 x 100% = 210 CU. FT. DATE: ,.MAY 2019 CHECKED BY: KHB USE 2-10' DIA. 9 V.FT. = 1232 CU. FT. ACT. CAP. TOTAL REQ. CAP. = 1660 CU. FT. EXISTING ZONING LI PARKING SPACES PROVIDED = 20 SPACES PROPOSED CAMERA ON POLE USE 2-10' DIA. 13 V.FT. = 1779 CU. FT. ACT. CAP. USE PUBLIC STORAGE TOTAL PARKING SPACES PROVIDED = 81 SPACES DRAWING: BB19-19573.DWG JOB No. B;19-19608 SHEET: 1 OF 1 13 Ell METAL 1OFIN5 (TYP) DAAqb N 5 5 I I I N s I X S I I DiGiovanni & 4'-0" X 4'.0" WINDOW WEATHER VANE (TYP) Associates �� IN ME AL FRAME dl? AS SELECTED �� a2 111 16 META STANDING SEAM (TYP. ALL SIDES) Architects El ROOFING (TYPJ 011-11 .H. o. . EEII I I II I I I L I 26 preston avenue s N sea cliff, ny 11579 (516) 671 - 3624 TO PLATE t2D fax(516) 759-7138 I Ib ED ;! METAL 510IN5 (TYP) Iq-110 G�gT E RFO LED WALL q PAC LIGHTING P METAL LEADERS t Q 4 ���� FIXTURE (TYP) f z n TO Ist FLOOR TO PLATE AhY z DATUM EL. +20'-0" v� IIII HILL 1111 L EL. +0'-0" META 510IN5(TYP) WALL PACK LIGHT 2 '-0" X 14'-0" HIGH 7FIXTURES(TYP) 15 5 ,L) E D METAL ROLL UP DOORS SOUTH ELEVATION A 5/52" = 1'-0" F1 TO I�FLOOR, EL. +0'-0" 20'-0" X 14'-0" HIGH METAL LEADERS t METAL ROOFING(TYP) I ( I METAL ROLL UP DOORS 6UTTER5(TYP) w WINDOWS(TYP) I s h I I s N I I I i x I I 5 N I I 2 2 WEATHER VANE (TYP 2 4'-0" X 4 WINDOW 12 2 D D AS SELECTED D IN METAL F ME D EED b'o" •'D (TYP. ALL IDES) METAL STANDIN SEAMLEE] H. O.H.V ROOFING(TYP) I I I I I I I I 5 NEST ELEVATION A-2 5/52" = 1'-0" TO PLATE EL. +20'-0" I I I I I DD DD DD DD DD �� DD DS SS SD ", METAL LEADERS t TO Ist FLOOR GUTTERS(TYP) DATUM EL. +0'-0" WALL PACK LIGHT METAL 510IN (TYP) 20'-0" X 14'-0" HIGH FIXTURES(TYP) METAL ROLL UP DOORS W/WINDOW5 (TYP) NORTH ELEVATION A B G D E F G H I J K L M N 0 IF Q R 5 T 1J .2 '-0• 10'-0' 20 • 20 • 20 • -20-01 _20 ' _20o' - _20o' _20o• -20 o' la-o• I I I I I I 20'-0" X 14'-O"h 20'-0" X 14'-O"h 20'-D" X 14'-O"h 20'-0" X 14'-O"h 20'-0" X 14'-O"h , N ROLL DOOR ROLL UP DOOR ROLL U DOOR ROLL DOOR ROLL-y DOOR 2 2 0 :o I ( I I I I I I I I I I El I I EX LT © m METAL 5101%(TYP) b a n LED WALL PACK LIGHTING Q 4 R E V 1 5 1 0 N 5 Q FIXTURE (TYP) TO PLATE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE I I I I I I I I I EL. +20'-0" PROPERTY OF THE ARCHITECT.INFRINSEMENT5 WILL BE PR05ECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND s sly DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT �THE BMEHATML�oFTHE�NTR Gr �ERROMR MADE $ ° X a I I I I I I I I I I I I I I I I I I I S x CL a n $ NE6LEGr ON HI5 PART. o � o � ry N TO Ist FLOOR �j �j Pull 11 1111111111111 Li EL. +0'-0"DATUM 11900 Ore on 20'-0" X 14'-0" HIGH METAL LEADERS d METAL ROLL UP DOORS GdJTTERS (TYP) w Road 11c I ( I I I I I I I I I I I I I I WINDOWS (TYPJ 4 4 11900 Oregon Road ° © EX LT o m n Cutchogue , NY I I I I I I I I I I I I I I I I I I I 4 EAST ELEVATION .� 4 20'-O" 14'-O"h 20'-O" 14'-O"h 20'-0" 14'-O"h 20'-0)" 14'-O"h A-2 _ PLANS ROLL U DOOR ROLL 1J DOOR ROLL 1J DOOR ROLL U DOOR 3/32 - I O 30'-01 20'-0' 20'-0' -20'-0' so-0• -201 -20'-0• _201-0' �'-O' ELEVATIONS 115'-0' 7/31�2�I9 FIRST FLOOR FLAN � RECEIVED DATE A►Ju 2019 A5 NOTED A-I 3/32" = I'-O" I OF 3 L___S_6 U t-ho I Pr&vmS C A L E Planning Board DRAWN DY J\/E3 [(;Tr=C-KED SY DD El 0 .DAA DiGiovanni & Associates ON Architects 11 El 26 preston avenue sea cliff, ny 11579 ° (516) 671 - 3624 ° fax(516) 759-7138 ON \ 1q-110 K I TGHENH/G P�G�STERF FAMILY ROOM ' TOILET P.l���A• 9� �? DINING LIVING ROOM 7'-4" .2I'-10" �� t.• Z ° ROOM EJO O REF. 14'-0" LL 22'-II" 6s. 15 5A) E D U TTI ACCESS ON GENERAL Q OFFICE AREA n BATHROO _o - n -_ O 4 ON Ln ROOM/ BREAK LAUiNDRI' RM ROOM /43" LL W D DN BEDROOM BEDROOM o BEDROOM `" VE5TIBULE 0 I I 5CREEN PATIO PORCH El — — — — ON OFFICE PLAN A-I GARAGE CONVERSION I/4" = I'-O" 2 N 12 12D F I RST FLOOR PLAN o METAL STANDING SEAM A-I EXISTINGDWELLING I/4" = I'-O" ROOFING (TYP.) REV 151ON5 THESE PLANS ARE AN INSTR KNT OF 5ERVICE AND ARE THE ry PROPERTY OF THE ARCHITECT.INFRIMEMENT5 WILL BE a PR05EGUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITION5 AND DIMEN51ON5 AND SHALL BE RE5PON51BLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NE61LECT ON HI5 PART. f- 11900 Oregon OO OO Road 11c Q Q Q 11900 Oregon Road 0 Cutchogue , NY METAL 510INO (TYP) FLOOR PLANS SOUTH ELEVATION A-1 GARAGE CONVERSION 1/4" = 1'-0" l/31/201q Aft RECEIVED DATE I---------------- A U G 0 2 10,9� A5 NOTED 2 L ___ _ 5GALE 2 �� ✓ SOULll016 l ownJ DRAM BY .� Planning Board CHECKED BY DD B .DAA DiGiovanni & Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759-7138 Iq-110 10 mm, 100 V' m h 01 mm. 3 LAND NI/F OF JEANNE M. GRACE I LAND 41F OF NORTH FORK RECYCLING 1000-085-05-004.5 1000-08 CAL. 04.7 a P� (COMMERCIAL SITE-WELL WATERT ((COMMERCIAL.IAL SITE) -t460-2450" 1-y d z 'S m W 15 51J E D �1 m Qm41001'00" e I tt 33 1.861 O.I►c O.I ►e PROP_Q FENCE 5 46 024 5011 Etli 13,Iq' LL f LL O b'GRAIN LINK FENCE LL O ho m ,i, 5 41 01 00 E — — — — o.l ro ►o o..ro _ —� \/ \T— \ — — \ --A-,— — — \ o 0 Z U LL b'PVC FENCE LL-Z O1 — Or / O / 0.2 o X X o O ► O LL r - \ l7 o X C11 X 4'CHAIN INK FNr- / \ m I\ LL 6ATE cy x Z 0) / / / / x \ / X \ / ^ \ \ \ / / / / X Q Q/ IL_ �A re IA to IA Ic ID►= =A tc ID►e ID to to Ie` LLILI A- 3 JAN 20D<Ls � v I LU X / / \ I �D rd J 1 J I s J ►� ` I I / \\ \ \ / 5.0r e r s r s ro ry\ I ! I I I EXISTING �/30b' I I / V W V WATER SERVIG m m _ \\ 1 px �OO,OO' X00.00' 5 dAN � m 3 I STORY FRAME �� X900 / / "— \Xa \ / \ PROPOSED I STY. ( PROO EED ILSTY. 4 m" FF.EL.663 //— /` CO ERT\�`�C STING �" 1\ \ / /AGE EiUIL�JP� / \\ //y\\ O G BU \ / \ 3 t� 6ATE / 4�GL€Iivvt'; � / CSA E -E �FFIGE d / X O ,PHASE I X X O PHASE I F,F, EL. (5'1.3) \ qw .b' o Ib.a X \ \ o f /\ \ O F.F. L. (5�.3) \� / \ / Q' / / \ 12,000 5.F, f .4 SLATE GONG. ALK I /\ \ \ a J I \ / /I2,000 S.F, \ / o'/ PATIO l > (DRY BUILDIN ) (DRY E�iJILD� 5TORY fJ p1J1 �I oVI `1 olof c ~ N � 91 oO.I O O f PATIO m / \( x \ �l / O ► \ \_ , �\�_ \ �_ r \ — \� \ \ V /� r �� , \ \= ► �� r \ \ \ _� 1 / l \ w W W ' / \ /\i I k -� / j -� y I Z'P/� U PROP.WATER SERVICE C- X J`\ ,per ID ro Aro D rD to _ c � ►c ,,� � i ►o � rc SD►d \ � x � /is ►�\ � x x � /s ►�\ � � /� ►�\ �/ �/,� I I � � � ��k �D t \ � I'\ is t \� PROP. (`� PA / 1 '�� , I� ! \ �\ , oma\ i / , q , \ J\ , \ �\ Irk�-- �\ \ 3 SIGN =- ® 0 _i I '/ / I60 - /I \ /ILA Gt5 NIG 1 / \ p �1 �`C , I I SPACES < ASPHALT DRIVEAY Q -D1 -p P� Wrn 1 J / \ / PROPOSED 1 STY. o ,� AGE BUIL.P� i /\ /\ AGE BUIL pQ" `` UJry w to ® PROP \/ \X / O ,PhiASE 2 / X X A `? KEYPD / O F,F. EL. (5 7 5) \ / / F,F, EL. (515) O 1 9 x x x PROP. PO XT d RAIL PENCE X x x \ / T 0 -c/ \� - / \ \ m rn ,q,b0o S,F, ,12,000 S.F, GATE „r I \ / (DRY BUILDIN 7y (DRY BUILDING) / 1 ��� p°' i�� _I _ =� /� , 'Imo'` _ 0 oN ^ / oa►— \°�— —° C.I t � \ o..tc A..rc o,t r a `;o.�r� i � o c o c o c o � �� �� I I" o /xv hmm3 p �2 AREA 41 \\X X \\ kyI\ II 5.0 r1\ � ► e. \ o/ AN BK/E r 00 � _ .00' O4z* �!ro o q I\ 0 PROPOSED I STY PROPOSED 15TY. g m PROP, SCREEN PLANTINGS 1 w/ \ 0 S ) \ \ AGE BUIL 3� /�\\ // X \ 0 F F. EL. (5'1.3) i �\ / ,� F.F.F,F, EL. (5'T.3 Q Q p z ry o I n I PROP. b' FENCE o z Z �` / ' \ �, .. z p / 12,000 S.F. LL f o o N 4 03 O 233.52 LL� z Q / /L2,000 S.F. \ / / BLOCK RET.WALL ? Q �[ \ (DRY BUILDING) (DRY BUILDING) M / ty tr ry° \ 7' _ Z o QI n ° I_I n /n to Q r,7 POTATO BARN CONCRETE O Q *� ;D 1 \ / I C' i- CO 1 \ I / I \ � LAND NIP OF WJF FARMS LLC N '��`� \\ / 1000-063-03-005.2 f(1 d / \ (COMMERCIAL SITE) x o� x x / \ x x x / T�'- 14 ro , oJ\ I /— ! , oma\ I , O--\ ro ! o' I LANDBAN ED 5PAGE5 \ / \ \ 0 - - �!ro "ro 4,ro �,ro R E V 1 5 1 O N 5 o z W q PROP, b' FENCE p z aa0o ao N 46°03'0011 W GRAVEL DRIVE �f 560.Sq' THESE PLAN5 ARE AN IN5TRKNT OF 5ERVI6E AND ARE THE PROPERTY OF THE ARCHITECT,INFRINGEMENTS WILL BE PROPOSED LIGHTING LEVELS (in PROMOUTED, FOOTCANDLES - TYP) RAB LIGHTING LED MODEL WPLED26 5000K CONTRACTOR 5HALL VERIFY ALL FIELD CONDITION5 AND WALL PACK LIGHTING FIXTURE; MOUNTED 15'-0" DIMEN51M AND SHALL BE RE5PON515LE FOR FIELD FIT ABOVE GRADE - HOURS OF OPERATION AND QUANTITY OF WORK,NO ALLOWANCE 5HALL BE MADE DUSK TIL 10:00 PM ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR (TYPICAL - SEE ELEVATIONS) NE6LECT ON HI5 PART, SITE L I O HT 1 NO PLAN 11900 Oregon A-1 1 = 321 Road Ric 11900 Oregon Road Cutchogue , NY SITE LIOHTINO PLAN RECEIVED 1/31/291q I---- DATE A oil, AUG 0 2 2019 __ A5 NOTED Southold Town 5 G A L E 3 OF 3 Planning Board DRAWN BY J Y B CHECKED BY DD COX LANE o LAND N/F OF JEANNE M. GRACE / 4.7 1000-083-03-004.5 LAND N/F OF NORTH FORK RECYCLING INC. (COMMERCIAL SITE) 1000 COMMERCIAL SITE)(COMMERCIAL SITE) , / oo (3- Uw n ro \\ °� N S 46'24'50" E / / / / 473.1 / 0 6' CHAIN LINK FENCE o \ x S 47'01'00" Ex_ _ 337.86' N h Z� z 03 6' PVC FENCE ad — — — — — / — — —62- V x x x x — — / — — — — — / — / / Ln hc5 \x\ x N 'Ax 4x CHAIN LINK FNC. �� / / / / /` — — — — M ATE Z / / / / / / —56— U_ LL: � xw J d x INGROUND Z - - - - - - / / 1 POOL 30.6' I ^ O z z _150 BRICK a n'6 ❑ ¢ 0 3 STEPS ?o'O �CONC. _ coo 40.8x41.6' / R.O. } rn w I BUNKER WOOD x ( . � I DECK 6' 0 16.0. / GATE x 4' C.L.F. / / r e / -Go ri CONC. WALK / _ ` x N T Ar) BRICK o 1.4 SLATE �� / " / / / / 'c STEPS 1.6 o PATIO \ ;,) � R.O. co 1 STORY .0' 6.6 0 \ / N FRAME 'to Li .11 `O o F GARAGE Mp a 6 i�v Q / G.F.EL. 60.9 0 64_ — \ 21.6 Nw° / \\ 30.3' / / n �� V / / / / OR/ Up - - _ I - - - � — / CONC. // � x - / / I� / / �lot* •c x — — I x / / / / N ASPHALT DRIVEWAY,/ 'O COQ cb oC.' _54- O Q in �O LJ Q a; 00 L / / / / x /x/ In /' / / / / 246,159 S.F. OR ° 9N x // / 5.65 ACRES / ( / —sa /� / J// / / / o O NEVV YO � \ / / / / / - - - - - - - - - _52 / CER11FIE 1LO tiY'• �2 [y ^ W� 2 10 / / — _ — 0 LO O Doo c6 N 4 '03' 0" ° 233.52' / / / — ? ' _ _ - - \=a aH� / a � a� J / S� p S�� BLOCK RET. WALL / x ,n ccbl 00 o CONCRETE O 00 / 2 I POTATO BARN O / N r / // THE EXISTENCE OF RIGHTS OF WAY h� j / _ I� (M0 / // AND/OR EASEMENTS OF RECORD IF LAND N/F OF WJF FARA3 LLC ;n / x x x / ANY, NOT SHOWN ARE NOT 1000-083-03-005.2\ � / x // // GUARANTEED. � (COMMERCIAL S/TE) / _ _ _ _ — _ _ _ / / \ Z / — -52 — — // UNAUTHORIZED ALTERATION OR ADDITION J TO THIS SURVEY IS A VIOLA 770N OF z w / // / — — / -- — — — \ —ss— — SECTION 7209 OF THE NEW YORK STATE \ r F-00 EDUCATION LAW. \ \ _ / ' / r- COPES OF' THIS SURVEY MAP NOT Z moo`��, THE/LAND SURVEYORS INKED SEAL BORR/NG -N-46003'00" W 560.89 ! EMBOSSED SEAL SHALL NOT BE CONSIDERED GRAVEL DRIVE / ^. d / Dr. TO BE A VALID TRUE COPY. I' N 1M — _ — GUARANTEES INDICATED HEREON SHALL RUN / ONLY TO THE PERSON FOR WHOM THE SURVEY -- IS PREPARED, AND ON HIS BEHALF TO THE _ _ — / TITLE COMPANY, GOVERNMENTAL AGENCY AND RECEIVED �E I E D LEND/NG INSTITUTION LISTED HEREON, AND �------- LAND N/F OF F. McBRIDE & SONS f TO THE ASSIGNEES OF THE LENDING INSTI— AUG 0 2019 1000-083-03-006.1 x TUT/ON, GUARANTEES ARE NOT TRANSFERABLE. —� (LANDSCAPING & CULTIVATED FIELDS) Southold Town Planning Board SURVEY OF DESCRIBED PROPERTY SITUATED AT KENNETH H. BECKMAN, L.S . CU TCH OGU E Surveying and Land Planning TOWN OF SOUTHOLD 1814 Middle Country Road SUFFOLK COUNTY Suite D Ridge, N.Y. 11961 NEW YORK (631) 345-9427 DWG. No. B19-19573.DWG S.C.T.M. 1000-083-03-005.3 DATE: APRIL 8, 2019 SCALE: 1" = 30' JOB No. B19-19573 FAX (631) 345-9429 toCL 0 ca � al U) i LL LL �r C)O 1n �"/��1Ji1o1�"r^"°,�✓s✓y yUt � � li irlho±`� ri �°�1 r �{;i�U� 1 �!I �` I i>,,,� r �h°m ;�. 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From: Lanza, Heather Sent: Tuesday, November 22, 2022 9:44 AM To: Don Wilcenski (dwilski78@gmail.com); Fishers Island Museum (fimuseum@fishersisland.net);Jim Rich; Martin Sidor (E-mail); Mia Jealous-Dank; Pierce Rafferty(prafferty@fishersisland.net) Cc: Palmeri, Allison; Michaelis,Jessica Subject: Outgoing Mail: Oregon Road Storage (aka Stone Wall Storage) From: Lanza, Heather Sent:Tuesday, November 22, 2022 9:44 AM To:Verity, Mike<Mike.Verity@town.southold.ny.us>; Bunch, Connie<Connie.Bunch @town.southold.ny.us>; Nunemaker, Amanda <Amanda.Nunemaker@town.southold.ny.us>; Dwyer,Tracey <tracey.dwyer@town.southold.ny.us>; Pontino, Susan<susan.pontino@town.southold.ny.us> Cc: Michaelis,Jessica<jessica.michaelis@town.southold.ny.us>; Cummings, Brian A. <brian.cummings@town.southold.ny.us>; Palmeri,Allison <allison.palmeri@town.southold.ny.us>;Terry, Mark <mark.terry@town.southold.ny.us> Subject:Oregon Road Storage (aka Stone Wall Storage) November 22, 2022 Planning Board Final Site Inspection for c.o. Oregon Road Storage (aka Stone Wall Storage) SCTM 83-3-5.3 The Planning Board reviewed the final site inspection for this storage facility on Oregon Road in Cutchogue at their work session on November 21, 2022. They found that the site has been constructed in accordance with the approved site plan. They have no objection to certificates of occupancy being issued for this site. Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherinsouth oldto iLgny . gra i Southold Town Plannin Board Work Session — November 21 2022 Page 2 Pro'ect Name 75 Schoolhouse at Cutchoguervest Pt.)9 CTM#: 1000-102-louse Location. se Road on the n/w corner of Griffin Street and School Ho Lan� on: Th se _q_rg?9mately 9 Resident al Sit Plan for the development offeet n/o the Main Road, �1 4 detached and attached .. �..__.. - Action Review for COs of several ver a nits Status Approved with Conditions u�' ;kita c-h ment s: staff Re ort Pro ect Name: _ Oregon Storage Warehouses SCTM#: 1000 ✓ wwww _ 83-3-5.3.. Location: 11900 Oregon Road,, Cutchogue Description: ' This site plan is for the proposed construction of a t69&360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft., 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Status: Approved � ��. ..... � Action �.._� Review for CO �� - -...O Buildrng #5 &#6 Attachments: Staff Report Project Name: Greenport Medical Offices & SCTM#: 1000-34 2-1 Residences Location: 160 This Site Plan appli an ort De cis for the proposed construction of four(4) campus- NYS Route style residential office buildings with three (3) medical office units on the first floor and ten (10) workforce housing units on the second floor of each, with 120 arking stalls on 4.7 aces in the RO and R-40 Zonin District. Status _.__ ..�._.. q Pending Action: Review Prosed1=GR Miti aou_.® w Attachments: Staff Report o . ...�__. _1000-102-5-9.4 ...��, _Pr 'ect� name g..._......._ ....Cutcl�oge�.��.�..� 9• �.._ r�ffWillmte� Jr, SCTM# 100 .. Description: This proposal is for a Standard Subdivision of a 2.38-acre parcel into 4 lots where Lots 1, 2 & 3 = 0.6 acres each, and Lot 4 = 0.5 acres, in the Hamlet Business Zoning District. Status Ap r�..d_._ .... . . _ _. _._. .... Action. Review Reveglptation Plan.__�_ . .... . Attachments Staff"RrortProiect ._ �.� .,__..... Location Name: 259 Orchards SCTM#. 1000-27-1-3 Orchard Street, Orient � Description: This proposal is for a Clustered Standard Subdivision of a 13.3-acre parcel into five lots where Lot 1 = 9.33 acres including a 1.35 acre building envelope and 7.98 acres of preserved Open Space, Lot 2 = 0.99 acres, Lot 3= 1.14 acres, Lot 4= 0.92 and Lot 5 0.92 acres in the R-80 Zoning District. Status: Conditional Sketch Approval _...._. Action: _....._ Discuss SEQRA Findings Attachments Staff Report_ .. ._._- _ _. _... . -ww_. ..... Southold Planning Department Staff Report Site Plan Application Work Session — Request for Phase 3 CO Date November 21, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Oregon Road Storage Buildings Applicant: Martin Kosmynka Tax Map Number: 83.-3-5.3 Project Location: 11900 Oregon Road Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5.7 acres # of residential units 23,760sf"Phase 1" 21,600sf"Phase 2" 24,000sf"Phase 3" 72,053sf total (includes 2,693sf of existing buildings) This Site Plan is for the proposed construction of a new 69,360sf self-storage facility. The proposed construction includes six (6) self-storage buildings: three (3) 1-story buildings at 12,000sf, two (2) 1-story buildings at 11,880sf, one (1) 1-story building at 9,600sf, and 20 proposed parking stalls, conversion of an existing 797sf garage to an office, and an existing dwelling to remain; all on 5.7 acres in the Light Industrial Zoning District, Cutchogue. III: Review A. Existing: a. ±1,896sf dwelling and ±797sf garage on 5.7 acre parcel; b. Surrounding land: i. Northeast: "Oregon Road Recycling" 4.5 acres in the LI zoning district; ii. Southeast: "North Fork Sanitation" 5.1acres in the LI zoning district; iii. South: 26.9 acre (farm) in LI zoning district (Ag District Exemption) iv. West: 0.38acre parcel in the LI zoning district with existing agricultural storage building (lot recognized by 2018 ZBA decision #7126) 1 v. A-C zoning district opposite Oregon Road B. Proposed construction: a. Phase 1 • Dwelling to remain (pre-existing) o January 2, 2020: permission granted from Planning Board to proceed with interior work prior to site plan approval; • Convert existing 797sf garage to office space o January 30, 2020: permission from Planning Board to proceed with interior work and abandon the existing pool prior to site plan approval; • Site grading and retaining wall construction: o Cut 5' from east property line and construct a 4'-5' retaining wall will 6' fence on top, at property line; o Fill/raise 5' along the west property line to achieve grade at center of property o Western Retaining wall: 1' from west property line, retaining wall @ 4' Y2" tall, 6' high chain link (black) fence on top of wall; 4' of landscaping and trees before pavement on site; • Construct two (2) storage buildings totaling 23,760 sf @11,880sf each o Buildings @ 60' x 198' (31' high; 20' floor); b. Phase 2 • Construct two (2) storage buildings totaling 21,600 sf o One (1) building @ 60' x 160' (9,600sf); o One (1) building @ 60' x 200' (12,OOOsf) o Both buildings @ 23' high c. Phase 3 seephotos) • Construct two (2) storage buildings totaling 24,000 sf(@12,OOOsf each) o Both buildings @ 23' high • Solar panels 2 C. Staff Analysis: Buildings #5 and #6 have been constructed as shown on the approved site plan. More than the approved amount of landscape plantings have been plantings on the entire site (see photos). Town Engineer was notified for Chapter 236 inspections during construction and the Building Department has no objection to issuing CO's in Phases for this project. Phase 3 includes the completion of buildings #5 and #6. Exterior signage has been completed. V: Planning Board Item to Consider Consider supporting the issuance of CO for the project that includes Buildings #5 and #6.. 3 Southold Town Plannin Board Work Session September 26 2022 Pa e 2 s... �.... ......... .. Location 17217 i . .. ...m.—ti.. ... SCTM# i 1000 122 6 35 7 Project Name I Mattituck Commercial Campus ., ..__...._...._. Main Road Mattituc Description: This Site Plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off- street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District ._ I Status ..... New Application .......W. .._......__ ..._.... I :ActionR - p .. _ Review for Completeness F Attachments Staff Report .^ Project Name: Harold R Reeve &Sons, Inc Standard SCTM# 1000 140 1 6 . . _.. Subdivision _� __ub i m_..... .. ....� ........ _ �.... � .. �...� ... _... _ attituck Description This 5proposal is for Standard Subdivision µ Location u of a 5.1 acre split zoned parcel into 4 lots where Lots 1-3 equal 1 acre each in the R-40 Zoning District and Lot 4 equals 1.8 ac Zonin Distracts res located in both the R-40 an Status: a Conditional P _ m.... rehminary Plat Approval _ Action �_Update Attachments Staff Rert ..�� _ g � . . �_�ge . � " .. 9 ,... M# 1000-83-3-5 3 e Warehouses I Locatuon ame 900 Oretoon Road Cutcho ue Description: This site plan is for the proposed construction a ±6 .6q "ft. self-storage _ 9 .� i 69,360 sq. ft. self-storage facility, and includes the construction of six 6 storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq, ft.� 1-story building. Also included is the conversion of an existing 797 sq. ft. garage' to an office, an existing dwelling to remain, and 20 proposed parking stalls all on' 5.7 acr es in the LightmIndustrial Zoning District. k Status �_ _w..,. _... .Approved_ i Action: I Revie � . �... ... for CO Building #3 &n#4 _w.... w ..._._ . w ... w ro,_ ... .�.�...��. Attachments: I Staff Report m w..... W_. ...-.-... . _e.. ._ _ , ..� m..... _ Prof ct Name. Gaines &G+�rg#!p1 Resubidivision I SCTM# 101!10 5 2 2.& 3 _ I Description: _ This sant Drive&p22617 East Main Road, Fishers Island - D Description: resubdivision proposes to transfer 6,941 s ft. between Lots 1 and 2 b p Y reconfiguration of the common lot line resulting in no net gain or loss in existing iR-1 ___.g lot areas n the w20 Zonin District � ca Action I Review for Completenesson �_ I Attachments.. ► Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Request for Phase 2 CO Date September 26, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Oregon Road Storage Buildings Applicant: Martin Kosmynka Tax Map Number: 83.-3-5.3 Project Location: 11900 Oregon Road Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5.7 acres # of residential units 23,760sf"Phase 1" 21,600sf"Phase 2" 24,000sf"Phase 3" 72,053sf total (includes 2,693sf of existing buildings) This Site Plan is for the proposed construction of a new 69,360sf self-storage facility. The proposed construction includes six (6) self-storage buildings: three (3) 1-story buildings at 12,000sf, two (2) 1-story buildings at 11,880sf, one (1) 1-story building at 9,600sf, and 20 proposed parking stalls, conversion of an existing 797sf garage to an office, and an existing dwelling to remain; all on 5.7 acres in the Light Industrial Zoning District, Cutchogue. III: Review A. Existing: a. ±1,896sf dwelling and ±797sf garage on 5.7 acre parcel; b. Surrounding land: i. Northeast: "Oregon Road Recycling" 4.5 acres in the LI zoning district; ii. Southeast: "North Fork Sanitation" 5.1acres in the LI zoning district; iii. South: 26.9 acre (farm) in LI zoning district (Ag District Exemption) iv. West: 0.38acre parcel in the LI zoning district with existing agricultural storage building (lot recognized by 2018 ZBA decision #7126) 1 v. A-C zoning district opposite Oregon Road B. Proposed construction: a. Phase 1 • Dwelling to remain (pre-existing) o January 2, 2020: permission granted from Planning Board to proceed with interior work prior to site plan approval; • Convert existing 797sf garage to office space o January 30, 2020: permission from Planning Board to proceed with interior work and abandon the existing pool prior to site plan approval; • Site grading and retaining wall construction: o Cut 5' from east property line and construct a 4'-5' retaining wall will 6' fence on top, at property line; o Fill/raise 5' along the west property line to achieve grade at center of property o Western Retaining wall: 1' from west property line, retaining wall @ 4' 'h" tall, 6' high chain link (black) fence on top of wall; 4' of landscaping and trees before pavement on site; • Construct two (2) storage buildings totaling 23,760 sf @11,880sf each o Buildings @ 60' x 198' (31' high; 20' floor); b. Phase 2 Construct two (2) storage buildings totaling 21,600 sf o One (1) building @ 60' x 160' (9,600sf); o One (1) building @ 60' x 200' (12,OOOsf) o Both buildings @ 23' high c. Phase 3 • Construct two (2) storage buildings totaling 24,000 sf (@12,OOOsf each) o Both buildings @ 23' high • Solar panels 2 C. Staff Analysis: Buildings #3 and #4 have been constructed as shown on the approved site plan. Infrastructure and more than the approved amount of landscape plantings have been completed on the entire site (see photos). Town Engineer was notified for Chapter 236 inspections during construction and the Building Department has no objection to issuing CO's in Phases for this project. Phase 3 includes the completion of buildings #5 and #6. Exterior signage has not been constructed yet and all exterior light fixtures on site have not been activated; therefore, once all of these items are completed on site, a final site inspection is required. V: Planning Board Item to Consider Consider supporting the issuance of CO for "Phase 2" of the project that includes Buildings #3 and #4. 3 f 1' Submission Without a Cover Letter 9 202Z Sender: mCJLr4`1,,� �� d " Subject: OV— E cLw . SA�>�e., vj-O� P-q SCTM#: 1000 - Date: Cl I q 122, Comments: qn Seoternber 27, 2021 — Paqe 2 Southold Town PI _0,ing Board Work Session Project Name. Hard Corner Southold M.lixed, Use : SCTM#: 1000-61-4-1 Location: 53530 Route 25, Southold Description: This site plan is for the proposed: mixed use construction of a 2-story 4,983 sq. ft, building fronting NYS Route 25 with retail on the first floor and three Affordable Housing apartments on the second floor and 25 parking stalls-, and four 1,597 sq. ft. 55 and older rental units along Wells Avenue. all on 2.28 acres in the Hamlet Business (HB) Zoning District. .. Status: Pending, Action: Referral Review (continued) Attachments- Staff Report Project Name:- The Heritage at Cutchogue (H/w CTM# 1000-102-1-33.3 Locat ion- 75 Scholhouse Road, on the corner of Griffing Street and School House Lane, approximately 1,079 feet n/o the Main Road, in Cutchogue. Description: This Residential Site Plan is for the development of 124 detached and attached dwellings. Status: Approved with Conditions Action: Review for CO's of several units Attachments: Staff Report Project Name: Oregon Storage Warehouses SCTM#: 1000-8131-3-5.3 Location: 11900 Oregon Road, CLItchogue Description: This site plan is for the proposed construction of a ±69,360 sq. ft. self- storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Status- Approved Action: Review for CO of the office and two of the storage buildings Attachments: Staff Report Project Name; Water Dynamics Corp. Storage Building , SCTM#: 1000-55-5-11 Location: 46950 CR 48, Southold existing 1.303 sq. ft. Description: This site plan is for the proposed conversion an e building to a water testing and filtration business; including the i construction of a 988 sq. ft. storage building on 0.28 acres n the General Business "B" Zoning District. Status: New Application Action: Review for Completeness Attachments, Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Request for Phase 1 CO Date September 27, 2021 Prepared By: Brian Cummings I. Application Information Project Title: Oregon Road Storage Buildings Applicant: Martin Kosmynka Tax Map Number: 83.-3-5.3 Project Location: 11900 Oregon Road Hamlet: Cutchogue Zoning District: Ll- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5.7 acres # of residential units 23,760sf "Phase 1" 21,600sf "Phase 2" 24,000sf"Phase 3" 72,053sf total (includes 2,693sf of existing buildings) This Site Plan is for the proposed construction of a new 69,360sf self-storage facility. The proposed construction includes six (6) self-storage buildings: three (3) 1-story buildings at 12,000sf, two (2) 1-story buildings at 11,880sf, one (1) 1-story building at 9,600sf, and 20 proposed parking stalls, conversion of an existing 797sf garage to an office, and an existing dwelling to remain; all on 5.7 acres in the Light Industrial Zoning District, Cutchogue. III: Review A. Existing: a. ±1,896sf dwelling and ±797sf garage on 5.7 acre parcel; b. Surrounding land: i. Northeast: "Oregon Road Recycling" 4.5 acres in the LI zoning district; ii. Southeast: "North Fork Sanitation" 5.1 acres in the LI zoning district; iii. South: 26.9 acre (farm) in LI zoning district (Ag District Exemption) iv. West: 0.38acre parcel in the LI zoning district with existing agricultural storage building (lot recognized by 2018 ZBA decision #7126) 1 v. A-C zoning district opposite Oregon Road B. Proposed construction: a. Phase 1 • Dwelling to remain (pre-existing) o January 2, 2020: permission granted from Planning Board to proceed with interior work prior to site plan approval; • Convert existing 797sf garage to office space o January 30, 2020: permission from Planning Board to proceed with interior work and abandon the existing pool prior to site plan approval; • Site grading and retaining wall construction: o Cut 5' from east property line and construct a 4'-5' retaining wall will 6' fence on top, at property line; o Fill/raise 5' along the west property line to achieve grade at center of property o Western Retaining wall: 1' from west property line, retaining wall @ 4' 1/2" tall, 6' high chain link (black) fence on top of wall; 4' of landscaping and trees before pavement on site; • Construct two (2) storage buildings totaling 23,760 sf @11,880sf each o Buildings @ 60' x 198' (31' high; 20' floor); b. Phase 2 • Construct two (2) storage buildings totaling 21,600 sf o One (1) building @ 60' x 160' (9,600sf); o One (1) building @ 60' x 200' (12,OOOsf) o Both buildings @ 23' high (12' floor) c. Phase 3 • Construct two (2) storage buildings totaling 24,000 sf (@12,OOOsf each) o Both buildings @ 23' high (12' floor) • Solar panels C. Staff: Infrastructure and most landscape plantings have been completed on the entire site (see photos). Town Engineer was notified for Chapter 236 inspections during construction. The Building Department has no objection to issuing CO's in Phases for this project. Exterior signage not constructed yet and all exterior light fixtures on site have not been activated; therefore, once they are completed a separate site inspection will be required. V: Planning Board Item to Consider Consider supporting the issuance of CO for "Phase 1" of the project. Town Hall Annex "y� Telephone(631)765-1802 llll OIOIr 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 RECEIVED ,. .,,. BUILDING DEPARTMENT JL0201 TOWN OF SOUTHOLD we UL60 Ra n nreng Board MEMORANDUM TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: June 23, 2020 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Oregon Road Warehouse Storage Location: 11900 Ore Yon .Road, CLitchogue, SCTM# 1000— Section 83 - Block 3 —Lots 5.3 Date: Maw Revised Date: March 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. ?Miichael J. e Chief Building Inspector RECEIVED FORM NO. 3 2021 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. . .......- ��7r� I'Anr NOTICE OF DISAPPROVAL DATE: February 14, 2020 RENEWED: June 22, 2021 TO: WJF Farms LLC 8405 Cox Lane Cutchogue,NY 11935 Please take notice that your application dated February 14, 2020: For permit to: construct an a6n,&ultural pale barn and shed at: Location of property: 125 5 Oregon Road Cutcho pe NY County Tax Map No. 1000—Section 83 Block 2, Lot 12.7 Is returned herewith and disapproved on the following grounds: The pro c sed shed, on this cc r formi:r : 5 ,J27 sq. ft. lot in the AC District is not pen-pitted pursuant.to Bulk Schedulewhich requires a minimum side yard setback of 2 feet. The proposed shed has a minimum side yard setback of 10 feet. Additionally, pursuant to Article XXIII, Section 280-127 the p1qpLcLsed uses require site plan approval from the Southold Town Planning Board, You may now apply to these agencies directly. Authoee ,'gnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board,ZBA 0 111 DAA DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 (516)671-3624 fax#(516)759-7138 e-mail DAA93@msn.com June 19 2020 � nni nnnnin nn m� Town of Southold Planning Board r 54375 Main Street ,,ICJN 2 13, 2020 Southold NY 11791 i. --- �u,�� r� o'ro- �. FIanri� ri Board Attn: Brian Cummings .............._........... ... Re: 11.900 Oregon.Ted - �oUa`L uKhc wv Cutchogue, N SCTM 1000-83-03-005.3 Dear Brian Please find attached 9 set for Planning Dept approval as requested Contact me with any questions. David DiGiovanni, RA, aia Oregon Rd TOS 6.19.20 Submission Writhout a Cover Letter RECEIVED 1'J I'°°J,,i 19 %f112 d0, Nanin6ng Board Subject. (- SCT . 1000 Date: R 1 Co encs: OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexOF 5 P.O. Box 1179 54375 State Route 25Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ' Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner Date: June 16, 2020 Re: Proposed Site Plan for Oregon Road Warehouse Storage 11900 Oregon Road, Cutchogue SCTM#1000-83-3-5.3 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This site plan is for the proposed construction of a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Your certification is requested by June 23, 2020. Thank you for your cooperation. Encls: Site Plan Application Site Plan Southold Planning Department Staff Report Site Plan Application Work Session — Update for determination Date June 15, 2020 Prepared By: Brian Cummings I. Application Information Project Title: Oregon Road Storage Buildings Applicant: Martin Kosmynka Date of Submission: August 2, 2019 Tax Map Number: 83.-3-5.3 Project Location: 11900 Oregon Road Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5.7 acres # of residential units 23,760sf"Phase 1" 21,600sf"Phase 2" 24,000sf"Phase 3" 72,053sf total (includes 2,693sf of existing buildings) This Site Plan is for the proposed construction of a new 69,360sf self-storage facility. The proposed construction includes six (6) self-storage buildings: three (3) 1-story buildings at 12,000sf, two (2) 1-story buildings at 11,880sf, one (1) 1-story building at 9,600sf, and 20 proposed parking stalls, conversion of an existing 797sf garage to an office, and an existing dwelling to remain; all on 5.7 acres in the Light Industrial Zoning District, Cutchogue. III: Review A. Project Summary • Referral Review conducted March 9, 2020. The Planning Board generated a follow up letter with numerous requirements (detailed below); • SEQRA Negative Declaration March 9, 2020; • Revised Site Plans and additional information submitted in March., B. Existing: a. ±1 896sf dwelling and ±797sf garage on 5.7 acre parcel; b. Surrounding land: 1 i. Northeast: "Oregon Road Recycling" 4.5 acres in the LI zoning district; ii. Southeast: "North Fork Sanitation" 5.1 acres in the LI zoning district; iii. South: 26.9 acre (farm) in LI zoning district (Ag District Exemption) iv. West: 0.38acre parcel in the LI zoning district with existing agricultural storage building (lot recognized by 2018 ZBA decision #7126) v. A-C zoning district opposite Oregon Road C. Proposed construction: a. Phase 1 • Dwelling to remain (pre-existing) o January 2, 2020: permission granted from Planning Board to proceed with interior work prior to site plan approval; • Convert existing 797sf garage to office space o January 30, 2020: permission from Planning Board to proceed with interior work and abandon the existing pool prior to site plan approval; • Site grading and retaining wall construction: o Cut 5' from east property line and construct a 4'-5' retaining wall will 6' fence on top, at property line; o Fill/raise 5' along the west property line to achieve grade at center of property o Western Retaining wall: 1' from west property line, retaining wall @ 4' '/2" tall, 6' high chain link (black) fence on top of wall; 4' of landscaping and trees before pavement on site; • Construct two (2) storage buildings totaling 23,760 sf @11,880sf each o Buildings @ 60' x 198' (31' high; 20' floor); b. Phase 2 • Construct two (2) storage buildings totaling 21,600 sf o One (1) building @ 60' x 160' (9,600sf); o One (1) building @ 60' x 200' (12,OOOsf) 2 o Both buildings @ 23' high (12' floor) c. Phase 3 • Construct two (2) storage buildings totaling 24,000 sf (@12,OOOsf each) o Both buildings @ 23' high (12' floor) • Solar panels E. SEQRA: Negative Declaration issued March 9, 2020; action 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 11 list of actions. 1. With reference to the Planning Board letter dated March 11, 2020: A. 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; Submitted: yes; this application obtained approval from the SCDHS Board of Review on March 13, 2020, for: Reference C10-19-0006: Multiple Uses per plan @ 1298gpd Staff: existing sanitary system to be removed and new sanitary system proposed and located on the site plan. B. Provide the following items pursuant to Town Code Chapter 236 for Storm Water Management: a. The apron connecting to Oregon Road must be constructed of asphalt for a minimum of 5' from the existing edge of the asphalt pavement. Beyond this 5' apron may be constructed of concrete. Indicate the direction of stormwater flow on the access driveway showing which portion flows to the site and which portions flows to Oregon Road; b. Revise the "Typical Section —Asphalt Pavement" to not that New York State Department of Transportation (NYSDOT) Specification will be used as the base course; c. Drainage system Nos. 3,4,5,6,14,15,18,19,20,21 are all deep, single leaching pool systems with an open grate. These structures will be prone to failure and difficult to maintain; 3 d. It is recommended 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; e. Identify perimeter curbing and the stormwater flow at the southerly portion of the site to verify grading towards Drainage System Nos. 24, 25 & 26; f. Provide details that show how stormwater will be directed into these systems and prevented from flowing off site to the adjacent parcel(s); g. The Site Plan must show the location of and details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction; h. The site plan must show the location of and details for the concrete washout and soil stockpile areas; Submitted: yes; on Grading and Drainage plan C. Provide Blue Spruce plantings in lieu of the sixty-seven (67) proposed Eastern Red Cedars. The Blue Spruce plantings shall be provided at 3' — 4' tall; Submitted: yes; on Landscape plan D. It is required that existing vegetation occurring to the south, east and west property lines be retained together with the trees that surround the existing single family home to protect existing scenic resources; E. Pursuant to Town Code §280-95B, provide a minimum 4' wide perimeter landscaped area between the pavement area and the east and west property lines, including shade trees every 40' as specified below: i. West property line: minimum of fourteen (14) shade trees; ii. East property line: minimum of twelve (12) shade trees; F. List the following Best Management Practices (BMP's) to further protect ground and surface waters: i. The use of native, drought-tolerant plants is required in all landscaping; ii. Only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture are permitted; iii. A maximum of 1 Ib. of nitrogen per 1000 square feet in any one application is required, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; 4 iv. The application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1St and April 1St is prohibited; v. 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. Submitted: yes for items D, E, and F above; shown on Landscape Plan G. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: i. The photometric plan must show foot candle (fc) values extending from the light source to the property lines, every 10 feet, continuously throughout the site. Foot candle values must be shown to the property lines or until they reach O.Ofc. 5.Ofc is the maximum allowed by Code on site however less than 5.Ofc is strongly encouraged in this rural location. < 5.Ofc can achieve adequate site lighting; ii. Provide an informational table on the photometric plan that includes all fixture details including: quantity, height proposed, color temperature (s 3000K), lumens per fixture, total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the maximum lumens permitted for this site is 142,500 (5.7 x 25,000 = 1427500); iii. Include specifications and details for sign light fixtures (if proposed) for the freestanding sign; iv. If security lighting is needed, use motion-sensors during off-hours and identify these fixtures on the photometric plan. Exterior lighting Photometric Plan: i. Forty-Eight (48) —Wall Pack fixtures @ 15' high 1. RAB —WPLED18Y @ 3,000K Staff: Code compliant; ii. One (1) main gooseneck sign fixture (RAB GNILED13YSAC11B) proposed @ 3000K 5 Staff: Code compliant; iii. Total Lumens permitted (25,000 per acre) = 142,500 iv. Total Lumens provided = 121,020. This requirement is met. Staff: No lights included for the dwelling. Verify with applicant if there are existing dwelling lights to proposed to remain (must be Code compliant) or other; V: Planning Board Item to Consider 1. Revise the site plan and provide five (5) final prints including the following: a. Remove the word "landbanked" from all usage in the proposed asphalt area. There are 20 parking stalls that are proposed to be striped when completed, and the remaining amount of required parking stalls are shown on the site plan with dashed lines and are not proposed to be striped. Since there is no landscaping proposed in the area of the required parking stalls shown with dashed lines, "landbank" should be removed. Notes within the parking calculation section identifying this distinction may be helpful 2. Once a sufficient plan has been provided including any items detailed above, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met and the application will be eligible for a determination at the next available public meeting. 6 Southold Town Planning Board Work Session — June 15, 2020 — Page 2 Project Name: Cell Tower at Laurel Stone SCTM#: 1000-122-6-35.4 Location- 7055 Route 25, Mattituck .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Description: This proposed Site Plan is fora 120' tall wireless communication facility (cell tower) for one Verizon section 110' -120' a.g.l. and two AT&T antenna sections 90' - 1 10' a.g.l. and three (3) empty 10' sections for possible future co-location (all concealed within the pole), along with a 2,500 sq. ft. area for proposed associated ground equipment. There are ±5,078 sq. ft. of existing buildings including a stone supply yard and associated accessory structures, all on 1.6 acres in the General Business Zoning District. Status: Pendin g .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Action- Review stipulation and current status/remaining item. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Project Name: Oregon Road Storage SCTM#: 1000-83-3-5.3 J g g Location- 11900 Oregon Road, Cutchogue .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Description: This site plan is for the proposed construction of a ±69,360 sq. ft. self- storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Status: Pending .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Action: Review Revised Site Plan .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Attachments. Staff Report Project Name: Southold Gas Station & Convenience Store SCTM#: 1000-55-5-2.2 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Location- 45450 CR 48, on the s/w corner of CR 48 and Youngs Avenue, Southold.. .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Description: This Amended Site Plan is for the proposed conversion of an existing 3,476 sq. 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' x 24' (1 200 sq. ft.) and the other at 50' x 50' (2,500 sq. ft.) and 29 parking spaces on 1.46 acres in the General Business (B) Zoning District. .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Status- Pending .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Action: Review Revised Site Plan .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Attachments. Staff Report Submissi lz Without a Cover Letter �ry E Serf er: .k, Subject: ) SCT : 1000 Date: S�g-vpoao � 4 ........... � , DAA [Z E I 1"� DiGiovanni and Associates Architects 26 Preston Avenue SN' �aulFOI J'�Tb'�+vr°y.. Sea Cliff, NY 115679 ariii- ig Board Tel: 516-671-3624 Fax: 516-759-7138 -_-- Finail• nAA4:t@mcn rom LETTER OF TRANSMITTAL VIA: FEDEX TO: Brian Cummings Town of Southold Planning Dept 54375 Route 25 PO Box 1179 Southold, NY 11971 FROM: David DiGiovanni DATE: March 19, 2020 RE: 11900 Oregon Rd \ DceT N Skcxacf Wo cel ��`xw— Cuthogue, NY / J Enclosed please find the following referenced location: . #OF ITEMS DESCRIPTION 4 Exterior Lighting Plans COMMENTS: For Approval Contact me with any questions Thank you, David DiGiovanni, RA, aia SLAAC)-V- COUNTY CF SUFFOLK �I� IIIIIIDI y__� I DIA-1111E�mm....... `0 A 2020 Sprmaj,�okJ four) s,rEVEN lil ,lll,,,.ONE maiurunlhg ttarruacll UFFOK..K COUNTY E='cLMVH �.. ....._ ....m...,..._.__. �........... DEPARTMENT OF IWir LTH JAMES L,TOMARKEN,Mia, MPIH,MBA, PERMIT CONDITIONS- ,,tl,, ices 1tf ren.0 ltl l ty l ltw 'flie attaa he : l . , when ddly signed as represeritztfiVC Of the p °a t tat, in, conjunction with this, t ondi�,ic:aaa,qb cas tfLu nnit 10 constrtic,j a Water StIpply and/ora sewagc sjjvasal or c 'lleclti Baa syst rn for The property as depicted. '11w applicant ant i-aould take rao(ca of any conditions i),f approval, Wl:ai lrmay' be indicated on the plan or actcciConstructionra � ��t conform rapplic4ble tallrrds including "Standards ° Sewage � a�ri � Other € aar Single '?savoy 'Residences."' ()missions, it:a aaaISi tr.rac i s crr hick, of a,t-il on, the plari, do rtrrI release the relieve iraacrt.ion atwr in r ;aal`onnanc� with ;piic a l t nd aAs, Issuance la a.at � r the rc� �il ilJt l" ark the a s °° aance ca tiri is rraaat hall in away way a l a the claire tarcrfessicaaaaa.] of responsibility onsibility for the, adequacy Of the complete design. 'b Permit (lalaa:ra) rexpires . it s d-irea t y aafter the approval (kite. a rawltirjatirr wic may al5ect elle n �� aai sewage, disposal Or a rt r sag)plyx systerns requir s sul)missaraaa of as revised plan, and additional tee (if applicable) ror reaappro , l prior to construction, No iraspetions � t:ll tae per rrned pLu r the detr ient or expired "ts. Permits may be renewed,ed, ext a ded, traaaast' err , or rvised in acuordancc with the procedure s ala a ri,bcd in 'let a-aa tions, to Renew, l4° t as ,, aaa° Transfer an Rxisting Permit for Other than Single Family ,siders `ear Wlt 't . It is the applicant's respoararillilit to call fuse department In advance to arrange inspectionsiuspections of the, sewage disposal and/or Water aa; lly ltaliti aracato backfilling. 'I'hese include inspections of the Sewage call aicar ,ct disposal sy teals Water Supply syst rn cornpaaents and piping, aaaac.i.final grading wi showu on the approved plans. In certain cases, era rrr tamers crf a°.l°e soil excavation may be required to tlrtr .ti°ac aar°arept,.l alta ail the soc i,ls icer sewage disposal systa rn& "alae department east be notified aat least ' hours in advance to schedule an i:nspert°icart raa . ' 2-5754-, and excavation iaaaaPect,iaata must also lay con -5700 prior to 9:30 a.m., the aratarni°ra,g of the b1sp ctiaara,. Article VII qf the 154blk coullty Codes "Septic IndustrY li a iar a~ ," requires tilat all installers of'selpfic systems within � fit laal : a ,at slr rll rcrs ess a valid lica�ra��efir a, r the Suffolk t:,;'raaara l� Effie� c 't�.° �r rr�a er.��i iairs. aix� q ,c can re is to,per rra ire c�c°tic�arr r 1ir•arrrt.r�nal a�appr•arval.l r° the rcrarstrraa tie err al r a�� c is that are installed lair a n urrlicc rrs al individual, It is, ther e iar e, irr y our°hest iarter esi to utilize a cesspool contractor torr with a°a valid license tai avoid substantial delays, in your firer°reject.. Final approval issued by the Departmeitt is necessary prior to the occupancy of new buildiugs, additions toLst~° buildings,or for the use sewage deposal or water supply y° t s. SEE W WMA 1, (Rev. 2/20/.19) fags l of ' eNo. �, al�lrw,n... Project Nanic X ,°. CONDITIONS FOR OBTAINING FIN, PROVAL OF CONST'RUCTED PROJECT onditiori, Of this :���������;� .�. i.,ttstru ct, thc rottot:nilern,,,j r11ut J)e corapleted min�imurn, prior to building,occupancy ctrl' ase oNbe sewagedisposal �rw t or water suppl ° .hail ties. dor further lrt°l rm tion Concerning1.1 to Instrixetious For l 11eabb Departaxent Approval of Consuileted Project or Other'Fhan SingleFamily Residences UAO ,-1 ), flxcw atic� Inspcc tion by dw Offi rel M� t tt"r 1"fio�� �� It.'rit>t��nor t�� ��� t t l 4la��� of my lead J a „ >r� l rl tw t a r acceptability tklt l soils. tti ° .11 754, to ,,x,[AuJc �,rt) irr.l� otioit 4� ogfirtpi ��,,calling. d"2­57010 pw°trar to 9:30 iz,rn., t rorr rrr t Mit in.Iw, ion,,) Sinspection or nspl rn b Officc,"of o ts � yste / raes ' atrt rtCall 54 to scliedule ars inspectim. Safisfactoiry inspection of the wat r l '*stem Office of Wastewater M-an gt t(Call 852-5754 toh�dkil wt is ect OM) Office of Watu Resources, Water Quality UT it(Call 2-5810 for fit : tl. a) Satisfactory inspection b the Office of Polludol).(.'01 tar l(C011 854-2502 for inspection.) Storage :r" Other: Application for a Food Permit t the f'ood Cribro.Unit(Call 852-.5873 for structl ) Frailer( )lwhruts of an -I :lltl xia "Tap letter" ft-o , water y'sy�.pc Certifications o the 11ceri-sd wwago disposal system_brat ll r® "S- ftp, „from Sutfolk Coxwty Department of Public z (SC:l el ) Surer l tri t approval :1:sewer lira ins'Wi tnt (for other, tl a t'��:�; I� districts) Well dlll. rrdt analy$iLS lsa on rr -304) I/ F t�tla r�rtr lel.. t r . Contract ll_ . Certification of sewage Di areal Syr nt. 1) ldo t(f"orrirn.' l -d tl) Design,Professionals Certification.of , x� trurd Works (forr . 1 - 73, mnl.o �) for.- Sewer rmSewer lines and "rage collecuonswstern EJRetaining walls (arq',)rouged as part of the sew�ige disposal $Y, tew) Sewage jyurnp station/valve chanilxr �.... Babb-stuface sewage disposal systern Sewage treatmmt plant Water supply system 0la derei,.'ie�,t of PTeexisting sewage dimers al system sr° dior mater 1ppl .,. r: Othen ., �._ . ... w.. 1. (Rev. 2/20/19) Page 2of 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexDOP.O. Box 1179 54375 State Route 25 / n Southold, NY 11971 ,fir . (cor. Main Rd. &Youngs Ave.) , Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 00 COU.0 5� . PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 10, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: SEAR Determination - Site Plan for Oregon Storage Warehouses 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 : Zoning District: Light Industrial (LI) Dear Mr. Kosmynka: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, March 9, 2020: WHEREAS, this site plan is for the proposed construction of a ±69,360 sq. ft. self- storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 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; and WHEREAS, the Planning Board performed a coordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA); be it therefore Oregon Storage Warehouses Page 2 March 10, 2020 RESOLVED, that the Southold Town Planning Board hereby declares Lead Agency status for the SEQRA review of this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encls, OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 q So&/. 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , Southold, NY w+ Telephone: 631 765-1938 www.southoldt owrniy.gov cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Oregon Warehouse Storage Project Number: SCTM#1000-83-3-5.3 Date: March 9,2020 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: Oregon Warehouse Storage Location: SEQR Status: Type 1 Unlisted X Scoping: No X Yes_ If yes, indicate how scoping will be conducted: Description of Action: his site plan is for the proposed construction of a±69,360 sq. ft. self-storage facility, and includes the construction of six(6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. The project is proposed to be completed in three construction phases. SEQR Environmental Assessment Page 12 March 9. 2020 Reasons Supporting This Determination: 1. Impact on Land The parcel is zoned Light Industrial (LI). The purpose of the district is defined as: "to provide an opportunity for business and industrial uses on smaller lots than would be appropriate for the LIO Light Industrial Park/Planned Office Park District. " The, parcels to the east, west and south are also zoned Light Industrial (LI). The parcels to the north(across Oregon Road) are zoned Agriculture Conservation (AC). The proposed warehouse storage use is consistent with the above purpose of the zoning district. The land uses surrounding the parcel include residential and active agriculture to the north and west and commercial and industrial uses to the east. The parcel abuts the Town of Southold Landfill to the south. Adverse impacts to land are expected to be low. 2. Impact on Geological Features The proposed project site does not contain nor is it adjacent to any unique geologic features. 3. 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 and sediment. The control of storm water will be achieved on-site through the installation of 21 drywells. Adverse impacts to surface waters are expected to be low. 4. Impact on Groundwater 1. Water Supply: The parcel is located over the Nassau—Suffolk Sole Source aquifer and northeast of the Special Groundwater Protection Area(SPGA). The Suffolk County Department of Health Service has indicated that the applicant has an application(C10-19-0006)pending under review. The test well indicates that groundwater was encountered at 2 F below grade. Therefore,no construction limitations due to groundwater exist on-site. Suffolk County Water Authority public water is currently located in Oregon Road and supplies the existing single family residential structure. A new proposed water service line will be connected to the one story frame garage that will be converted to an office for the use.No other new connection is shown on the site plan. An in-ground pool on-site is proposed to be removed thereby conserving potable water. SEOR Environmental Assess ept Pae 13 Marcli 9, 2021 2. Sanitary Disposal: The existing subsurface, sanitary system serving the single family residence will be removed and replaced. A new conventional subsurface sanitary system is proposed. The total calculated design density flow is 3,432 G.P.D. for the parcel. A total of 1298.2 G.P.D. is proposed for Phase I, II and III. The existing single family residence is estimated to use 300 G.P.D. A bathroom is proposed to be added the office building; increasing the sanitary wastewater flow on site by 47.8 G.P.D. The Phase I storage warehouse is estimated to use 950.4 G.P.D. (note that water connections to storage/warehouse buildings are not shown). The Phase II & 11145,600 sq. ft. mini warehouse is proposed to be covenanted to include "no flow" to the building. 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 47.8 G.P.D sanitary flow over the existing conditions is not significant. The Suffolk County Department of Economic Development and Planning in a January 9, 2020 letter recommended that due to the proximity of the parcel to the SGPA the installation of a I/A OWTS is recommended. The impacts from sanitary waste disposal are expected to be low. To minimize nutrient and pesticide loading into groundwater, the Planning Board will require the following best management practices 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 maximum of 1 lb. of nitrogen per 1000 square feet in any one 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 Southold Town Engineer is requiring New York State Department of Transportation (NYSDOT) Specification RCA in design to further protect groundwater quality. The expected adverse impacts to groundwater quality are expected to be low. rnn�e ._ .Assessni t Page March 9 2020 Sl� R Lz�y..io � t�rda� . ........�® 5. 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. Adverse impacts on flooding are expected to be none too low. 6. 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. 7. 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. No gg ificanl_removal or destruction of lie quantities of vegetation would occur as a result of this action. The majority of the site is in active agriculture and has been cleared. A line of trees follows the southern and western property boundaries. Small areas of woodland habitats are located to the south of the parcel. 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. Due to the current use of the parcel, the occurrence of plant and animals on site is expected to be low and indicative of those species encountered in neighbored settings. Species located in the adjacent areas will be protected by management regulations if necessary. Landscaping on site will be provided to screen the buildings and within the parking area. A total landscaped area equal to 25 percent is required and 25.55 percent is proposed. Sixty seven blue spruce trees or American holly will be required. Ell rnv ro�mental Assessment Page 15 _Marcli_2, 202Q Adverse impacts to existing plants and animals are expected to be none too low. 8. Impact on Agricultural Resources The parcel is designated within an Agricultural District Suffolk 01. The parcel is cleared, and in active agriculture and residential use. On-site dominate soil groups include Riverhead Sandy Loam (Prime and Statewide Importance) and to a lesser extent Plymouth Loamy Sand (Prime). Lesser areas of Haven Loam (Statewide Importance) soils occur in the north east of the parcel. All of the soils on site are listed as prime agricultural soils or soils of statewide importance. The soil groups are well suited for all crops. The potential of erosion is slight. Soils characteristics or slopes on site will not impede development. The preservation of prime agricultural soils or soils of statewide importance in Southold has been largely attributed to the continued practice of farming, however, the conversion of prime agricultural soils to non-agricultural uses results in perpetual loss. Areas of prime and statewide importance agricultural soils will be impacted and lost. The loss of these soils is inevitable with the proposed light industrial use of a Storage Facility/Warehouse which requires large buildings and areas of pavement. The permanent loss of agricultural soils will result if the action is approved. 9. Impacts on Cultural/Archeological Resources 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 low. 10. Impacts on Aesthetic Resources The proposed storage buildings are large and are proposed to be a maximum height of 31' in height to the peak. Copulas on each of the buildings will increase the height another 9.8 feet. The total height of each building in Phase I is 40.80 feet. The storage buildings in Phases I through III are less in height at 32.80 feet. The parcel is located south and east of scenic resources important to the community (Oregon Road and Depot Lane). It is not visible from an officially designated scenic resource by a governmental agency. The parcel is not located adjacent or near New York State Route 25, a New York State Designated Scenic Byway, however, it is located south of the Oregon Road and east of Depot Lane. These roads have been identified as providing scenic qualities that are important to the public for their rural qualities and open space view sheds. SEOR Environmental Assessment Pyr Lh March q. 2020 The parcel occurs to the south of Oregon Road and the storage buildings will be visible to users traveling east. Site plan design has minimized adverse impacts to the scenic resource experienced by the users: The storage buildings are set back from the road and screened by 3'- 4' blue spruce trees and the existing house and garage structures on site will be integrated into the use. The conversion of the existing house and garage on the parcel to the office for the facility supports retaining the scenic qualities of Oregon Road. The adverse impacts to scenic qualities of Oregon Road are expected to be low. The parcel occurs to the east of Depot Lane and the storage buildings will be visible in the distance to users travelling north and south(looking east). Views to the east are currently of open space and actively farmed lands. Potential adverse impacts to scenic view sheds from Depot Lane will be mitigated by the distance of the buildings to the road and the installation of trees 40 feet on center along the west property boundary. The parcels to the west of the parcel are zoned LI and LIO with development rights intact. Future build out of these parcels are expected to obscure the development on the subject parcel. Adverse visual impacts to the scenic view sheds will be partially minimized by distance from Depot Lane to the parcel and the vegetative screening proposed to minimize the disruption of the scenic resource from Oregon Road. Adverse impacts to aesthetic resources are expected to be low. 11. Impact on Open Space and Recreation The site does not currently offer public recreational opportunities. Future recreational opportunities could be achieved, however, due to location; the likelihood of the land area being converted for recreational use}s low. 12. Impact on Critical Environmental Areas The site is not located within the NYSDEC Critical Environmental Area. 13. Impact on Transportation The storage building use is not a large trip generator. Access to the site is achieved from Depot Lane, Cox lane and Oregon Road. Access from Depot Lane and Cox Lane to Oregon Road originates from County Route 48. Both of the intersections are signalized. An increase in vehicle trip generation or patterns over existing conditions on Oregon Road is expected. Oregon Road is a collector road that is used by residents and farmers and the impact from vehicle trip generation is expected to be low. A routing plan for vehicles accessing the site is not proposed. A total of 80 parking spaces are required and 81 are provided. Four ADA parking spaces are shown. Sixty-one parking spaces of the 80 required are proposed to be land banked. E l nyi�ol e��al sessmep! Pae 7 arch,2Q2�1 Adverse impacts to transportation/traffic are expected to be low. 14. 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 LED WPLED26 3000K lighting with operation from dusk to I O:00PM. Further solar energy generation is proposed on the buildings. Energy use is expected to be low. 15. Impact on Noise, Odor, and Light Noise currently results from normal activities associated with the use on-site.Noise resulting from the construction 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(2019)has been submitted. LED 3000K wall packs are proposed to operate between dusk and 10:00PM. The total number of lights is not provided however, the plan shows no light trespass onto adjacent properties. 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 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 complies with the Southold Town Code and is not in significant conflict with the Southold Town Farm and Farmland Protection Strategy(2000) and Community Preservation Project Plan(2016 update). 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 January 15, 2020 memorandum. Sl ,gpr . Adverse impacts of the proposed action on the consistency of community plans are expected to be low. 17. Consistency with Community Character The character of the community is comprised of light industrial uses, working farms and active agriculture and open space. The Town of Southold landfill occurs to the south of the parcel. Two fire hydrants will be required on-site 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). A low 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 OFFICE LOCATION: , -- MAILING ADDRESS: Town Hall Annex ' s � ° P.O.Box 1179 54375 State Route 25 � � �F� � � �� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY lo; www.southoldtownny.gov 211 r PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 2, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Proposed Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: In response to your request submitted February 21, 2020 and the subsequent Planning Board discussion at their February 24, 2020 Work Session, the Planning Board agreed to allow you to proceed with front yard landscaping work and plantings prior to Site Plan approval. The Planning Board would like to take this opportunity to remind you that this site remains under Site Plan review, and that any improvements made prior to Site Plan approval are at your own risk. The Planning Board's permission to proceed with the specific work you request does not imply that an approval is guaranteed. Nor will this permission preclude the Planning Board from making necessary changes to the layout or site elements that may affect the site design. Please call the Planning Department at 631-765-1938 with any questions. Re ec"U" Brian Cummings Planner cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer OFFICE LOCATION: ,. MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 y p Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY �� Telephone: 631 765-1938 ' wl' www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 28, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Proposed Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: am writing as a follow-up to the Work Session held on February 24, 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 ( CDHS) 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. Obtain a letter of water availability from the Suffolk County Water Authority (SCWA) and provide a copy to this department; 3. Provide a written certification from the project engineer that this action will not affect waters of the State and therefore not require a SPDES permit from the New York State Department of Environmental Conservation (NYSDEC); 4. 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. Oregon Road Storage Page 12 February 28, 2020 a. Provide water usage numbers (including any proposed irrigation); b. Provide the following items pursuant to Town Code Chapter 236 for Storm Water Management: i. The apron connecting to Oregon Road must be constructed of asphalt for a minimum of 5' from the existing edge of the asphalt pavement. Beyond this 5' apron may be constructed of concrete. Indicate the direction of stormwater flow on the access driveway showing which portion flows to the site and which portions flows to Oregon Road; ii. Revise the "Typical Section —Asphalt Pavement" to not that New York State Department of Transportation (NYSDOT) Specification will be used as the base course; iii. Drainage system Nos. 3,4,5,6,14,15,18,19,20,21 are all deep, single leaching pool systems with an open grate. These structures will be prone to failure and difficult to maintain; iv. It is recommended 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. Identify perimeter curbing and the stormwater flow at the southerly portion of the site to verify grading towards Drainage System Nos. 24, 25 & 26; vi. Provide details that show how stormwater will be directed into these systems and prevented from flowing off site to the adjacent parcel(s); vii. The Site Plan must show the location of and details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction; viii. The site plan must show the location of and details for the concrete washout and soil stockpile areas; c. Provide Blue Spruce plantings in lieu of the sixty-seven (67) proposed Eastern Red Cedars. The Blue Spruce plantings shall be provided at T — 4' tall; Oregon Road Storage Page 13 February 28, 2020 d. It is required that existing vegetation occurring to the south, east and west property lines be retained together with the tress that surround the existing single family home to protect existing scenic resources; e. Pursuant to Town Code §280-95B, provide a minimum 4' wide perimeter landscaped area between the pavement area and the east and west property lines, including shade trees every 40' as specified below: i. West property line: minimum of fourteen (14) shade trees; ii. East property line: minimum of twelve (12) shade trees; f. List the following Best Management Practices (BMP's) to further protect ground and surface waters: i. The use of native, drought-tolerant plants is required in all landscaping; ii. Only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture are permitted; iii. A maximum of 1 Ib. of nitrogen per 1000 square feet in any one application is required, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; iv. The application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1St and April 1St is prohibited; v. 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. g. Provide a revised photometric plan consistent with §172 of the Town Code, and the following requirements: i. The photometric plan must show foot candle (fc) values extending from the light source to the property lines, every 10 feet, continuously throughout the site. Foot candle values must be shown to the property lines or until they reach O.Ofc. 5.Ofc is the maximum allowed by Code on site however less than 5.Ofc is Oregon Road Storage Page 14 February 28, 2020 strongly encouraged in this rural location. < 5.Ofc can achieve adequate site lighting; ii. Provide an informational table on the photometric plan that includes all fixture details including: quantity, height proposed, color temperature (<_ 3000 ), lumens per fixture„ total lumens proposed on site, and the total lumens permitted on site. Pursuant to Town Code §172, the maximum lumens permitted for this site is 142,500 (5.7 x 25,000 = 142,500); iii. Include specifications and details for sign light fixtures (if proposed) for the freestanding sign; iv. If security lighting is needed, use motion-sensors during off-hours and identify these fixtures on the photometric plan. In the effort to decrease energy consumption and utilize renewable energy in the community where feasible, the Planning Board acknowledges the proposed solar panels on the storage buildings and extends their appreciation for implementing solar technology on this site. If you have any questions regarding this Site Plan or its process, please do not hesitate to contact this office. Respectfully, Brian Cummings Planner From: Cummings, Brian A. .......0 Sent: Tuesday, February 25, 2020 12:27 PM To: Michaelis, Jessica Subject: FW: Oregon Rd Storage - Additional Hydrants D; 2 f10 1 For mail please a: anir*ig Board From: Easton, James Sent: Tuesday, February 25, 2020 12:10 PM To: Cummings, Brian A. Subject: Oregon Rd Storage -Additional Hydrants Brian, Due to the fact that these storage buildings must be sprinkled per 2015 code, it is our opinion that the additional fire hydrants requested by the Cutchogue Fire District will not be necessary. The hydrant located on Oregon Road will be sufficient. - Jim James Easton Fire Marshal,Town of Southold r (a)esE@southoldtownny.gov W 631-765-1802 P2/UfLfGfO4ND[f/NIlZI[NTlrI/b'f/f/AIIAl/ANN f'NNf1PTNTt,�//IYNOT/Cf This e%ctronic mai/lransnris Torr is intended on/y far the use of the tadiv,,dual or entity to which itis adds es.sEd and may contain confidentia/information belonging to the sender which is protected byI i N):lege /f you are not the intended recipient,you are hereby notified that any d1 r1mira coppnq. rh"s nhvh,ga,or the taking of any action in reliance on the contents of this infnrmat nn is strictly pt°ohtbited /f you have rca;rived this fransrr is°s°ior in error,please notify the sender immediately by e-mail and de%te the original rrrc�ss�e: 1 From: Cummings, Brian A. Sent: Tuesday, February 25, 2020 12:08 PM '° '�r""° To: Michaelis, Jessica Subject: FW: Oregon Road Storage - SCTM# 1000-83.-3-5.3 Attachments: S-1 Sprinkler Interpretation.pdf F El h3 Z 0 Z 0 I south02 'ToWi Nanning (Board For mail please From: Easton, James Sent: Tuesday, February 25, 2020 12:01 PM To: 'sales@unit2go.com' Cc: Fisher, Robert; Cummings, Brian A. Subject: Oregon Road Storage - SCTM# 1000-83.-3-5.3 Marty, After reviewing the plans for the proposed self-storage site on Oregon Road, Bob and I believe all of the storage (S-1) occupancies will need to be sprinkled. A condition was added to the 2015 International Fire Code requiring an automatic fire sprinkler system in S-1 occupancies capable of storing upholstered furniture and mattresses, if the occupancy is greater than 2,500 square feet. Because this condition was not included in the 2010 Fire Code this was not required on prior projects. The code from 2015 IFC Chapter 9 is as follows, condition 5 is what triggers the need for sprinklers: "903.2.9 Group S-1 An automatic sprinkler system shall be provided throughout all buildings containing a Group S-1 occupancy where one of the following conditions exists: 1. A Group S-I fire area exceeds 12,000 square feet (1]15 m2). 2. ,4 Group S-1 fire area is located more than three stories above grade plane. 3. The combined area of all Group S-1 fire areas on all floors, including any mezzanines, exceeds 24,000 square feet (2230 m2). 4. A Group S-1 fire area used for the storage of commercial motor vehicles where the.ire area exceeds 5,000 square feet (464 m2). 5. A Group S-1 occupancy used,for the storage of upholstered,furniture or mattresses exceeds 2,500 square feet (232 m2) 9) . The International Code Council has followed up with a formal interpretation of the code (attached) to clarify the intent of the code. The 2015 International Building Code Commentary § 903.2.9 states: "The formal interpretation addresses self storage warehouses specifically and whether such a.facility between 2500 and 12000 square feet would require an automatic sprinkler system. This is based upon the fact that upholstered furniture may be stored in such units. The response provided noted that a sprinkler system would be required based on the fact the requirements are,focused on the square footage of the occupancy and are not based on fire area or the amount of upholstered.furniture or mattresses present. " We wanted to get this information to you ASAP as it will be something to consider during your planning process. 1 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, February 24, 2020 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Applications Proj11 ect Name: Cr f roteaux Farm Vine and & SCTM#: ; 1000-75-7-1.4 � Locold ation: ......... 9,14_ Onerd/ W South Harbor Road, Descriptio This plan s for an exxisSogt Description: winery including 4,833 sq. ft. of existing P winery buildings, a 3,900 sq. ft. residence, 800 sq. ft. garage and 75 jparking stalls pursuant to a stipulation of settlement. The winery includes 1 two parcels totaling 14.06 acres of which 10.61 acres are planted with g C grapes in the A-C Zoning District _. ._. Status Pending Action: efe'rral Review 1 Attachments: Staff Report w m a Project Name: Oregon Storage Warehouses SCTM#: 1000-83-3-5.3 90Oregon Road, Cutchogue De cn:riptioT0 his.._ "site site plan is for the proposed construction of a ±69,360 sq. ft. self- storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, j and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District r m..._ e _ ®.......... . .. . Status. Pending w Action ReferraI Review Attachments, Staff Report i _ _ _ 8.-1.-1.8 r Pro ect name; Colton Acres Standard Subdivision SCTM#: 1000-3 Location: +/- 275 west of Gillette Drive, East Marion Descri tion° This his 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: Conditional Preliminary Plat Approval Stater..... , _ . .,. ..._ Action: Final Plat Completeness Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date February 24, 2020 Prepared By: Brian Cummings I. Application Information Project Title: Oregon Road Storage Buildings Applicant: Martin Kosmynka Date of Submission: August 2, 2019 Tax Map Number: 83.-3-5.3 Project Location: 11900 Oregon Road Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site... 5.7 acres # of residential units 23,760sf"Phase 1" 21,600sf "Phase 2" 24,000sf"Phase 3" 72,053sf total (includes 2,693sf of existing buildings) This Site Plan is for the proposed construction of a new 69,360sf self-storage facility. The proposed construction includes six (6) self-storage buildings: three (3) 1-story buildings at 12,000sf, two (2) 1-story buildings at 11,880sf, one (1) 1-story building at 9,600sf, and 20 proposed parking stalls, conversion of an existing 797sf garage to an office, and an existing dwelling to remain; all on 5.7 acres in the Light Industrial Zoning District, Cutchogue. III: Review A. Existing: a. ±1,896sf dwelling and ±797sf garage on 5.7 acre parcel; b. Surrounding land: i. Northeast: "Oregon Road Recycling" 4.5 acres in the LI zoning district; ii. Southeast: "North Fork Sanitation" 5.1acres in the LI zoning district; iii. South: 26.9 acre (farm) in LI zoning district (Ag District Exemption) I iv. West: 0.38acre parcel in the LI zoning district with existing agricultural storage building (lot recognized by 2018 ZBA decision #7126) v. A-C zoning district opposite Oregon Road B. Proposed construction: a. Phase 1 • Dwelling to remain o January 2, 2020: permission granted from Planning Board to proceed with interior work prior to site plan approval; • Convert existing 797sf garage to office space o January 30, 2020: permission from Planning Board to proceed with interior work and abandon the existing pool prior to site plan approval; • Site grading and retaining wall construction: o Cut 5' from east property line and construct a 4'-5' retaining wall will 6' fence on top, at property line; o Fill/raise 5' along the west property line to achieve grade at center of property o Western Retaining wall: 1' from west property line, retaining wall @ 4' '/Z", 6' high chain link (black) fence; • Construct two (2) storage buildings totaling 23,760 sf @11,880sf each cy Buildings @ 60' x 198' (31' high; 20' floor); b. Phase 2 • Construct two (2) storage buildings totaling 21,600 sf o One (1) building @ 60' x 160' (9,600sf); o One (1) building @ 60' x 200' (12,OOOsf) o Both buildings @ 23' high (12' floor) c. Phase_3 • Construct two (2) storage buildings totaling 24,000 sf (@12,OOOsf each) o Both buildings @ 23' high (12' floor) • Solar panels 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, a potential Negative Declaration could be determined by the Planning Board at the public meeting on March 9th 2020; IV: Analysis A. Parking Required: • Dwelling = 2 • Office @ 1 per 100 o 797 / 100 = 7.97 or 8 • Storage @ 1 per 1000sf o 69,600 / 1000 = 69.6 or 70 • TOTAL stalls required = 80 • TOTAL stalls provided - 81 (20 including 4 ADA to be striped; 61 landbanked) Staff note: the "landbanked" parking stalls are actually 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. The Board will discuss the potential for additional landscaping later in this report, B. Access: • One driveway to Oregon Road @ 24' wide 3 C. Bulk Schedule/Code Requirements: Light Industrial (LI) zone a. Lot coverage 30% maximum allowed Total Lot Coverage proposed = 29.37% (All phases combined) b. Landscape coverage 25% minimum required 25.55% proposed D. Exterior Lighting: A photometric plan is provided on sheet A-3 of the building elevations packet; Staff: this photometric plan cannot be verified as compliant at this point. The proposed plan does not meet the Code in the following areas: • More information needs to be provided on the photometric plan. An example can be provided which includes an information table that details all fixture specifications and total lumens calculations. The maximum lumens permitted for this site is 142,500 (5.7 x 25,000 = 142,500) • Proposed light fixtures exceed the maximum color temperature of 3000K (5000K proposed) • Include sign lighting if proposed • Show all foot candle values extending to the property lines or until they reach zero (O.Ofc) E. Landscaping: proposed landscaping is provided on sheet on the Alignment Plan • Sixty-seven (67) 3'-4' high Eastern Red Cedars proposed on site; • 230-93 Front. Landscaped Area; A front landscaped area shall be required for all uses in all zoning districts. The required landscaped area shall be covered with grass or other ground cover and shall include appropriate trees and shrubs. As a minimum, in all nonresidential districts and in the Hamlet Density Residential and R- 40 Low-Density Residential Districts, one shade tree having a caliper of two inches shall be planted within the front landscaped area for each 40 feet or fraction thereof of lot frontage. 4 o 282' Oregon Road frontage = 7 street trees required (1 existing 36" Maple shown which is not on the subject parcel) Decorative wall and fence proposed along Oregon Road with twenty-six (26) 3'-4' tall Eastern Red Cedars • Interior parking landsca in 280-95 A &_B (see below for language) o Provide dimensions on the plan of all interior parking lot landscaping to meet requirement listed below; o Incorporate the required amount of landscaped areas within the paved parking areas (identify the landscape areas that are being counted towards this requirement and their areas and dimensions) to meet the requirement below; • Parking area perimeter landscaping is required and not provided o Add a 4' wide landscaped area including shade trees every 40' required around every parking area to meet the requirement below; Staff: these requirements cannot be verified as compliant on the site plan proposed. See below: CODE: §280-95 A. All uses required to provide 20 or more off-street parking spaces shall have at least 10 square feet of interior landscaping within the paved portion of the parking area for each parking space and at least one tree with a two- inch caliper for every 10 parking spaces or fraction thereof. Each separate landscaped area shall contain a minimum of 100 square feet, shall have a minimum dimension of at least eight feet, shall be planted with grass or shrubs and shall include at least one tree of not less than two-inch caliper. B. A landscaped area shall be provided along the perimeter of any parking area except that portion of the parking area which provides access to a street or parking facility on an adjacent lot. Accessways to adjacent lots shall not exceed 24 feet in width and shall not exceed two in number for each purpose. The landscgped area shall have a minimumdimensionof four feet, shall be planted with wass or shrubs and shall include at least one tree of not less than two-winch caliper for every 40 feet aloM he perimeter of the parking area. In cases where the parking area adjoins a public sidewalk, the required landscaped area shall be extended to the edge of the sidewalk.. 5 C. Trees used in parking lots shall include honey locust, pine, oak or other similar fast-growing, hardy varieties or existing trees where appropriately located. Staff analysis: • 35 perimeter trees required; • Seven (7) street trees required, one (1) existing 36" maple is shown; 0 800sf if interior parking landscaping is required • Eight (8) interior parking shade trees are required • Consider certain land banked spaces (shown within pavement area but labeled as land banked or not to be striped) to be left as landscaping with regard to the requirements listed above, and if agreed to meet the definition of land banked parking stalls. • Western exposure along the southwest and west property line: o One foot (1') off of the property line is proposed a ±4.5' tall retaining wall to run along most of the western property line; o This retaining wall is proposed as a "living wall" where a netting will be provided to establish the upward growth of ivy to provide a growing cover of the concrete wall; o On top of this wall, is proposed a 6' high chain link (black) fence to eventually continue the growth of ivy in the future; o A minimum 4' wide landscaped area including the items detailed above must be provided between the proposed fence and the beginning of any asphalt area C. Comments from Public Hearings: a. January 13, 2020 Public Hearing: none D. Referrals (summaries of comments received. Full reports available in the file) 1. Office of the Engineer: 1. The apron connecting to Oregon Road must be constructed of asphalt for a minimum of 5' from the existing edge of the asphalt pavement. Beyond this 5' apron may be constructed of concrete. Indicate the the direction of stormwater flow on the access driveway showing which portion flows to the site and which portions flows to Oregon Road; 6 2. Revise the "Typical Section —Asphalt Pavement" to not that New York State Department of Transportation (NYSDOT) Specification will be used as the base course 3. Drainage system Nos. 3,4,5,6,14,15,18,19,20,21 are all deep, single leaching pool systems with an open grate. These structures will be prone to failure and difficult to maintain. These drainage systems must be revised so that each one is comprised of two leaching pools piped together with an equivalent total capacity. 4. It is recommended 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. The asphalt pavement does not have perimeter curbing and the stormwater flow at the southerly portion of the site is shown flowing towards Drainage System Nos. 24, 25 & 26. Provide details that show how stormwater will be directed into these systems and prevented from flowing off site to the adjacent parcel(s); 6. The Site Plan must show the location of and details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction; 7. The site plan must show the location of and details for the concrete washout and soil stockpile areas; 2. Fire Marshall No comments or concerns regarding the proposed site plan 3. Cutchoque Fire District The CFD reviewed the above site plan and hereby request the following: 1. 1 — Fire Hydrant to be located near the SW corner of the Administration area, 2. 1 — Fire Hydrant to be located near the South end area of Phase 1 & 2 Storage Buildings. 4. Suffolk County Planning Commission 'SCPC 1. SCPC review the above referenced site plan application and approves it with the following comments- 7 a. SCPC recognizes that SCDHS approval is warranted and that this is a prime location and good opportunity to utilize an I/A wastewater treatment system because it is situated abovice the Southold Special Groundwater Protection Area (SGPA) and would be suitable for an individual Alternative Wastewater Treatment System as a best management practice; b. With regard to SCPC publications for Managing Stormwater-Natural Vegetation and Green Methodologies, the areas provided as (paved) landbanked areas could be grassed and repurposed as a bio-swale or rain garden area. Convert west side to 24' wide aisle and along the south end to 24'; c. Dark sky lighting should be utilized on site; d. It is noted that the application materials referred to the consideration of energy efficiency indicating the construction of solar panels during Phase 3 of the project. The applicant should be encouraged to review the SCPC Guidebook particularly with respect to energy efficiency; 5. Architectural Review Committee ARC The Committee reviewed the proposed project plans and is approving the project with the following recommendations: a. Provide additional shade trees in the front landscaped area along Oregon Road and a greater diversity of plantings on site, b. A recommended list of species is provided on file; 6. 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: 1. The proposed warehouse storage use is consistent with the purpose of the Light Industrial Zoning District; 2. The site is not located within an archeo-sensitive area; 3. The rehabilitation of the existing house and the conversion of the garage to an office maintains the scenic qualities of Oregon Road, and with the 8 implementation of Eastern Red Cedars the adverse impacts to scenic qualities is expected to be low. 4. Further buildout of LI zoned parcels occurring to the west is expected to further obscure the development on the subject parcel; 5. Traffic safety is an important issue on Oregon Road and, the increase in vehicle trips entering and exiting the parcel should be addressed; 6. It is recommended that existing vegetation occurring to the south, east and west property lines be retained together with the tress that surround the existing single family home to protect existing scenic resources: 7. The following best management practices will be required to further policies 5.4 and 5.5 and protect ground and surface waters: 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 maximum of 1 Ib. of nitrogen per 1000 square feet in any one 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 1 St and April 1 st. 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. f. Prime agricultural soils of statewide importance occur on this parcel (Riverhead Sandy Loam — Prime & Statewide Importance; lesser extend of Plymouth Loamy Sand (Prime) and Haven Loam (Statewide Importance) however the loss of these soils is inevitable due to the existing Light Industrial Zoning District and the use of a Warehouse / Storage facility which requires large buildings and areas of pavement; 7. Suffolk County Water Authority SCWA Letter of water availability not yet obtained. 9 V: Planning Board items to consider: 1. Consider and accept the recommendations of the LWRP; 2. SEQR Determination on March 9, 2020; 3. Require the applicant to continue to: a. Obtain approval from the SCDHS; b. SCWA Letter of Water Availability (part of SCDHS process) 4. 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. a. Provide all requirements as specified by the Town Engineer: b. Consider providing additional landscaping on site in lieu of proposed (paved) landbanked parking stalls; c. Provide all perimeter and interior parking landscaping requirements as detailed above, d. Provide landscaping requirements as determined: i. Additional trees along Oregon Road ii. Greater diversity of interior landscape plantings iii. Landscape areas in lieu of landbanked asphalt areas e. 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. When a revised plan is submitted, the Planning Board will review the changes and discuss requiring certain conditions to site plan: 1. Existing landscape areas and mature trees must be preserved to the greatest extent practicable along the west, south and east property lines. 10 SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR e TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD p TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631) 765 9015 R� I ����� sluff 4::4;'^..i, , �G911d`'t_� Ywv' "%� �F -� Ir ,•�. �IIIII Illl�i 4r NI OFFICE OF THE ENGINEER ..� TOWN OF SOIJTHOLD 4�4��: 7` 11 ). 2020 Brian Cummings February 7, 2020 Rld��� rOru���� �)4'D�1rd m._ — —.-. Southold Town Planning Department CDri pcd-Ccc>1 pcev,.C44 54375 Main Road CC\d Southold, New York 11971 Re: Oregon Road Storage SCTM #: 1000- 83. -03- 5.3 Dear Mr. Cummings: As per a request from your office, I have reviewed the Preliminary Site Layout Oregon Warehouse Storage prepared by Kenneth H. Beckman, L.S., dated May 2019 and last revised on 10/29/19. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. The apron connecting the site to Oregon Road must be constructed of asphalt for a minimum of 5' from the existing edge of the asphalt pavement. Beyond this 5' the apron may be constructed of concrete. The asphalt portion of the apron must be constructed in accordance with the "Typical Section -Asphalt Pavement" shown on the Site Plan. Indicate the direction of stormwater flow on the access driveway showing which portion flows to the site and which portion flows to Oregon Road. 2. Revise the "Typical Section -Asphalt Pavement" to note that New York State Department of Transportation (NYSDOT) Specification RCA will be used as the base course. 3. Drainage System Nos. 3,4,5,6,14,15,18,19,20,21 are all deep, single leaching pool systems with an open grate. These drainage structures will be prone to failure and difficult to maintain. These drainage systems must be revised so that each one is comprised of two leaching pools piped together with an equivalent total capacity. 4. 1 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. The asphalt pavement does not have perimeter curbing and the stormwater' flow at the southerly portion of the site is shown flowing towards Drainage System Nos. 24, 25 & 26. Provide details that show how stormwater will be directed into these systems and prevented from flowing off site to the adjacent parcel(s). 6. The Site Plan must show the location of and details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction. 7. The Site Plan must show the location of and details for the concrete washout and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer SCOTT A. S I :H. 1�1, M. ;O 1 J., NS, P.E. SUPERVISOR TOWN ENGINEER. TOWN HALL - 53095 MAIN ROAD TOWN Or SOUTI]CD1.,1rD,NEW Y1~1}1.K 1x971 Tel. (631)-765—1560 Fax. (631) .'76.5 9W5 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD �' Dl aria iii gar f3 nJ Brian Cummings February 7, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Oregon Road Storage SCTM #: 1000 — 83. — 03— 5.3 Dear Mr. Cummings: As per a request from your office, I have reviewed the Preliminary Site Layout Oregon Warehouse Storage prepared by Kenneth H. Beckman, L.S., dated May 2019 and last revised on 10/29/19. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. The apron connecting the site to Oregon Road must be constructed of asphalt for a minimum of 5' from the existing edge of the asphalt pavement. Beyond this 5' the apron may be constructed of concrete. The asphalt portion of the apron must be constructed in accordance with the "Typical Section —Asphalt Pavement" shown on the Site Plan. Indicate the direction of stormwater flow on the access driveway showing which portion flows to the site and which portion flows to Oregon Road. 2. Revise the "Typical Section —Asphalt Pavement" to note that New York State Department of Transportation (NYSDOT) Specification RCA will be used as the base course. 3. Drainage System Nos. 3,4,5,6,14,15,18,19,20,21 are all deep, single leaching pool systems with an open grate. These drainage structures will be prone to failure and difficult to maintain. These drainage systems must be revised so that each one is comprised of two leaching pools piped together with an equivalent total capacity. 4. 1 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. The asphalt pavement does not have perimeter curbing and the stormwater flow at the southerly portion of the site is shown flowing towards Drainage System Nos. 24, 25 & 26. Provide details that show how stormwater will be directed into these systems and prevented from flowing off site to the adjacent parcel(s). 6. The Site Plan must show the location of and details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction. 7. The Site Plan must show the location of and details for the concrete washout and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: s r < MAILING ADDRESS: Town Hall Annex ' ' xi P.O. Box 1179 54375 State Route 25 � � � �w Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) 1 Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 30, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Proposed Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: The Planning Board has reviewed your two requests submitted January 23, 2020 for the application referenced above. One request is for permission to demolish the existing swimming pool to be removed and the other is to begin converting the interior of the existing garage to an office, with no expansion of the building. At their January 27, 2020 Work Session, the Planning Board granted permission for both requested items to be allowed to begin prior to site plan approval. Neither action is expected to have an impact on the final design of the site plan. The Planning Board would like to take this opportunity to remind you that this site remains under Site Plan review, and that any improvements made prior to Site Plan approval are at your own risk. The Planning Board's permission to proceed with the specific work you request does not imply that an approval is guaranteed. Nor will this permission preclude the Planning Board from making necessary changes to the layout or site elements that may affect the site design. Please call the Planning Department at 631-765-1938 with any questions. Respectfully, Brian Cummings Planner cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer ����� ��� � ter,• OFFICE LOCATION: �� MAILING ADDRESS: Town Hall Annexd t, P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971a Telephone: 631 765-1938 �° Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD Su _....... ....,_.2 7' 2020f I To: Donald Wilcenski, Chair 069 Town of Southold Planning Board , aa1 . aanaat� ' From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: January 15, 2020 (Amended) Re: Proposed Site Plan for Oregon Warehouse Storage SCTM# 1000-83.-3-5.3 Zoning District: LI This site plan is for the proposed construction of a±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings,two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq, ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 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 below listed policies provided the following recommendations are implemented: 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. The parcel is zoned Light Industrial (LI). The purpose of the district is defined as: "to provide an opportunity for business and industrial uses on smaller lots than would be appropriate for the LIO Light Industrial Park/Planned Office Park District. " The proposed warehouse storage use is consistent with the above purpose of the zoning district. 1 Traffic safety is an important issue on Oregon Road and, the increase in vehicle trips entering and exiting the parcel should be addressed. 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. 1. Conduct a site survey to determine the presence or absence of cultural resources in the project's potential impact area. The Town of Southold ArcGIS system was referenced to determine if the parcel is archeo-sensitive. The parcel is not located within an archeo- sensitive area. Further, the parcel and the existing structure are not SPLIA listed. Further archeological investigation is not recommended. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. The parcel is not located adjacent or near New York State Route 25, a New York State Designated Scenic Byway, however, it is located south of the Oregon Road and east of Depot Lane. These roads have been identified as providing scenic qualities that are important to the public for their rural qualities and open space view sheds. The parcel occurs to the south of Oregon Road and the storage buildings will be visible to users traveling east. Site plan design has minimized adverse impacts to these users: The storage buildings are set back from the road and screened by 3'- 4' cedar trees and the existing house and garage structures on site will be integrated into the use. The conversion of the existing house and garage on the parcel to the office for the facility supports retaining the scenic qualities of Oregon Road. The adverse impacts to scenic qualities of Oregon Road are expected to be low. The parcel occurs to the east of Depot Lane and the storage buildings will be visible in the distance to users travelling north and south (looking east). Views to the east are currently of open space and actively farmed lands. Potential adverse impacts to scenic view sheds from Depot Lane will be mitigated by the distance of the buildings to the road. The parcels to the west of the subject parcel are zoned LI and LIO with development rights intact. Future build out of these parcels are expected to obscure the development on the subject parcel. Adverse visual impacts to the scenic view sheds will be partially minimized by distance from Depot Lane to the parcel and the vegetative screening proposed to minimize the disruption of the scenic resource from Oregon Road. 2 E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality.- It uality:It is recommended that the existing vegetation that occurs along the south, east and west property lines be retained together with the trees that surround the existing single family home to protect existing scenic resources. K. Protect visual quality associated with agricultural land, open space and natural resources. 2 Group or orient structures during site design to preserve open space and provide visual organization. Due to the parcel size and proposed light industrial use, there is little ability to preserve open space. 3. Avoid structures or activities which introduce visual interruptions to natural landscapes including.- a. ncluding:a. introduction of intrusive artificial light sources It is recommended that the Board minimize lighting requirements to preserve the night sky in the area pursuant to § 240-46. Lighting. Policy 5.5. Protect and conserve the quality and quantity of potable water. The following best management practices are recommended in the landscaped areas to conserve potable water: 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 maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 21bs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 St 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 3 is being established or a soil test indicates it is necessary. Policy 12.1. Protect agricultural lands from conversion to other land uses. The NY Department of Agriculture and Markets has created a Land Classification System based on soils that are used in the Agricultural Assessment Program pursuant to Article 25-AA of the Agriculture and Markets Law. On-site dominate soil groups include Riverhead Sandy Loam (Prime and Statewide Importance) and to a lesser extent Plymouth Loamy Sand (Prime). Lesser areas of Haven Loam (Statewide Importance) soils occur in the north east of the parcel. Soils characteristics or slopes on site will not impede development. All of the soils on site are listed as prime agricultural soils or soils of statewide importance. The preservation of prime agricultural soils or soils of statewide importance in Southold has been largely attributed to the continued practice of farming, however, the conversion of prime agricultural soils to non-agricultural uses results in perpetual loss. The construction of the storage units and parking area does not fully support this policy: Areas of prime and statewide importance agricultural soils will be impacted and lost. The loss of these soils is inevitable with the proposed light industrial use of a Storage Facility/Warehouse which requires large buildings and areas of pavement. Please contact me at (631) 765-1938 if you have any questions regarding the above. Cc: Brian Cummings, Planner 4 ,`ED COUNTY OF SUFFOLK RECEIVED N .. JAH 2 2CM [ Town ..... OFFICE OF THE COUNTY EXECUTIVE Southold Clerk Steven Bellone SUFFOLK COUNTY EXECUTIVE Natalie Wright Department of Acting Commissioner Economic Development and Planning January 9, 2020 Town of Southold 53095 Main Road P.O. Box 1179 Southold,NY 11971 Attn: Elizabeth Neville, Town Clerk Re: Oregon Road Storage Local File No.: N/A S.C.P.C. File No.: ZSR-20-01 Dear Ms.Neville: The Suffolk Planning Commission at its regular meeting on January 8, 2020,reviewed the referral from the Town of Southold entitled, "Oregon Road Storage" referred to it pursuant to Section A14-14 thru A14-25,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 Planning A_ndrew P Frele;n ief Pl,�aiiiier APF/cd Division of Plgnrn� n1 Ml viron.111ent H.LEE DENNISON BLDG 100 VETERANS MEMORIAL HWY,4th FI P O.BOX 6100 a HAUPPAUGE,NY 11788-0099 as (631)853-5191 File No. SD-19-03 Resolution No. ZSR-20-01 of the Suffolk County Planning Commission Pursuant to Sections A14-14 to thru All 4-25 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 November 25, 2019 at the offices of the Suffolk County Planning Commission with respect to the application of"Oregon Road Storage"located in the Town of Southold WHEREAS, said referral was considered by the Suffolk County Planning Commission at its meeting on January 8, 2020, 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 "Oregon Warehouse Storage" development project, to construct a proposed one 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. It is noted that the subject property is situated above the Southold Special Groundwater Protection Area (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. The 61 proposed land banked off street parking stalls is indicative of the opportunity for green methods for storm water treatment. The proposed 16 land banked spaces along the'west property line and the 36 land banked parking spaces along the south property line present opportunity area for best management practices related to storm water runoff treatment. Along the west property line the nine foot wide space lane and part of the 24 foot two-way aisle (converting it to one-way) could be grassed and repurposed as bio-swale or rain garden area. Similarly, the twenty food deep space lane and part of the 24 foot aisle on the Southern end of the property could be used to treat storm water runoff with natural methodologies. 3. Dark Sky lighting techniques should be utilized on site. This is an important mitigation to lessen lighting impacts to the roadway right-of-way of Oregon Road and single family housing to the north of the proposed self-storage development. 4. 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. It is noted that application materials referred to the Suffolk County Planning,Commission from the Town of Southold regarding the consideration of energy efficiency indicate that Phase 3 of the project is to include the consideration of the installation of solar panels. 5. 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) particularly at the intersections of Depot and Coxs Lanes. 6. The applicant should review the Planning Commission guidelines particularly related to public safety and incorporate into the proposal, where practical, design elements contained therein. 7. 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 httgfiygru q u�follka apt°at d qua l r tt 9 CCAi SP Rrrurn Puj;iJic�s�nsisto�rniw ater oreenq!�tjiorj7 , t m t ** SCPC Guidebook C�tkc_PurmvaafAkrreuareit os rrPaads�bPIan�srpellublaca4iaslauirtlk'4cc11 ZSR-20-01 File No.: SD-19-03 Oregon Warehouse Storage Town of Southold COMMISSION ACTIONS OF INCOMPLETE RESOLUTION AYE NAY ABSTAIN ABSENT ANDERSON, RO D N EY-At Large X w�.. L CASEY, JENNIFER..... � .. ... -Town of Huntington X _ ......... CHARTRAND MATT - ., .. HEW -Town of Islip X SAMUEL-Town of Babylon X CONDZELLA, JOHN-Town � of Riverhead X ESPOSITO, ADRIENNE -Villages over 5,000 X FINN, JOHN -Town of Smithtown X GERSHOWITZ, KEVIN G.-At Large g X .- ..KAUFMAN MICHAEL Villages under00 X KELLY, MICHAEL-Town of Brookhaven X KITT, ERROL-At Large �....�.. X MOREHEAD, NIGH.OLAS - ...... ,� e.a...Town of.. o-f-...S.hr-e', -elter............_...._ -_ ... .... ......... . X Island .. VACANT, Town of East Ha ������ � � mpton _.McCarthy,Thomas, -Town of Southo..").-"" _. ..__.- _.m_ �..m. - -Town of Southampton VACANT Motion: Commissioner McCarthy Present: 10 Seconded: Commissioner Kelly Absent: 3 Voted: 10 Absent: 3 DECISION Approved Southold Planning Department Staff Report Site Plan Application Work Session — Public Hearing Prep Date January 13, 2020 Prepared By: Brian Cummings I. Application Information Project Title: Oregon Road Storage Buildings Applicant: Martin Kosmynka Date of Submission; August 2, 2019 Tax Map Number: 83.-3-5.3 Project Location: 11900 Oregon Road Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5.7 acres Building size 23,760sf"Phase 1" 21,600sf"Phase 2" 24,000sf"Phase 3" 72,053sf total (includes 2,693sf of existing buildings) III: Review This Site Plan is for the proposed construction of a new 69,360sf self-storage facility. The proposed construction includes six (6) self-storage buildings: three (3) 1-story buildings at 12,000sf, two (2) 1-story buildings at 11,880sf, one (1) 1-story building at 9,600sf, and 20 proposed parking stalls, conversion of an existing 797sf garage to an office, and an existing dwelling to remain; all on 5.7 acres in the Light Industrial Zoning District, Cutchogue. Existing: a. ±1,896sf dwelling and ±797sf garage on 5.7 acre parcel; b. Surrounding land: i. Northeast: "Oregon Road Recycling" 4.5 acres in the LI zoning district; ii. Southeast: "North Fork Sanitation" 5.1 acres in the LI zoning district; iii. South: 26.9 acre (farm) in Ll zoning district (Ag District Exemption) 1 iv. West: 0.38acre parcel in the LI zoning district with existing agricultural storage building (lot recognized by 2018 ZBA decision #7126) v. A-C zoning district opposite Oregon Road • Proposed construction: a. Phase 1 • Dwelling to remain • Convert existing 797sf garage to office space • Construct two (2) storage buildings totaling 23,760 sf @11,880sf each (decreased from 24,000 sf) o Buildings @ 60' x 198' (31' high; 20' floor); b. Phase 2 • Construct two (2) storage buildings totaling 21,600 sf o One (1) building @ 60' x 160' (9,600sf); o One (1) building @ 60' x 200' (12,OOOsf) o Both buildings @ 23' high (12' floor) c. Phase 3 • Construct two (2) storage buildings totaling 24,000 sf (@12,000sf each) o Both buildings @ 23' high (12' floor) • Solar panels III: Public Hearing January 13 2020 Letters and emails have been submitted from the owner, nearby residents in support of the project, and the general public; Potential Items to clarify: • How many mobile units will be stored outside on site? • How many existing trees can be maintained, how will visual impacts be mitigated on site? 2 OMAILING ADDRESS: OFFICE LOCATION: Town Hall Annex P.O.Box 1179 " 54375 State Route 25 ��"���„ ""�� Southold,NY 11971� (cor.Main Rd. &Youngs Ave.) �- Telephone:631765-1938 Southold,NY wwwsoutholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 14, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Public Hearing —Oregon Warehouse Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Zoning District: Light Industrial (LI) Dear Mr. Kosmynka: A Public Hearing was held by the Southold Town Planning Board on Monday, January 13, 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 TYPESET: Tue Dec 31 11:50:16 EST 2019 LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that,pursuant to Section 276 and Article XXIV of the Town Law, a public hearing will be held by the Southold Town Planning Board,at the Town Hall,Main Road,Southold,New York and via video conference in the Fishers Island Com- munity Center,Hound Lane,Fishers Island, New York,on the 13th day of January,2020 on the question of the following: &01 p.m.Proposed Slite Man for Oregon Stor- age Warehouses, Notated at 11900 Oregon Road, Cautchoguae, SoouthoM Town, ,Suffollk County,KY.SCFM#1000...83.-3-5.3 6:02 p.m.Proposed Standard Subdivision for Katarina Pederson, located at 670 Circle Drive,East Marion,Southold Town,Suffolk County,NY.SCTM#1000-21.-3-15 6:03 p.m.Proposed Resubdivision for James & Diane Baker, located at 1143 Peninsula Road,Fishers Island,Southold Town,Suffolk County,NY.SCTM#1000-10.-5-10& 12.3 6:04 p.m.Proposed Site Plan for Fishers Is- land Airport Hangar,located at Whistler Ave- nue, venue,Fishers Island,Southold Town,Suffolk County,NY.SCTM#1000-12.-1-18 6:05 p.m. Proposed Site Plan for George L. Penny Inc.Amended,located at 67480 Route 25, Greenport, Southold Town, Suffolk County,NY.SC7M#1000-53-2-27.2 Dated: 12/17/19 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J.Wilcenski Chairman 2431530 #0002431530 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) K imberl <ac r, c of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of....,,,_THEW]"J'OLK"FIMES a weekly newspaper,published at Mattituck,in the Town of Southold,County of Suffolk and State of New York,and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on�01JO21202(L l rincipal Clerk Sworn to before me this _...... �,. ..— day of : NOTARY PUMJC­STATE OF NEW YORK uqo, OIV061050,`50 Ouau-Wfied dire ub6Va Ruc"'"ouurnt'V wau;r��'u�esozae �yN��a,.. Skd',"''012 January 6, 2020 To Southold Town Planning Board I support the application of 11900 Oregon Road, LLC in its site plan application which you are reviewing. Richard J. McBride RECEIVE-1.) i ._. �. . LAW OFFICES DAN ,I WICKHAM,BRESSLER& GEASA, P.C. 13015 MAIN ROAD, P.O.BOX 1424 Nanirilia°igJ I oard MATTITUCK,LONG ISLAND ..... _ .,._.._ _... _ .........m. ERIC J.BRESSLER NEW YORK 11952 WILLIAM WICKHAM(06-02) ABIGAIL A.WICKHAM 631-298-8353 JANET GEASA TELEFAX NO.631-298-8565 awickham@wbglawyers.com January 9, 2020 Ms. Jessica Michaelis Town of Southold Planning Department 53095 Main Road, Post Office Box 1179 Southold,New York 11971 Re: Oregon Warehouse Storage—Public Hearing on Site Plan Application Premises: 11900 Oregon Road, Cutchogue,NY 11935 SCTM# 1000-83-3-5.3 Dear Ms. Michaelis: I have enclosed the original affidavit of posting and affidavit of mailing in connection with the above referenced matter. Very truly yours, Abigail A. Wickham AAW.•dm End re/kosmynka/siteplanl traffm ailing&posting i AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 11900 Ore on Road, Cutcho ue, NY 11935 a/k/a SCTM��1000-83-3-5.3 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 January 13, 20201, 1 posted the. Town's official poster notice separate Affidavit of Mailing) January 3 2020. on Ja , receipt n no i es b certified-wrnail returns ___.._.. ..� ,.W recipti-the rec,a%pits anlw�� l: n ," btsm°ad � � rep�rty-w w. .. _ .y property eipt cards of which are attach � �. hea ner recrd`ofever ww Abigall A. Wickham Your Name print) Signature P.O. Box 1424, Mattituck, NY 11952 Address January q , 2020 Date Notary Public DONNA McGAHAN Notary Public„ Stalo of New York No. 01IVi N48'51459 ualiheal in Sr Holk County Commission Expres Aug. 18, 2 9— PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 1/10/20 Re: Oregon Stora a Warehouses SCTM#s: 1000- 83-3-5.3 Date of Public Hearing: Monda Januar 13 2020 6:01 m. AFFIDAVIT OFAMAILING This is to serve notice that I personally posted the property known as 11900 Oregon Road, Cutchogue, NY 11935 a/k/a SCTM#1000-83-3-5.3 see separate Affidavit of Posting) by wynth °nwF oche forvt.. ro, art . line facing the street(s) w1ier ;�t.� b°+ sily seen, and that I have checked to be sure the p �te�°as- err ained in place for at least seven days prior to the date of ..,... 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 January 31, 2020. Donna McGahan Your Name (print) � r Signature P.O. Box 1138, Cutchogue, NY 11935 Address Januar ° 2020 D �kott/ /4 &' ' otary Public PUBLIC,NOTARY STATE OF NEWYORIC Qualified Reg.No.01 BES039767 1 I I erua .� 9 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 1/10/20 Re: Oregon Stora a Warehouses SCTM#s: 1000- 83-3-5.3 Date of Public Hearing: M.onday, January 13 2020 5:01 12.m. Notice to Adjacent Property Owners Oregon Storage Warehouses 11900 Oregon Road, Cutchogue,NY 11935 SCTM#: 1000-83-3-5.3 1000-83-2-13.6 David Zuhoski & P.O. Box 277 Steven Zuhoski Cutchogue,NY 11935 1000-83-2-14 Lucille Zuhoski, Life Estate 11825 Oregon Road Cutchogue,NY 11935 1000-83-2-16.1 James M. 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"; utefia ue, NY 1193511 Notice to Adjacent Property Owners Oregon Storage Warehouses 11900 Oregon Road, Cutchogue, NY SCTM#1000-83-3-5.3 ,/1. 83.-2-116 /2. 83.-2-14 - —,)3. 83.-2-16.1-R , r�c 4. 83.-3-4,5 - /5. 83.-3-4.7 - nrt�cy elic� ,/& 81-3-5.2 - a it 5a 7. 83.-3-6.1 - rv} 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: Oregon Storage Warehouses Address: 11900 Oregon Road, 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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#1000-83.-2-12.4: Zuhoski Farms Inc., P.O. Box 277, Cutchogue, NY 11935 ✓SCTM#1000-83.-2-13.6: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 ✓SCTM#1000-83.-2-13.7: David Zuhoski, P.O. Box 277, Cutchogue, NY 11935 ✓SCTM#1000-83.-2-13.8: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 ✓SCTM#1000-83.-2-16: Richard & James McBride, 10625 Oregon Road, Cutchogue NY 11935 ✓SCTM#1000-83.-3-6.1: F McBride & Sons LLC, 10415 Oregon Road, Cutchogue NY 11935 ✓SCTM#1000-95.-2-1.1: John P. Krupski Jr., 95 Laurel Hill Road, Northport, NY 11768 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 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: Oregon Storage Warehouses Address: 11900 Oregon Road, Cutchogue NY 11935 Land Owner (if other than applicant): 11900 Oregon Road LLC Land Owner Address: P.O. Box 946, Cutchogue, NY 11935 Description of Proposed Project: This site plan is for the proposed construction of a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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#1000-83.-2-12.4: Zuhoski Farms Inc., P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-13.6: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-13.7: David Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-13.8: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-y6: Richard & James McBride, 10625 Oregon Road, Cutchogue NY 11935 /�. i SCTM#1000-83.-3-6.1: F McBride & Sons LLC, 10415 Oregon Road, Cutchogue NY 11935 SCTM#1000-95.-2-1.1: John P. Krupski Jr., 95 Laurel Hill Road, Northport, NY 11768 Attach a tax map or other map showing the site of the property where the project is proposed relative to the locat)on of farm operations identified above, /A zo zo /Applicant/Agent Signature Date COUNTY OF SUFFOLK '- RECE Y L . JAN I STEVEN BELLONE Nanning I:oaird SUFFOLK COUNTY EXECUTIVE ....._- _._ :... . ....... _... DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN, MD, MPH, MBA, MSW Commissioner December 27, 2019 Town of Southold Planning Board Brian Cummings, Planner P.O. Box 1179 Southold,NY 11971 Re: Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM# 1000— 83 —03 —5.3 Dear Mr. Cummings, The Suffolk County Department of Health Services (SCDHS; "Department") has received your letter dated November 21, 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 ::.Article lh wt,,fio n Status: Our agency's Office of Wastewater Management received an application for the above referenced properties on 7/25/2019,as required by Article VI of the Suffolk County Sanitary Code.The application is filed under C10-19-0006 and is currently incomplete pending submission of the following: DIVISION OF ENVIRONMENTAL QUALITY—Office of Ecology 360 Yaphank Avenue, Suite 213,Yaphank NY 11980 (631)852-5750 Fax(631)852-5812 PubficHealth Av.ax'n.tl.t P111-1a Pr—,, • Town Zoning/Planning Board Approval • SCDHS Office of Pollution Control Approval for proposed Toxic and Hazardous Materials Storage • Restrictive Covenenats for Mini-Storage B. SCDHS 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, Julia Priolo Senior Environmental Analyst Office of Ecology OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ) Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) bo Telephone: 631 765-1938 Southold, NY www.southoldtowuny.gov mow.. PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 2, 2020 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Proposed Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: In response to your request submitted December 13, 2019 and the subsequent Planning Board discussion at their December 16, 2019 Work Session, the Planning Board has agreed to allow you to proceed with interior work prior to Site Plan approval for the following: • Convert covered porch to a bedroom; • Convert an existing bedroom to a laundry room with egress door including ADA accessibility. As stated, the number of bedrooms will not change and there will be no addition to the footprint of the house. The Planning Board would like to take this opportunity to remind you that this site remains under Site Plan review, and that any improvements made prior to Site Plan approval are at your own risk. The Planning Board's permission to proceed with the specific work you request does not imply that an approval is guaranteed. Nor will this permission preclude the Planning Board from making necessary changes to the layout or site elements that may affect the site design. Please call the Planning Department at 631-765-1938 with any questions. Respectfully, Brian Cummings Planner cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer �� 0_������ T�� 0������ DISTRICT���� � ��0 ��������� �- ����0-� ����� � 0����� � 260 New Suffolk Road, Cotohogue. NY 11935 Telephone (631) 734-6907 ~ Fax (63I) 73^1-T079 E-mail: �,��f�������o�mlizz� rzet Over 90 cutfd@�)optonline.net vr%;vw.cutcho§uefiredept.org Service December 2O, 2019 RECEIVED Brian Cummings Southold Town Planning Board Nanning Board POBox 1179 Southold NY 11935 Dear Mr. Cummings, Ref: Site plan for Oregon Road Storage Cutchogue Fire District has reviewed the above site plan and hereby request the following: I—Fire Hydrant to be located near the South West corner of the Administration area. 1—Fire Hydrant to be located near the South End area of the Phase 1 &2 Storage Buildings. Copies ofthe site plan are attached for reference. Should there be any questions or concerns please contact this office at any time. We understand that Suffolk County Water will evaluate the plan for their water supply. Thank you for the opportunity toreview this site plan, m/eremain, Yours Truly, Board ofFire Commissioners w - Matthew 1 Martin Commissioner/Secretary End: 2DnmBs 60.0 ,�'F� % N cLAo cn o m � O fTl ,0'Z� 60.0 TI 1 0 � m cn C) 0 a: ;a0 W 0C, > DCf) COJU) C) m r- Wmm CD U) � CD , 12 -TlC � � � No D p o TI Z o �. C) O m U) O ' o 00,= 0 CID 00 CP D D m V C o �I � G) '^ m m CD 00Z -n C Cn o r r ff Z 7 w, 4 J ,0'Z2 W CA D Z m D / Z mo/ FND. W MON. x r / D FNC. 0 0.3E W Z O Sp Aa GS QQ 6g sO w c4 654s ✓ Cts 14 m m0 x Vr1; x D > ) C� > G pU)m �. _ �— � En� M to o - 0 0 c> .6 ' 0 m �7D > 16.6' 9.8 36.6' tq X 3 6` 1 STORY FRAME DWELLING { 9Tt D —3.0` X111900 x 10.5° 1895 S.F. F "+s a > 9' F.F. EDB 3 4. C.L 77, 16+ 9'UNFINISHED BASMT. " �OW R 15.7X16 ��. , la xF PATIO X x x O'�Z 0 x r Z N D c� W0 ::i=j il OR X > X � 1 I ca xD " 1,,9 " V N ALMS , I 73.^4' x X 26.3' O-Vo Xo O ASP H. A o 0 x F c� o 0 -1 o a o. DRIVE fa c - C3 W^ftp D'�� x mrz Z I O c6 o �mt��En C, o r -+ P - m I .� _ a ao I x 0 I W D or n• x m1a'> .mo�mmj f*lzm x� 6-op fO z F m A D° (-n-"o -n x frl ` 4" OhdA+N LTNGC FENCE FNC. x :p A N A(A z � a A X0 v� 2111 X x x x ,,„ *" � 0 m M En 3Lb'0 N > Z ,8l 'd02id m 0o m PROP, 6' STOCKADE FENCE ^� x x x x x x v 0 f ROP *Ai L 9 SPACES rq W Ga 4 DO c 301A83S 3RLL0313 'd0Hd 3 3 „_ 3 3 3 3 ''mac COUNTY OF SUFFOLK , E.,. I ,9 �;oLal- iij Torunard .� OFFICE OF THE COUNTY EXECUTIVE Manning Bo ... Steven Bellone SUFFOLK COUNTY EXECUTIVE Natalie Wright Department of Acting Commissioner Economic Development and Planning December 20, 2019 Town of Southold P.O. Box,1179 Southold, NY 11971 Attn: Brian Cummings Re: Application of "Oregon Storage Warehouses" Zoning Action: Site Plan Municipal File No./Public Hearing Date: N/A S.C.T.M. No.: 1000 08300 0300 00SO03 S.C.P.C. File No.: SD-19-03 Dear Mr. Cummings: Please be advised that pursuant to Sections A 14-14 to 2S 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,January 8, 2020 2:00 p.m.Wyandanch Village, Community Room, 40 Station Drive,Wyandanch, NY 11798 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 m 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 w HAUPPAUGE,NY 11788-0099 ® (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. Fr g lie. Tanner Division of Planning and Environment APF/cd H.LEE DENNISON BLDG a 100 VETERANS MEMORIAL HWY,11th Fla P.O.BOX 6100 a HAUPPAUGE,NY 11788-0099 a (631)853-5191 Elizabeth Thompson, Chairperson * Town Hall Annex Ronald McGreevy 1 �SD � 54375 Route 25 c�, � .�, Stephen Geraci PO Box 1 179 Patricia ButlerSouthold,NY 11971 Reynolds duPont, Jr., Fishers Island Liaison c A Fax(63 1) 765-6641 Anne Surchin, Historic Preservation Telephone: (631)765-1892 Commission Liaison , www.southoldtownny.gov Town of Southold Architectural Review Committee Minutes {l� C 4��� December 12, 2019 at 4:00p.m. . Town Hall Annex Executive Board Room ,OU1J 10hU i O VI r a 3oa d Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Patricia Butler; Anne Surchin; Brian Cummings,Town Planner; Elizabeth Cantrell, Secretary The minutes for the November 7, 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. New Apta'lication: • OREGON ROAD STORAGE SCTM#1000-83-3-5.3 Owner Marty Kosmynka and Town Planner Brian Cummings presented the proposed construction of a ±69,360 square foot self-storage facility, and includes the construction of six(6) storage buildings; three 12,000 square foot one-story buildings, two (2) 11,880 square foot one-story buildings, and one 9.600 square foot one-story building. Also included is the conversion of an existing 797 square foot garage to an office, an existing dwelling to remain and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Located: 11900 Oregon Road, Cutchogue The Architectural Review Committee reviewed the proposed project and is approving this application except for the following comment: The front yard landscape buffer should have minimal grass lawn.The new trees should not be a mono- culture. More abundant and diverse selection of native trees should be planted.These should include both deciduous and conifer, such as red and white oak, wild black cherry, poplar, spruce, beech and black walnut. See attached suggested plant list for additional listings. Motion made and seconded,. All Ayes. Elizabeth Cantrell, A.R.C. Secretary - — w m y a a 0 CL -u7 U, N M N (T co f' ^71 m M h4 h CO [W Qy .a N r r r- v M co -,4 N e-- .- r x d co h- (D (D 5Y C 63 In J u � U O O w 0a Q c m C E fn a� 0 o W E a`) O C z o N a`) c � �I � � � � E � m c E � � N 4) o a� c - �- � a c m c c x ro U �' �. c o - a 0 (Dm .c a 3 a� o o _ Q. E o m 7 c ai .> co e Y fl " c .0. E m o o �' r E > ai ' > o o f r m > U r v m o i ® E ro o Ia Co N d) ` S .t m c E -Z v (� ® ® ° m o I � � cu ca y •C C I I y.r Q C O G. w O 47. M M CO O O + CO M y L• -0 y M (f� U') �c- CO r 00' O D lf) LOu Lo i U7 CAM M' C'7 C'� N N �+� y. O N LO �t ":t M. CO N N N N N Q J 47 'a , r 4 C M O Fr d H � ° o 3 a E 3 C, 0, a E Y o t m e O o o r .0 N om m 41)U) Co o ami m Z .0 E ' .3 E s vai `� '= 3 C2 ao ? E v r U o C cC o > U G N e4 Cli O � 7 C4 N N C CV aCi C7 m eZZ 12 0. coQ j r U F U E } Q J J - H b o a� b a� W b 0 c� z q b a ,c PQ Cdo as I � d A. di am g � b o A.4_ F d J 0 O N N c c U N A b > d AS�c�a�7� s ion Without a Cover �.elte� RECEIVED DEC'C' 1 3 200 Sort c,r: Ma +y SCTM#- 1000 - ® - bated ( C� comments, Dear Brian and Board Members- Mike, in the Building Department,will issue me an interior building permit with the Planning Board's approval. The scope of the work will be to make the covered porch into a bedroom, and to make the other bedroom in the house into a laundry room with an exterior door leading to the back,with a handicap ramp so I have access.The house will still stay as a three bedroom. There will be no additions to the footprint of the house,the work is all interior. Sincerely, +f IIIA__ ._.,D sa Marty Kosmynka 1 3 01,: 'f wpm �nu�Pu�..wlr� PIanning 130ard From: Cummings, Brian A. Sent: Wednesday, December 11, 2019 3:21 PM To: Michaelis, Jessica Subject: FW: Letters of support Attachments: letters 001jpg; letters 002jpg; letters 003 jpg; letters 004jpg; letters 005 jpg; letters 006 jpg; letters 007 jpg; letters 008 jpg -----Original Message----- R E n Fro y' Sent�Wedn Wednesday, December t11 20199 1 54 PM om] �.�E . w1 2019 1 To: Cummings,Brian A. -p -... ect: Letters ofsu ort tAK .! 1 4 ��� Sub' 3 Pl' .... . Pann"ng Boaa.d. .mm_�_., Brian -Please see attached regarding 11900 Oregon R . Thanks, Marty Unit 2 Go PO Box 946 Cutchogue, NY 11935 (631) 734-2166 \v wv �ii'a mt g� t;,o Customer testimonials are the ultimate thank you! Please "Like" and comment on Facebook. Portable storage where you want it,when you want it! ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Dear Donald Wilcenski and Planning Board Members, w, am in full support of Unit2Go1 s application for 11900 Oregon Rd. Cutchogue., NY 11935. Dear Donald Wilcenski and Planning Board Members, T� I �, ,ems am in full support of Unit2Go's application for 11900 Oregon Rd. Cutchogue, NY 11935. Dear Donald Wilcenski and Planning Board Members, am in full support of Un UG&s awpplication for 11900 Oregon Rd. Cutchogue' NY 11935. Dear Donald Wilcenski and Planningr r , a,,ppl:i;cation for 11900 Oregon Rd. Cutchogue, NY 11935:. Dear Dona,ld Wilcenski and PlanningBoard Members, L, -01v a r w 5�i mi i ll �;s : it `s applIcation for 1190 Oregon Rd. Cutchoguae, NY 11.935. � 0 ct Dear Donald Wilcenski and Planning Board Members, . // am in full support of U,nit2Go's application for 11900 Oregon Rd. Cutchogue, NY 11935. Dear Donald Wilcenski and Planning Board Members, i, ,' ia r� am in full support of UnJUGo's application for 11900 Oregon Rd. Cutchogue, NY 11935. A Dear Donald Wilcenski and Planning Board Members, /� 00'-1210am in full support of Uln.it2G:o's appl"Ication for 11900 Oregon Rd. Cutchogue, IBX 11935. OFFICE LOCATION: MAILING DRESS: Town Hall Annex )fl / A P.O. Box 1179 54375 State Route 25y+ 'e neo Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , Southold, NY Telephone: +631 '765 1938 www.sontholdtownny.gov I'I.ANNINO BOARD OFFICE TOWN OF SOU'THOLD November 8, 2019 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: SEAR Classification & Set Hearing — Oregon Warehouse Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Zoning District: Light Industrial (LI) Dear Mr. Kosmynka: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 4, 2019: WHEREAS, this site plan is for the proposed construction of a ±69,360 sq. ft, self- storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq, ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq, ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 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, January 13, 2020 at 6:01 p.m. for a Public Hearing regarding the Site Plan entitled "Oregon Warehouse Storage", prepared by Kenneth H. Beckman, L.S., submitted to the Planning Board October 28, 2019. Oregon Warehouse Storage Page 2 November 8, 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, included in the packet, alongwith the certified mailing recei _ ' is AND the si n_ ed areen return receipt cards before 12:00 ... noon on FridaV, JanuarV 10 2020. The sign and the post need to be returned to the Plannjn 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 Encls. 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: Oregon Storage Warehouses Address: 11900 Oregon Road, 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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#1000-83.-2-12.4: Zuhoski Farms Inc,, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-13.6: David & Steven Zuhoski, P.O. IBox 277, Cutchogue, NY 11935 SCTM#1000-83.-2-13.7: David Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-13.8: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-16: Richard & James McBride, 10625 Oregon Road, Cutchogue NY 11935 SCTM#1000-83.-3-6.1: F McBride & Sons LLC, 10415 Oregon Road, Cutchogue NY 11935 SCTM#1000-95.-2-1.1 : John P. Krupski Jr., 95 Laurel Hill Road, Northport, NY 11768 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, 2 , /Applicant/Agent Signature Date Southold Town Planifin_q Board Notice to Adjacent Propeily 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#1 000-83-3-5.3; 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,1000 sq. ft. 1-story buildings, two 11 ,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District; 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 Fl., Former Capital One Bank). If you have any questions, 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,S0Utholdtownny.qo 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: Jessica M @SOUtholdtown ny.,gov, _ _1 6. That a public hearing will be held on the matter by the Planning Board on Monday, January 13, 2020 at 6:01 p.m. in the Meeting 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- Shirley Zuhoski Date- 12/3/19 Notice to Adjacent Property Owners Oregon Storage Warehouses 11900 Oregon Road, Cutchogue, NY SCTM#1000-83-3-5.3 1. 83.-2-13.6 2. 83.-2-14 3. 83.-2-16.1 4. 83.-3-4.5 5, 83.-3-4.7 6. 83.-3-5.2 7. 83.-3-6.1 r — r-r ne r S u ., f n y d e / h h , �d h V7 — } w... w.. I A L bt z COUP rtOF SSfFOL n9( µ _— r {I Y f 083 z n � I.. a r b/ a � f r / ---------- nn r} saanla') r / . .,..,ma i 095 COUNN OF SUFFOLK I P P 'tYgT 5 A9 Y v 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: Oregon Storage Warehouses Address: 11900 Oregon Road, 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Property Location (road and tax map #): 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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#1000-81-2-12.4: Zuhoski Farms Inc., P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-13.6: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-13.7: David Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-13.8: David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 SCTM#1000-83.-2-16: Richard & James McBride, 10625 Oregon Road, Cutchogue NY 11935 SCTM#1 000-83.-3-6.1: F McBride & Sons LLC, 10415 Oregon Road, Cutchogue NY 11935 SCTM#1000-95.-2-1.1: John P. Krupski Jr., 95 Laurel Hill Road, Northport, NY 11768 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 y , N w r t n rye ,,n�. � • � r �. `" , — t�Ft w`s ri x� f , F _ o Z .P �'^. � �, O��� � `'.w•`j .ani m ww w w. ; ell- n^ 4 s I Fn a. ..... _...�._ 4 mrc�._...__ ._�...._..._ ._ ~.`.._... � _.... /... Nr•:\✓\o.� _.____—.—_ a _._—......_ ' '— — COUMV OF SUFFOLK � f 'He�O __. ._____. —_. _ "•w„n„„, ......._—. ..... .••,n .- d{ „�Reai ProPeM1Y Tax Service Agency a'—,.. .,c•n \ — l�`\ r^ ` ,.�� � �/ ,•~~/\jam\ I �� s+AHcl YYYf�/ rcm,wwm�ncr•rs � en ../ �J.`� A, tri A w ax ,,/ \� \ 0 .o 4 R l _ y ary� SSFF CO ^ x 095 AFFIDAVIT OF POSTMG 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 Add ress Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon 2 Fri., 1/10/20 Re: Ore on Storaqe Warehouses SCTM#s: 1000- 83-3-5.3 Date of Public Hearing: Moinday,..J.anuary 13, 2020, 6:01 p.m. Town of Southold PCICodebookfor Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-2003] Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility ility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not loss than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property Much abuts and every property which is across ft-om any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The-notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. From: Cummings, Brian A. Sent: Wednesday, November 27, 2019 8:31 AM To: Michaelis, Jessica i l`� f, . s Subject: FW: Site Plan for Oregon Storage 83.-3-5.3 - For mail, please. ar,'J From: Easton, James Sent: Wednesday, November 27, 2019 8:11 AM To: Cummings, Brian A. Cc: Fisher, Robert Subject: Site Plan for Oregon Storage 83.-3-5.3 Good morning Brian, After taking a look at the site plan for Oregon Rd. Storage (11900 Oregon Rd, Cutchogue), Bob and I have found no issues with the plan. Thanks, Jim Easton James Easton t Fire Marshal,Town of Southold Jar'nesE soLithoic towtiiiiy. ov (W) 631-765-1802 PI?IVELfGEOA RON,rfr)PIM1,4L L"NAXIINIVTION L°ONFIIIb-NTIAIITYNOTICE This electronic mail tram-01,7Sion is)nteerded only for the use of the rnd�v,,d,,ral or entity to which it is arfdr e used and may contain ronf*rfential infarmatian hebangiod to the sender which is protected by driiolege. If you are nat the Intendedrev)prent,you are hereby notified that any rfavlosure copy#ip, distribution,ar the taking afany action in rehanre an the contents afthis information is strictly,ixraliihitoiI If you have rece*ed this kzmvuisvi a in error,Please natify the sender irninedlately by e-mai/and delete the ar%iml messgge: 1 OFFICE LOCATION: an MAILING ADDRESS: Town Hall Annexe"'fin P.O. Box 1179 54375 State Route 25 �� � �� �� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY °w Telephone: 631 765-1938 r www.southoldtow-rmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Robert Fisher, Fire Marshal From: Brian Cummings, Planne(z� Date: November 21, 2019 Re: Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. n �.�E Thank you for your cooperation. l (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-83.-3-5. ) P..11a, ikvj POO Z - tS.Sve4o rN OFFICE LOCATION: e MAILING ADDRESS: Town Hall Annex P.O.P.O. Box 1179 54375 State Route 25 � � � ��� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) �� , Telephone: 631 765-1938 Southold, NY y wwwsoutholdtovvnuy.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, Planne Date: November 22, 2019 Re; Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-83.-3-5.3) OFFICE LOCATION: 'r' MAILING ADDRESS: Town Hall Annex � M �, P.O.Box 1179 54375 State Route 25 � �� `w Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � Telephone: 631 765-1938 P www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Stormwater Manager From: Brian Cummings, Plannee,­� Date: November 21, 2019 Re: Site Plan for Oregon Road Storage Application Name: Oregon Road Storage Tax Map Number: 1000-83.-3-5.3 Location: 11900 Oregon Road, Cutchogue Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: Final Subdivision Map (Dated: Road Profiles (Dated:w___ Grading and Drainage Plans (Dated: Other (Dated �1 Site Plan (Dated: 5/2019 rev.10/25/19) Revised/Amended Site Plan (Dated: Grading and Drainage Plans (Dated: Other (AS BUILT) (Dated: 1 Project Description: This site plan is for the proposed construction of a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 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 �� � �� y Southold, NY 11971 ri•. (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner Date: November 21, 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. Oregon Road Storage— Page 2— November 21, 2019 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: Oregon Road Storage Address: 11900 Oregon Road, Cutchogue Tax Map #: 1000-83.-3-5.3 Requested Action: This site plan is for the proposed construction of a ±69,360 sq. ft. self- storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 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• ,"m MAILING ADDRESS: Town Hall Annex " ', P.O. Box 1179 54375 State Route 25Y, Southold, NY 11971 (cor. Main Rd. &Youngs Ave. �'�"� �la� Telephone: 631 765-1938 Southold, NY � � www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From:. Brian Cummings, Planneffi� Date: November 21, 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: Oregon Road Storage Address: 11900 Oregon Road, Cutchogue Tax Map #: 1000-83.-3-5.3 Requested Action: This site plan is for the proposed construction of a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft.. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings 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 Appendix A - County Rqpiwori'.F`oi- Appendix A—Suffolk County Planning Commission Guidebook Municipality: 9gLilbold Town Hamlet: Cutchogue Local Case Number: District: 1000 Section: 83 Block: 3 Lot: 5.3 Local Meeting Date: Application/Action Name: Oregon Stg[qgg W'arehoLIs•s Public Hearing: Yes No f ring c : Tyke o8 Referral: SEORA Action: Draft EIS Positive Declaration lanr art Board or Commitas 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 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 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 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 II 11[ IV V VI VII VIII Contact Information Municipality Town of Southold Contact Name: Department/Agency: Planning Department,.—.— Brian Cummings Phone Number: 631-765-1938 Email Address: brian.curnmings(c�town.southatdl n ;.LIS Applicant: Martin Kosmynka Contact: Martin Kosmynka Name: Applicant Address: PO Box 946 Cutcho i.g% NY 631-384-9979 OFFICE LOCATION: A MAILING ADDRESS: Town Hall Annex 'u ', P.O.Box 1179 54375 State Route 25 � � Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtowuny.gov w PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planne _'�, Date: November 21, 2019 Re: Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 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 � " ,r Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � Southold,NY a ��'' Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Robert Fisher, Fire Marshal From: Brian Cummings, PlanneQ�> Date: November 21, 2019 Re: Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. (In Laserfiche: Planning, Applications, Site Plans, Pending, 1000-83.-3-5.3) OFFICE LOCATION: x MAILING ADDRESS: Town Hall Annex ��: � ` P.O. Box 1179 54375 State Route 25 � ` w, Southold, NY 11971 (cor.Main Rd. &Youngs Ave. y " Telephone: 631 765-1938 Southold NY p www.southoldtownny.gov eviv PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 21, 2019 Mr. Matthew Martin c/o Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review - Proposed Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. Sincerely, &, ' , S Brian Cummings Planner Encls: Site Plan Application Site Plan OFFICE LOCATION: :, , MAILING ADDRESS: Town Hall Annex ; '" P.O.Box 1179 54375 State Route 25 ��d Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY �; www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planne� Date: November 21, 2019 Re: Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 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 a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: W MAILING ADDRESS: Town Hall Annex � `�- " � � °� P.O. Box 1179 54375 State Route 25 � r Southold, NY 11971 d ' r (cor.Main Rd. &Youngs Ave.) Southold, NY v Telephone: 631 765-1938 www.southoldtownny.gov � b w w ��m PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planne� Date: November 21, 2019 Re: Site Plan for Oregon Road Storage Located at 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 The Planning Board refers this Site Plan Application to your committee for review and comments. This site plan is for the proposed construction of a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Thank you Encls.: Site Plan Application and Site Plan Elevations OFFICE LOCATION: � ,. LING ADDRESS: Town Hall Annex I P.O. Box 1179 54375 State Route 25 e Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 0UNV M PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 8, 2019 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: SEQR Classification & Set Hearing — Oregon Warehouse Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Zoning District: Light Industrial (LI) Dear Mr. Kosmynka: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 4, 2019: WHEREAS, this site plan is for the proposed construction of a ±69,360 sq. ft. self- storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 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, January 13, 2020 at 6:01 p.m. for a Public Hearing regarding the Site Plan entitled "Oregon Warehouse Storage", prepared by Kenneth H. Beckman, L.S., submitted to the Planning Board October 28, 2019. Oregon Warehouse Storage Page 2 November 8,,_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, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, January 10 2020. The sign and the post need to be returned to the Planning 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 Encls, OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so � P.O. Box 1179 54375 State Route 25 � P ® Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) "" Telephone: 631 765-1938 Southold, NY wwwsoutholdtowimy.gov cPA , ou PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 8, 2019 Mr. Martin Kosmynka P.O. Box 946 Cutchogue, NY 11935 Re: Proposed Site Plan for Oregon Road Storage 11900 Oregon Road, Cutchogue SCTM#1000-83.-3-5.3 Dear Mr. Kosmynka: I am writing as a follow-up to the Work Session held on November 4, 2019 where the Planning Board formally accepted the above-referenced Site Plan for review and initiated the coordinated review process. 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, Brian Cummings Planner WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, November 4, 2019 4:00 p.m. Southold Town Meeting Hall 3:00 p.m. Executive Session — Advice from Town Attorney 4:00 p.m. Applications Project Name Tuthill Conservation Su ion SCT 1000 17.-a-16 17. 6 . - 1s.-� J 18.-6-18.1 � � IVI 3-30.3, 18.-6-17.3,. r _...r �.. , Location: 21505 Rt. 25, 21070 Rt. 25, 26975 Rt. 25, 7685 Narrow River Rd., 8070 Narrow River Rd., Orient Descri tion: This proposal is for an 80/60 Conservation Subdivision of four p p p parcels ' SCTM#1000-17-4-16, 1000-17-6-14.2, 1000-18-3-30.3 and 1000-18-6- 17.3 (total area=112 acres) into 17 residential lots, with 94 acres to be preserved. This project proposes the transfer of yield pursuant to §240- 42 G of the Southold Town Code. Status� Action: e Review SEQRA Findings & Referral Review Attachments- SEQRA Action: � eview Findings & Staff Report _ ` I Project Name: Croteaux Far e m Vineyard & N SCTM# 1000-75-7-1.4 Wirier .. . I m,.e . '.. Location: 1450S Harbor Road, Southold _ Descriptiow 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 l ,mak I,,yyra��+,^p�es in the A-C Zoning District, Southold, _ ...... . 6 .. .. _.... .... .. .... Status: New Application Action° Completeness Attachments: C Staff Report - Project Name: Oregon Storage Warehouses SCTM#. 1000-83-3-5.3 Location: ( 11900 Oregon Road, Cutchogue Description: This site plan is for the proposed construction of a ±69,360 sq. ft. self- storage facility, and includes the construction of six (6) storage buildings* three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ft. 1-story building. Also included is the conversion of an existing 797 sq. ft. garage to an office, an existing dwelling to remain, and 20 proposed parking stalls all on 5.7 acres in the Light Industrial Zoning District. Status, Pending Action: Completeness Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Cont'd Date November 4, 2019 Prepared By: Brian Cummings I. Application Information Project Title: Oregon Road Storage Buildings Applicant: Martin Kosmynka Date of Submission: August 2, 2019 Tax Map Number: 83.-3-5.3 Project Location: 11900 Oregon Road Hamlet: Cutchogue Zoning District: LI- Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 5.7 acres Building size 23,760sf"Phase 1" 21,600sf"Phase 2" 24,000sf"Phase 3" 72,053sf total (includes 2,693sf of existing buildings) III: Completeness Review This Site Plan is for the proposed construction of a new 69,360sf self-storage facility. The proposed construction includes six (6) self-storage buildings: three (3) 1-story buildings at 12,000sf, two (2) 1-story buildings at 11,880sf, one (1) 1-story building at 9,600sf, and 20 proposed parking stalls, conversion of an existing 797sf garage to an office, and an existing dwelling to remain; all on 5.7 acres in the Light Industrial Zoning District, Cutchogue. A. Existing: a. ±1,896sf dwelling and ±797sf garage on 5.7 acre parcel; b. Surrounding land: i. Northeast: "Oregon Road Recycling" 4.5 acres in the Ll zoning district; ii. Southeast: "North Fork Sanitation" 5.1acres in the Ll zoning district; iii. South: 26.9 acre (farm) in LI zoning district (Ag District Exemption) I iv. West: 0.38acre parcel in the LI zoning district with existing agricultural storage building (lot recognized by 2018 ZBA decision #7126) v. A-C zoning district opposite Oregon Road B. Proposed construction: a. Phase 1 • Dwelling to remain • Convert existing 797sf garage to office space • Construct two (2) storage buildings totaling 23,760 sf @11,880sf each (decreased from 24,000 sf) o Buildings @ 60' x 198' (31' high; 20' floor); b. Phase 2 • Construct two (2) storage buildings totaling 21,600 sf o One (1) building @ 60' x 160' (9,600sf); o One (1) building @ 60' x 200' (12,OOOsf) o Both buildings @ 23' high (12' floor) c. Phase 3 • Construct two (2) storage buildings totaling 24,000 sf (@12,OOOsf each) o Both buildings @ 23' high (12' floor) • Solar panels C. With reference to the Planning Board directive dated October 17, 2019: a. Provide all drainage details pursuant to §236 of the Town Code on a separate sheet of the site plan packet in order to provide clear, legible information; Submitted: yes; b. Provide the location, plans and renderings for any outdoor signs (in accordance with applicable sign regulations); 2 Submitted: yes; c. Provide the location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location, Submitted: yes; E. SEQRA: Classify the action as an Unlisted Action 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; F. Parking Required: • Dwelling = 2 • Office @ 1 per 100 o 797 / 100 = 7.97or8 • Storage @ 1 per 1000sf o 69,600 / 1000 = 69.6 or 70 TOTAL stalls required = 80 TOTAL stalls provided = 81 (20 constructed including 4 ADA; 61 landbanked) G. Access: • One driveway to Oregon Road @ 24' wide H. Bulk Schedule/Code Requirements: Light Industrial (LI) zone a. Lot coverage 30% maximum allowed Total Lot Coverage proposed = 29.37% (All phases combined) b. Landscau ygra 25% minimum required 25.55% proposed 1 J I. Exterior Lighting: A photometric plan is provided on sheet A-3 of the building elevations packet; J. Landscaping: proposed landscaping is provided on site plan V: Planning Board items to consider: 1. Find the above referenced site plan application as complete for review and commence the following actions: a. Classify the action as an Unlisted Action under SEQRA at tonight's public meeting; b. Set the public hearing to be held on December 4, 2019 at tonight's public meeting; c. Refer the application to at least the following agencies: 1) Building Dept. 2) Office of the Town Engineer 3) Suffolk County Planning Commission (SCPC) 4) Cutchogue Fire District 5) Fire Marshall 6) Town Highway Department 7) Local Waterfront Revitalization Program (LWRP) 8) Architectural Review Committee (ARC) 4 Suhinission Without a Cover Letter Sender: MarAl CUT 2 PVac,ro6ng BoW°°Ci Subject: Ofer()() SCTM : 1000 - 55S - Date: \01 I • �, C® ents: r(a\ !l ie f uv s` Cu b Oao _ �3'-0" x 8'-O" PAINTED WOOD 51ON W/ INDIRECT ILLUMINATION STONE PIERS A/ STONE CAP r^T m a�P P (TYP) , '.7 o 1-877-UNIT2 G 0 ELEVATION --5'-O° x 8'-O° (2) I'-8" x I'-8" x 4'-6" -��, ��' PAINTED WOOD STONE PIERS SION W/ INDIRECT W/ STONE CAP ILLUMINATION (TYP) u PLAN FREE STANDINO SIGN DETAIL D °ad 14rV'��'u�,"�f� Id:➢k^Vu"u Oregon https:Hemailmg.ipower.com/sgmail/src/printer_fTiendly bottom... From: "David DiGiovanni" <DAA93@msn.com> Subject: Oregon Date: Thu,October 24, 2019 5:19 pm To: "Marty Kosmynka" <sales@unit2go.com> Marty Please see attached. Will add sign tomorrow DiGiovanni and Associates Architects 26 Preston Avenue Sea Cliff, NY 11579 (516)671-3624 (516)759-7138 fax Daa93@msn.com Attachments: untItIedjj.1,j f e Lexi Ya:rurc S¢e 0.1 k 1 �o res29 d S¢e: 1.6 M �.�... Tyj)e application/pdf _ Info Oregon Progress 10 24 2019 pdf I of 1 10/24/2019,5:35 PM LAT PsC t' SrrC)missioll. Without a Cover Letter i u`d°ic9� c� Pla nnng Board S e d c.:,r: __.............. _ ,�._ ......_.._....__.... Subject: SCTMA- 1000 - Jute: l Comments: 40 L Suhmissioll Without a over Letter � C Serider: f)9�: rnntng Il.3n2w Subject: �k�' SkDcoct SCTM#: 1000 - - - Date: O�l a4l ao\ Co ents: \pa M4 ( CCs ' WPLED26 FIAU IOutdoor Project: Type: Prepared By: _ Date: Driver Info LED Info Type Constant Current Watts 26.00W 120V 0.26A Color Temp 5000K(Cool) 208V 0.16A Color Accuracy 72 CRI Color:Bronze Weight:7.2 lbs 240V 0.14A L70 Lifespan 100,000 277V 0.12A Lumens 3,483 Input Watts 29.10W Efficacy 119.7 LPW Efficiency 89% Technical Specifications Listings Construction Equivalency: UL Listing: IP Rating: Equivalent to 175W Metal Halide Suitable for wet locations.Suitable for mounting Ingress Protection rating of IP66 for dust and water Buy American Act Compliance: within 1.2m(4ft)of the ground. 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Driver: Color Consistency: Other Multi-chip 26W high output long life LED Driver 7-step MacAdam Ellipse binning to achieve Patents: Constant Current,720mA,Class 2,6kV Surge consistent fixture-to-fixture color Protection,100V-277V,50-60 Hz,100-240VA The WPLED design is protected by U.S.Pat. Amps. Color Stability: D634878,Canada Pat 134878,China Pat. LED color temperature is warrantied to shift no CN301649064S. THD: more than 200K in CCT over a 5-year period 11.91%at 120V,9.58%at 277V Color Uniformity: Power Factor: RAB's range of CCT(Correlated Color 99.1%at 120V,93.1%at 277V Temperature)follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting(SSL) Products,ANSI C78.377-2017. Need help?Tech help line:(888)722-1000 Email:custsery@rablighting.com Website:www.rablighting.com Copyright©2019 RAB Lighting All Rights Reserved Note:Specifications are subject to change at any time without notice Page 1 of 2 Subr issio . Without a Cover Letter ' _.__ !��ECIIIIII - e _ -0 wRll f"Ou u Setader Subject: ... w: �..�..� S CTM#: 1000 Date: U I Comments: r1 Owner Authorization of an applicant I, Maria Gaydosik, owner of the property identified as SCTM#1000-083-03- 005.3 in Cutchogue,NY,hereby authorize Martin Kosmynka to apply for a site plan on my property and hire any agents necessary to complete the work involved in the site plan application process with the Southold Planning Board. ' ' 'i , C C4— Signature:— Sworn before me tlfs day of ..... 20 )9 [ Notary tan'ip EVE L.GATZ-SCHWAMBORN 0 _W YORK IIA� _.m.. Avs o i tasttfrxrs Na,.()IGA6i274028 Qualified ars Suffolk County C:uarsrasi,ss on�:xfrsxe�Etc. �,2fl�ti ,V PA�4t Submission Without a Cover Letter R[ P, j G ' Jai 2 01 PlanriAng Board Sender: Ct rw\ Y,(D5f\ -......................m........ _..,............ ...... ._.. �._.�.�_... �m Subject: Oregon SA"CX,(a�e WO,,reV)a LA'S SCTM#: 1000 - c63. -3" S•3 Date: d a I ao\ Comments: � —� � �� � E SOUTHOLD PLANNING BOARD � �` SITE PLAN APPLICATION FORM A�j(a 0 �� rd�iarFaC+�t hC.o�1Fc"N Site Plan Name and LocationRwuNng 13owd Site Plan Name: Oregon Warehouse Storage Application Date: 07 / 30 / 2019 Suffolk County Tax Map#1000- 083 - 03 -005.3 Other SCTM#.s Street Address: 11900 Oregon Road Hamlet: Cutchogue Distance to nearest intersection: 934.59' wouth of Cox Lane Type of Site Plan: x New Amended Residential Zoning District LI OnersJA ent Contact Information Please list name, inading address, and l.2hone numberw fi r the peTle below: Property Owner Maria Gaydosik --------- Street 11900 Oregon Road t"ityCutchocue State NY ,lila 11935 Home Telephone 63.1„-9„0„2-80.5Other ...................................... ........t Applicant............Marn Kosmynkai............._ Street PO Box 946 City Cutchog e State w NY Zip 11935 Home Telephone 631-384-qq7A Other _. Applicant's Agent or Representative: Contact Person(s)* Street City. State - zip-Office Telephone _m__Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/18/2010 Site Data Proposed construction type: x New Modification of Existing Structure Agricultural .............................. Change of use Property total acreage or square footage: 5.651 (ac.Xsq. ft. Site Plan build-out acreage or square footage: 72,293 ac 4scl. ft.) Is there an existing or proposed Sale of Development Rights on the property? Yes No x If yes, explain: « ................ Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y x N If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) The property does meet standards. See title report and Certificate of Occupancy for existing structure. Building Department Notice of Disapproval Date: 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_ No x 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: Residential use with one single family dwelling. List all proposed property uses:m Public storage with office space. Exisitngmdwelling to remain. Other accessory uses: ... �..... g ° .3 ' Existing lot coverage: ......................../o Proposed lot coverage:_,,,, °/,,............. Gross floor area of existingstructure(s): 2,693 sc ft. Gross floor area of ro osed structures 72,293 sq.ft. 1. p p O ...� Lpa�rking Space Data: #of existing spaces. 2 #of propose spaces: 8 Loading Berth: Yes.— No x Landscaping Details: Existing landscape coverage"9T5-_% Proposed landscape coverage:25.55'01110 Wetlands: Is this property within 500' of a wetland area? Yes No x Maybe I, the undersigned, certify that all the above information is true. 61, d Signature of Preparers '` " -�'' Date; P 2 Site Plan Application Form 2/18/2010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Martin T. Kos,myn.,ka................................................................... being duly sworn, deposes and says that he resides at 1985 Pine Tree Road. Cutcho ue in the State of New York, and that he is the owner of property located at �� xeclue...._.._, SCTM# ...._1.8�t1��8 -(l -�(�a 3— or that he is the of the (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Pla ping Board; and that the actual physical improvements will be installed in strict, cordci.h the plan as approved by the Planning Board. Signed Owner Signed (Partner or Corporate Officer and Title) Sworn to me this day of2,0 ,�� 1 A-�'i . ,i Notary Public ° MANN"' [)OROSKI 101AFIY PURL K3,F.",4-1 Nm hnnirk Southold lanniog Department 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: Kos Anka„ Martin T. 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 Sig�n<atm� ., �. . ..................... Print Name .� � t Disclosure Form SOUTHOLD PLANNING DEPARTMENT Sample Authorization Affidavits All applications that are submitted by someone other than the owner of the property must include an authorization affidavit authorizing that a subdivision or site plan application may be considered on their property, and naming the applicant. Applicants,whether the owner or not,must authorize in writing when using an agent to process the subdivision or site plan application. Owner authorization of an agent • I,J0111 inith.(P esideiit.of Southoldo1IIPL-Ry, 1nc . ° e., ane and John Smit1�'1, owner(s) of the property identified as SC'TM 1000-100-10-10 in.Mattituck.,m ; , hereby authorize rropclty Consultants Inc. to act as my agent and handle all necessary work involved with the subdivisiolilsitela�ij application process for this property with the Southold Planning Board. Signature: Sworn before me this day of. 20_, [Notary Stamp] V670 - C2 Owner authorization of an applicant 8 r . • 1 Cpl � � o�vr�e�'s of t1ae property i.cLel�tified FIs ➢' 1000-I �.k �"t'",,hereby autl�ol izc I�1•ol�erty �ol�s,�11,1a1�t�lnc, toappiy for 0 i1� ��l rR1.m slii�d:ivls�on or site t�la�� on our property and h>re any agents necessary to complete the work involved in the subdivisio i/site application process with the Southold Planning Board. n Signature; ., ° "� ° � � � i� 1 � LYC�ILOSEY BARKER �'q4 , ✓ NOTARY PUBLIC,STATE OF NEW YORK �' _ No. 01 BA6 Suffolk 76 Co ° Qualified in Suffolk County , Sworn before me this [ day of .„m 20 � Nota Stamp] Commission Expires November 27,20oS Applicant authorization of an agent (use this when the applicant is not the owner, and is using an agent to submit the Site Plan or Subdivision application packet) Mori+ 14_ogt^Y l ".e'. .� �j ”. o re .,,y • We, 1 1 1+ 14aitwl�i -authorized applicant for a site 1,�1an or s bdimvisiolI application on the property identified as SC T"1�1 mm m000 l-(A"—q ro Ii°I"1l4attitTrck. NY, hereby authorize John 4 . Lawyer, lis to act as our agent and handle all necessary work involved with the subdivision/site plan application process for this ro J �ld lannin property p y witl� t1 So th g Board. • Signature Sworn before me this J_�day of 20 (" [Notary Stat W" t L.GaTZ-SCHW.aMBOR-` Sample authorization affidavits for Planning Board applications NOTAR 5 Pt."BLIC.STATE OF NEW YORK RLeistratiun No.01GA6'74028 Qualified in Suffolk County Commission Expires Dec.'3,2 SOUTHOLD PLANNING DEPARTMENT SITE PLAN APPLICATION REQUIREMENTS SUMMARY The following is a summary of the items typically required for a complete site plan application (See the Site Plan Application Guide for further information&relevant Town Code sections): 0 Site Plan Application Form Vf Fee. Check payable to Town of Southold(see Town Code §280-138 for fee schedule) Notice of Disapproval from Building Department 0 Applicant's Affidavit ❑ Agent Authorization Letter 7&i-c Is no &9chr Ja' LWRP Consistency Assessment Form (five pages) Full Environmental Assessment Foran(EAF-Part One—digital fillable forms available online at the NYSDEC website) (Short Form EAF may be sufficient—this is determined at the pre-submission conference in Planning) M Proof of Lot Recognition pursuant to Town Code §280-9 Lot Recognition Survey Prepared by Licensed Surveyor or Civil Engineer(Four copies) Existing site conditions(can be part of Survey required above), including buildings,pavement, drainage structures,utilities and the following natural features: o Topography o Wetlands,water bodies o Woodlands o Dunes,beaches, etc. o Trees>/=6"dbh o Slopes 20% or greater o Flood hazard areas o Cultural&historic features within 500' of property boundaries Site Development Plan (Nine copies) o Proposed buildings, parking, curbs, sidewalks, driveways, signs, other improvements o Location, name &width rights-of-way within 500' of property lines o Location and use of all buildings and structures, including curb cuts,within 200' of the property boundary. o Show all easements and required setbacks on the plan o Describe all covenants or restrictions and/or easements on the property o Key map of location &owners of all properties within 500' ❑ Grading and Drainage Plan with Calculations (if not included in site p[gkj) ❑ Landscape Plan(if not wjiclued tn_5i!q-p yn) la Lighting Plan (see "Guidelines for Good Exterior Lighting Plans") Floor plans ❑ Building Elevations &other Architectural Review Materials as necessary- see the Architectural Review Committee Checklist. Site Plan Application Requirements Summary 10/21/2013 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 1, 2019 TO: Martin Kosmynka (Zuhoski) PO Box 946 Cutchogue,NY 11935 Please take notice that your application dated July 16, 2019: For permit to: construct 6 sell-storage l�rw flings with aq offi e bLNNldtllgm„at: Location of property: 1„1900 Oregon RoCntch9gue,NY County Tax Map No. 1000—Section 83 Block 3 Lot 553 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXllll..Section 280-12tlac pTqpAz et i tLs r_ a res site plan approval from the Southold Town Planning3oa,rd. You may now aplIy o this agency directly. Authorize"dSrgnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board BARGAIN AND SALEDEEDWITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE,made the 3'a day of April, TWO TYIOUSAND THIRTEEN,between ALEX ZUHOSKI AND SHIRLEY ZUROSKI,HIS WIFE,Residing at 11900 Oregon Road,RR#2, Cutchogue,New York 11935 party of the first part,and NANCY SACKS, residing at New Suffolk Avenue,Mattituck,New York 11952 DENISE TRIFJLET T1,residing at 239 Herricks Lane,Riverhead,New York 11901 MARIA GAYDOSIK, residing at 2105 East Mill Road,Maltituck,New York 11952 ALEXANDER I.ZUNOSIQ,residing at 22 Mystic Court,Riverhead,New York 11901 As Tenants in Common, parties of the second part, WITNESSETH,that the party of the first part,in consideration of TEN dollars,lawful money of the United States,paid by the partyof the second part,does.hercby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, SUBJECT TO A LIFE ESTATE IN THE GRANTORS,ALEX ZUHOSKI AND SHIRLEY ZUHOSKI, IHS WIFE,Residing at 11900 Oregon Road,RR#2,Cutchogue,.New York 11935 ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the ATTACHED HERETO SEE SCHEDULE uA's" BEING AND INTENDED TO BE the the same premises conveyed to the Grantors herein by deed dated November 29,1951,and recorded in the Suffolk County Clerk's Office on November 30,1951 in Liber• 3295 page 179 and BEING AND INTENDED TO BE the same premises conveyed to the Grantors herein by deed dated October 11,1976,and recorded In theSuffolk County Clerk's Office on October 21,1976,in Liber 8126 page 143. Reserving,however,to the Grantors herein,a Life Estate In the subject premises for the remainder of their natural life. TOGETHER with all right,title and interest,if any,of the parry of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVEAND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN►VITNESS WHEREOF,the party ofthe first part has duly executed this deed the day and year first above written. IN PRESENCE OF. ► �EX�7i�- SHTRLE�ZOI NYSBA PRACTICE PO"IS 10199 RE067_16 _I, SCHEDULE A DESCRIPTION ALL that tract or parcel of land situated at Cutchogue, Southold Town, Suffolk County, New.York,bounded and described as follows: BEGINNING at a point on the southerly line of the North Road adjoining land now or formerly of Frank McBride; THENCE RUNNING along said land of McBride the following.courses and distances, South 46 degrees 3 minutes East, 824.54 feet; Norih 68 Degrees 20 minutes East, 354"84 feet to land now or formerly of Chauncey Glover; THENCE RUNNING along said Glover's land 'North 46 degrees 24 minutes 50 seconds West 473,19 feet; and North 48 degrees •29 minutes 20 seconds West, 342.69 feet to said North Road,; THENCE elong said, North Road South 71 degrees 9 minutes 10 seconds West, 239.37 feet;and South 69 degrees 16 minutes 30 seconds West 103.44 feet to said land of McBride, at the point or place of BEGINNING containing according to survey 5.961 acres. TOGETHER with all the right•, title and Interest of the.partles of the first part of, in and to that portion of the North Road adjacent to said premises to the center line thereof. EXCEPTING so much of the above described premises as was previously conveyed and now known as-tax lot 005.002. A Ot> ALL that certain plot„ piece or parcel of land situate, lying and being at Cutchogue,Town of Southold, County of Suffolk and state of New York, more particularly bounded and described as follows: BEGINNING at a monument on the southeasterly side of Oregon Road where same is -intersected by the division line between land now or fonnedy of Alex and Shirley Zuh ski to the southwest and the premises herein described; RUNNING THENCE North 71 degrees 09 minutes 10 seconds East, ,along the southeasterly side of Oregon Road, 10.00 feet to a point-and land -. now or formerly of Leander B.Glover; THENCE South 47 degrees 01 minutes 00 seconds East, along the last mentioned land 337.86 feet to land now or formerly of Alex,and Shirley Zuhoski; THENCE North 48 degrees 29 minutes 20 seconds West, along the last mentioned land 342.69 feet to the monument on the southeasterly side of Oregon Road at the point or place of WOA BEGINNING. Uw BEING AND INTENDED TO BE a portion of the same premises conveyed to the party of AIX first part by deed dated June 28, 1969, recorded July 2, 1969 in Liber 65"78 of Deeds page �A-O 147, it being the intentlon of this instrument to convey to the party of the second part the triangular strip of. land herein described lying directly northeast of and adjacent to the northeasterly line of lands of the party of the second part. EXCEPTING so much of the above described premises as was previously conveyed and now known as tax lot 005.002. Acknowledgment by a Pcrson Within New York State(RPL§309-a) STATE OF NEW YORK } ) ss.: COUNTY OF SUFFOLK ) 'i On the V day of April in the year 2013 before me,the undersigned„pw„�rsur ally appeared ALEX ,L personally na Z't1TIOSI�I and SIUTItLT'Y ZU730ICI p known to e or Proved tura me on the basis ofsatisfactory evidence to he the individuals whose names are subsitidbcd to the within instmmen't and acknowledged to me that they executed tore same their capacifles,j and that by their signatures on the instrurnent,the individuals„or the person upon lachnJfof which the individuals acted,,executed the instrument. tt &L- PAULA MASCIA4"""—' (signature and office of individual taking acknowledgment) Notary Public,Sla1a of Ne.wvYork No,01MAW30507' oualillad In Suffolk C��u 'ahem Expires July 18,. , BARGAIN and SALE DEED With Covenant Against Grantor's Acts (,E NO. , . DISTRICT :1000 Alex Zuhoski and SECTION :083.00 Shirley Zuhosld BLOCK :03.00 As to a Life Estate LOT :005.003 to COUNTY OR TOWN:Suffolk,Southold Town RETURN BY MAIL TO: Nancy Sacks,Denise Trifiletti, Maria Gaydosik and Alexander I.Zuhoski As Tenants in Common _. Allen M.Smith,Esq. 737 Roanoke Avenue Riverhead,New York 11901 RESERVE THIS SPACE FOR USE OF RECORDING OFFICE REG67.16 NYSHA PRACTICE FORMS 10199 .2- FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34619 Date: 10/22/10 THIS CERTIFIES that the building GARAGE CONVERSION Location of Property: 11940 OREGON RD C'UTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 83 Block 3 Lot 5.3 Subdivision Filed Map No. Lot No conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 21, 2010 pursuant to which Building Permit No_ 35881-Z dated SEP ER 21, 2010. 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 ALTER GARAGE TO LIVING SPACE IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ALEX ZUH'OSXI -.. �OWNER,.... of the aforesaid building. SUFPCffjK COUNTY DEPART24ENTOF HEALTH APPROVAL N/A ELECrRICAL TI _ 35881. 10/01/10 I N/A to ori d. Sign ure 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-34621 Date: 10/22/10 TRIS CS[tTIFISS that the building SCREENED ROOM ADDITIONw. Location of Property: 11900 OREGON RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) Cmmty Tax Map No. 473889 Section 83 Block 3 Lot S.3 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this Office dated SEPTEMBER 21, 2010 pursuant to which Building Permit No. 35883-Z dated SEPTEMBER 21., 20.1.0 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 RAISED PATIO WITH SCREEN ROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ALEX ZUHOSXI (OWNER) of the aforesaid building. suFFOLK cOOMTF DEPARTmmT OF HEALTH APPROVAL N/A mJICTRICAL CERTIFICATE NO. N/A PLXICBM CERTIFICATION DATED N/A thor" e c S nature ^n Rev. 1/81 FORM NO. 4 L TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall U Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-18195 Date JULY 18 1989 THIS CERTIFIES that the building ACCESSORY Location of Property 11900 OREGON ROAD CUTCBOGUE NEW YORK House No. Street Hamlet County Tax Map No. 1000 Section 83 Block 3 Lot 5.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 29't 1985 pursuant to which Building Permit No. 14208-Z dated AUGUST 19 . 1985 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 INGROUND SWIMMING POOL & FENCE AS APPLIED FOR The certificate is issued to ALEX ZUROSKI, d . (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMM OF HEALTH APPROVAL NLA UNDERWRITERS CERTIFICATE NO. N 708886 - SEPTEMBER 16 1985 PLUMBERS CERTIFICATION DATED N A Building Uspector Rev. 1/81 room xa TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N° 14941 Z Date ...... . .....fit........................... 19.g Permission is hereby gronted to. ..... .... . ,. ................. ...».. ....... .. Z?a.<7......... to ..,...... .....,». .. . A'O' ...... 3 , . ., . .. ..... , " . .............Z-0..... .......X.-; .. at premises located at .. - .. ..... . . . .... ......... ........ ....... +, ; ., .................. ...... ............— ................ ........ ....,......,»» .. .«... .....y.. .. . » ...»,.., ...,... .................................................... ,. .. . . .... •�0--• °;...4.. .., •... County Tax MapNo. 1000Section ...OART... .. Block ...Q....,K.... .. Lot No. . pursuant to application dated ............ .......... ......q.................. .. 14 ., and approved by the Building Inspector. FeeS••f .... 1 .. .................................. .... "" 48 ilding.Inspector Rev. 6/30/80 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 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 inchidi rg 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 proposed action wll be evahlated as to its significant beneficial and adverse effects upon the coastal -ara(Mlic h includes all of Southold Tgwn 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 ex lained in detail listin2 both supporting and non- su )ortNng facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be.undertaken. 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# 1000 03 - 005.3 PROJECT NAME Oregon Warehouse Storage The Application has been submitted to(check appropriate response): Town Board ElPlanning Board❑ I Building Dept. pox V Board of TrusteesEl 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital Li construction, planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: ISI Nature and extent of action: C..onstruction ofmm6mmwarehouse storage buildings without potable water or sanitary facilities. Solar panels to be installed as part of Phase . Location of action: 11900 Oregon Road, Cutchogue, NY 11935 Site acreage: 5.651 Present land use: Residential 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: Martin Kosmynka (b) Mailing address:_ PO....Box...946,, C,utchogue, 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? Yes 1:1 No[x-1 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. E]Yes No 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 El Yes No x Not Applicable ......... .........----.......... ... ... Attach additional 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 F Y Not Applicable Attach additional sheets if necessary .. �ssary 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 YesE]ml No Fx] 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 E Yes No E 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 [:] No O 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 NoFx I Not Applicable . .......... ........... ............... .......... -—-------- Attach additional sheetsif 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. El Yes F No E 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. 1:1 Yes F-1 No E Not Applicable Attach additional sheets if necessary 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 M—Policies; Pages 47 through 56 for evaluation criteria. Yes [:] NoFxj Not Applicable ... ....... .... ........... Attach additional 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 M—Policies; Pages 57 through 62 for evaluation criteria. Yes No E Not Applicable ...... ---- Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section M—Policies; Pages 62 through 65 for evaluation criteria. El Yes 1:1 No E Not Applicable .......... ...........__",........... ....... Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section M—Policies; Pages 65 through 68 for evaluation criteria. Yes [:1 No Not Applicable ........ ..... ............ ...................... . ........... ........... PREPARED BYMarjj j� n _Osm k TITLE AppjiQB DATE Amendedon 811105 Full Environmental Assessment Form Part I -Project and Setting Instructions for Completing Part I Part 1 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 Y- ,he subject to further verification. Complete Part 1 based on infonr --^—li or investigation would be needed to fully respond to any item,please answer as thoro hether missing information does not exist, or is not reasonably available to or studies which would be necessary to update or fully develop that infr Applicants/sponsors must com nost items contain an initial question that must be answered either"Yes' implete the sub-questions that follow. If the answer to the initial question i ;project sponsor to identify and attach any additional information. Secti, or to verify that the infonnation contained in Part 1 is accurate and complel A.Project and Sponsor Int Name of Action or Project: Project Location(describe. 11900 Oregon Roar Brief Description of Prop_ The construction of 6 dry warehouse storage aunua,.y_ cisting dwelling to remain. Name of Applicant/Sponsor: Telephone: 631-384-9979 Martin Kosmynka E-Mail: sales@unit2go.com Address: PO Box 946 City/PO, ._, .. State:. ww.............. _�.. Zip Code: Cutchogue.. ... ...... .... _...�_ NY _. 11934 Project Contact(if not saine as sponsor;give name and title/role): Telephone: E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: 631-902-8050 E-Mail: Address: 11900 Oregon Road City/PO: State: Zip Code: Cutchogue NY 11935 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 Council,Town Board, ❑Yeses No or Village Board of Trustees b.City,Town or Village ❑Yes ii?No Town of Southold Planning Dept. Planning Board or Cormnission a royal c.City Council,Town or ❑Yes 30 No Village Zoning Board of Appeals w d.Other local agencies ❑Yes)O No e.County agencies R Yes❑No SCDHS approval water supply and sanitary for existing house f.Regional agencies ❑Yes'A No g.State agencies ❑Yes§I No h.Federal agencies ❑Yes 49 No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes§l No If Yes, U. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes❑No iii. Is the project site within a Coastal Erosion Hazard Area? ❑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§d 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 1 C.2.Adopted land use plans. a.Do ... any municipally-adopted (city, village or county)comprehensive land use plans)include the site Yes EA No where the proposed action would be located? If Yes,does the comprehcnsive plan include specific reconnnendations 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 ❑Yes I&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, ❑Yes No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality withan adopted zoning law or ordinance. ❑Y p p p 'y p g esC4No If Yes,what is the zoning classification(s)including any applicable overlay district? b. Is the use permitted or allowed by a spetiall.. or conditional use permit? 11 Yes R No c.Is a zoning ..........�. � char gere quested aspart of the proposed action? ❑Yes R No If Yes, L What is the proposed new zoning for the site? CA.Existing community services. ..... project Metttkuclt-Cut uPe 11F _...... a.In what school district is the ro'ect site located? � Sj"J b.What police or other public protection forces serve the project site? Southold Police Dept. mmm ._.... _ . C.Whichfireprotection and emergent medical services serve the �.......... .............. y e project site? Cutchogue Fre District ....... ........ ._... d.What parks serve the project site? tuck Park, Bailie Beach District Park ._Goldsmiths Inlet Park :a:ti.._ ........eeeeeeeeeeeee................_.. ___ ......_ D.Project Details D.1.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? 5.65 acres b.Total acreage to be physically disturbed? 4.20 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 5.65 acres C.Is the proposed action an expansion of an existing project or use? ❑Yes Da No i.If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, squarefeet)? % Units:..................., ....... �.................................—-----m d.Is the proposed ion a subdivision or does it include a subdivision? ❑Ye p p act' subdivision? s F4 No If Yes, L Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii. Is a cluster/c..... onservation layout proposedd ❑ ? Yes❑No iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum ............ ... Maximum e.Will proposed action be constructed in multiple phases? X Yes❑No L If No,anticipated period of construction: _..._ months ii. If Yes: • Total number of phases anticipated 3 • Anticipated commencement date of phase 1 (including demolition) March month 2020 year • Anticipated completion date of final phase March month 2022year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may g p Two buildin t.... be built per phase. Each phase will take . o determine timet or duration o tore lases: approximately 6.txaa nths t mmplete m.,,_.. Page 3 of 13 f.Does the project include new residential uses? ❑Yes�§No If Yes,show numbers of units proposed. One Family Two Famil Three Family I !oi llee.Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? 19 Yes❑No If Yes, i.Total number of structures 6 ii. Dimensions('m feet of largest proposed structure: 25' height; 60' width; and 200' length iii. Approximate extent of building space to be heated or cooled: 0square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes g No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, L 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 water,identify the type of impounded/contained liquids and their source. - .............................................................................. N. ...... Approximate size of the proposed impoundment. Volume: m m, million gallons;surface area: acres 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.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑Yes 9 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? . m. 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? 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 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 time? _ acres vii.What would be the maximum depth of excavation or dredging?. -..mm.... feet viii.Will the excavation require blasting? ❑Yes❑No ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑Yes M No into any existing wetland,waterbody,shoreline,beach or adjacent area? 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 waterbody or wetland,e.g.excavation,fill,placement of structures,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 bottom sediments.? Yes❑No If Yes,describe: iv. Will proposed action cause or result in the destruction on or removal of aquatic vegetation? 11 Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: ..........................w........_..__ • 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.....•lantremoval: --........................................................................_________.......................... .__ PP P —r...................................,_ • 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 M No If Yes: L Total anticipated water usage/demand per day: gallons/day ii.Will the proposed action obtain water from an existing public water supply? ❑Yes❑No If Yes: • Name of district or service area: • Does the existing public water supply have .mmmm. capacity hto 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? ❑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 the district: iv.Is a new water supply district or service area proposed o bformed � pp y p posed t e formed to serve the project site? 11 Yes❑No If,Yes: • Applicant/sponsor for new district: m............................................................................. ....................................wm........... —. • ppp _._._....................... 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 (p ...— will be from wells(public or private),maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? 9 Yes❑No If Yes: L Total anticipated liquid waste generation per day: 347.82 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): Sanitary wastewater. ......�...m, iii.Will the proposed action use an existing Yes El p p y g 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 ty to serve the project? 1:1 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 n No If Yes: • Describe extensions or capacity expansions proposed to serve this project: �......... iv.Will a new wastewater(sewage)treatment district be fo ,....... N need to serve the project site? ❑Yes a4 No If Yes: • Applicant/sponsor for new district: • 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): Sanitary/wastewater to be treated on,,-site systems and dischrc ed.,t.o round +dater plans or designs to capture,recycle or r �I vi. Describe an -� ... Y P g P Y reuse liquid waste:�o�i_� in�l��rwduaN €��tac��rs�eI�vui61 r;ag�ture NjI,JId,.,. �Na .e... ...,........... ..... ...................... _. e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point Do 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 impervious surface will the project create in relation to total size of project parcel? 183,266 Square feet or acres(impervious surface) 246,159 Square feet or acres(parcel size) ii. Describe types of new point sources. iii.Where will the stornwater runoff be directedi.e.on-site (� stonnwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? On-site structures. .... • If to surface waters identify receiving water bodies t or wetlands: • Will stormwater runoff flow to adjacent properties? ❑Yes m No iv.Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes 0 No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes[A 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) it Stationarysources during construction(e.g.,power generation,structural heating,batch _. g plant,crushers) . iii. Stationary sources during operations(e.g.,process emissions, - large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes yI 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: • N"¢rttsles`(short tons)of Carbon Dioxide(CO,) + Tons/year(short tons)of Nitrous Oxide(N20) • _ Tons/year(short tons)of Perfluorocarbons(PFCs) • Terns/year(short tons)of Sulfur Hexafluoride(SF6) « l ons/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, ❑Yes 0 No landfills,composting facilities)? If Yes: L Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): L Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes p No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): � ..... ww................ j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes W No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of semi p j -trailer truck trips/day: iii. Parking spaces: Existing m„ Proposed Net increase/decrease .. . I ❑Yes1:1 N V.Does the proposed action include any shared use parking. 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? ❑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 cormnercial or industrial projects only)generate new or additional demand Ki Yes❑No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: $500.00 ii.Anticipated pp i electricity for the project(e on-site combustion,on-site renewable,via grid/local u sources/su hers of electric g, tiliry,or other): Loea4 unlit cltltp1-Ig P t 1 2. 00 �J. .r. 1l _tree l udi. . .� .� p .l a ..?. �. 1 a.� . . .l ri. _.1 .... iii.Will the proposed action require a new,or an upgrade to,an existing substation? ❑Yes R No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7:00 am-7:00 pm 0 Monday-Friday:24 Hours • Saturday: Saturday: 24 Hours • Sunday: „ m. • Sunday: 24 Hours 0 Holidays: y Holidays: 24 Hour., Page 7 of 13 iii. Generally describe proposed storage facilities: _ ............._.................___­­ s.Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes 0 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,storage,or disposal of hazardous ❑Yes M No 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 involvinghazardous wastes o _ r constituents: iii.Specify amount to be p 'fy 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. ❑No If Yes:provide name and location of facility: If No:describe proposed management of an hazardous wastes which will not be sent to a......_....r y hazardous waste facility: E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site m.,,,................. �..�... .�........ m..� w..., a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial M Commercial R Residential(suburban) ❑ Rural(non-farm) ❑ Forest M Agriculture ❑ Aquatic ❑ Other(specify): H. If mix of uses,generally describe: b.Land uses and covertypes on the project j ct site. --mm- - Land use or Current Acreage After Change Covertype Acreage Project Coin letion Acres+/-) • Roads,buildings,and other paved or impervious surfaces .14 4.20 +3.86 • Forested 0 0 Meadows grasslands or brushlands ~(non- - ........ (non- , g abandoned agricultural) 0 0 0 agrtcultural includin aband���,_..,._... _,,...... .......... _ .._ • Agricultural (' 0 0 includes active orchards,field,greenhouse etc.) m._ 0.........................................eeeeeee.. ., • Surface water features (lakes,ponds,streams,rivers,etc.) 0 0 0 Wetlands(freshwater or tidal • .. ........- ................. �...-..............................................__........... _�a ) 0 0 0 bare Non-vegetated rock,earth or fill _-- � g ( ..) 0 0 0 • Other Describe:Landscap„pgfV"egetatio 5.51 1.45 -4.06 Page 9 of 13 c.Is the project site presently used by members of the community forpublic recreation? ❑Yes M No i.If Yes:explain: d.Are there any facilities serving children,the elderly, people with disabilities(e.g.,schools,hospitals,licensed ❑Yes M No day care centers,or group homes)within 1500 feet of the project site? If Yes, L Identify Facilities: e.Does the project site contain an existing dam? ❑YesM ... ..... No If Yes: L Dimensions of the dam and impoundment: • Dam height: _ ------ ........ feet • Dam length: . feet 0 Surface area: acres 0 Volume impounded: __ gallons OR acre-feet ii. Dam's existing hazard classification: W. Provide date and summarize results o..........._..,..... f last inspection: f................... ... .. ........... .......... .... . ....,..... Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes m 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: ii. Describe the location of the project site relative to the boundaries..of of the solid waste management facility: UL Describe an development co . - �.... "' y p 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 ❑Yes 10 No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: L 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 an m ❑j y Yes KI 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)' _ �a ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): m, ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: iii. 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. umber(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'".. _.. pr Ye p j � to an institutional control limiting property uses? Yes❑No • If yes,DEC site ID number: �. w • 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: „ 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. � — ElYes 04 No If Yes,what proportion of the site is comprised of bedrock outcroppings? - c.Predominant soil PIA Plymouth loamy,sand 3.2%,resent on slope site: _ y 33 0 0 o 3-8%%slopess type(s)O p p 1 f Iver) 0 .� O Y Wo HaB Haven loam 3.6%, 2-6%slo slopes slopes PIC-Plymouth-Loamy-Sanderlr .... 10.0 % 8-15%slopes P HaA Haven loam 2 ° Q.:.2%.51,QRp s d.What is the average depth to the water table on the project g p p sect site? Average: 61 feet e.Drainage status of project site soils: N ��������Well �� ���� -� _ � � ' g p j Well Drained: 100%of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site £ proximate pro11 ortion of proposed action site with slopes: I 0 r top p p p p -10%: 100%of site ❑ 10-15%: %of site ❑ 15%or greater: -.......%of site g.Are there any unique geologic features on the project site? ❑Yes 131 No If Yes,describe: ......, ........— h.Surface water features. i.Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes a4 No 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 an of the above water bodies listed in the most recent y compilation of NYS water quality-impaired 1-1 Yes❑No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: m,,.. .. ...., �. . . .. . ❑.... i.Is the project site in a designated Floodway. Yes[&No j.Is the project site in the 100 year Floodplain?? ❑Yes 1%No _� .......m ... ... ......._.. � ,,,....... ❑ .. k.Is the project site in the 500 year Floodplain9 Yes[A No... 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source E aquifer? ❑Yes❑No If Yes: q Suffolk Soe Source Aquifer i.Name of aquifer: Nassau Su l _ _ ____------------------------------------- Page _________ __________Page 11 of 13 ....................... in. Identify the predominant wildlife species that occupy or use the project site: Wild Birds mm, Squirrel n.Does the project site contain a designated significant natural community? ❑Yes B1 No If Yes: i.Describe the habitat/community(composition,function,and basis for designation): ta. Sourcesdescription ........... ... ... ._._ ......... ...- ( )of descnption or evaluation: W. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres .. ... o.Does project site contain any �._._species of plant or animall thatt n is listed by the federal government or NYS as 11Yes X 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 IN No special concern? q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes IN No If yes,give a brief description of how the proposed action may affect that use: µ m„ E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it located in a designated pursuant to ❑Yes P N agricultural district certified p gr, o Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soilspresent? � ❑Yes 4E No i.If Yes:acreage(s)on project site? H. Source(s)of soil rating(s): m„_ c. Does the project site contain all or part of,or is it substantially c ontiguous to,a registered National ❑Yes IN No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑ Biological Community ❑ Geological Feature ii.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: � _ Area EA Map#3 i. CEA name: Special Groundwater Protection Ar C � ..... _ ii. Basis for designation: kms[ l ..L ()undwater iii. Designating agency and date: Long Island Re POnal Planning,03-19-93 Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district 11 ❑)�I Yes ) m---- O 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 whic.. ................. � �� p _.......h listing is based: £Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes s IN No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? site?Have additional archaeological or resources been identified on the project g. .g ........ oical or historic site (s) �No If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within 5 miles of any officially designated and publicly accessible federal,state,or local ❑Yes§d No scenic or aesthetic resource? If Yes: L Identify resource:., ii.Nature of,or basis for,desi nation e.g.,established hi wa o overlook,state or local state historic trail or scenic byway, g ( gh y veil park, , etc.): Distance between project ...,re iii.Diect and resource: miles. r. Is the project site located within a designated ated river comdor under the Wild,Scenic and Recreational Rivers ❑Yes . p j gn M No Program 6 NYCRR 666? If Yes: i.Identify the name of the river and its designation: n. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes 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. Jf'" l�l�crartlapoatorName �� �� Applicant/Sponsor •✓��� Date d v r'G? Signatamre �.. ... Titlea `........ ................ ... ........n ...............,.,._.n........... Page 13 of 13 OFFICE LOCATION: yap-" „ LING DRESS:. Town Hall Annex �� � 0 P.O. Box 1179 54375 State Route 25 Southold,Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov COUNTi PLANNING BOARD OFFICE TOWN OF SOUTOLD MEMORANDUM To: Accounting From: Planning Department Date: September 25, 2019 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. Oregon Storage Warehouses 83.-3 119.30 9/24/20 ..�....... -5.3 $119. 19 ALP Att. 1442 V +ew SUFFOLK COUNTY UNIT 2 GO LLC. ' NATIONAL PANIC N:5MC47 fpd 50 COMMERCE DRIVE a ra w ”.vcnb.L CUTCHOGUE, 11935-0900 50-546-214 73 PH.(631)734-2177 Q 7 WWW.UNIT2GO.COM W c 0 PAY TO THE o ORDER OF so �?L6 COLLARS MEMO /✓1f / ........ ------ ...._ .. .._ _ J / , /� A07 FIONZCD51GNA7URE u 00 L44 2n,M i:0 2 1405464 : 6Z 003 266 611' OFFICE LOCATION: MAILING ADDRESS: Q�,1 P.O. Box 1179 Town Hall Annexe � , 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY vv w.southoldtownny.gov �UNTI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: August 2, 2019 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.... g .............� Oregon Storage Warehouses 83.-3-5.3 8/1/2019 $9,960.00 ALP Aft. . . 1427 SUFFOLK COUNW UNIT 2 DC, LLC. NATI"AL GAN i 0 COMMERCE DRIVE UTOHOGUE,NY 11935-0900 50-546-'214 PH.(6311734-2177 UN 2GO.00M Ile PAY TO THE m ORDER OF �� m I,I.ARS � N 8 MEMO "Z �AVTHOMZEDIUBE 11,0011, 2WI 1:02140S1, G1,1: 61 003266 Gua