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HomeMy WebLinkAbout1000-122.-3-17.1 (2) A o I-I g I? m�? ASPHALT AREA n � r17 m V + �_ A () � C.1J�7 I o D .C.12.97 a G .� o • 2.1z ,z� x - WATER RIM VALVE /WATER METER f (2.97 ^ 0 0 LTTY POLE RIM 1&73��' RIM.IZB¢ T C•1��3 g w r _ +- APROASPHALNT X35.7 CONC. SIDEWAUC J B.0 jZg2 Sc i- 4 1K ANY ,P t �� � f�4�s z _-► T C•12.54 G +t3"7 5�c� a �7-'�'. F �-Z4$� rs� �--_ n B.C.12.34 � STREET RIM DRAIN �- �' ('UTILITY POLE �3 ��p �_� � 1 -R� 11.36 ASPHALT APRON - F" - 1 WYT 358 #-- -I------- " -�Q-F 1 i TELEPHONE UTILITY POLE / MANHOLE 14-'- I tom_ J +-1212 1241 12� 12.11 11 12.�r ""- -.RE-: ►�1r�3591' j WATER VALVE \ � ��M 1'7� �_. It l �; `1�ffSt I 15 HYDRANT �j � � + - -' T.0 t2.B7 !. -_ �1�28 13.71 14 121,111 12s1 b W DRAIN-" `gyp /, f.T-A� �- UTILITY CONC. SIDEWALK TO� � 4 } DASHED YELLOW DOUBLE SOLID + V RIM�,�¢ B.C.t2-7o POLE:: I SHEARED ROADWAY SIGN 13 UNE YEU OW UNE RIM ORIENTATION EAST ASPHALT APRON c ^� Po� +� I ` WATER VALVE _+- NYi /361 `'�+--_Ljlum 61F DRAIN IBJ$ ___� NYf X382 RIM 12d?$� 12 /" DASHED YELLOW LINE + _\_ �R MT VALVE1 PROPOSED DRAIN LEACHING R/M-tyyq WHITE UNE 13.08 _ >` ww WHA ARROW } Q BASIN TYPE M 2285 SEE -I m 12.5 �\ +1 SHITE ARROW LETTERING DOUBLE SOLID YELLOW UNE DETAIL (RIM EL»=12.30) 0 N + �- ---------- IZ © + 1350 12.99 11+77 _\SOLID YELLOW UNE '� 13.16+ �-'- WHITE ARROW 2 WHITE ARROW 100' + fEX. WHITE UNE + - �. PROP. /� SOLID WHITE UNE F +t2-to wHrrE DOTTED UNE zm 13 SOLID w== ASNDETAILED + � J.Lm X + 4 �n jLgj14- WHA DOTTID uNE - - - - _ _ 100' __ -_ 13 i f`40 1 W SOLID WH * O +. 14.02 14.00 1 _�4 RAN + + - �A WHITE UNE i0 + WHITE ARROW 1.7.,`4 1 -- .._ + - M- __ fL1,;zQ WHITE UNE O'----�� RRO D CLEAN EXISTING BASIN DOUBLE YELLOW UNE EX. DOUBLE YELLOW UNEMA`Y^ .. - --- wAT METER --- 1Z?f N.Y.S. E', ,251 PUBLIC WATER IN AS REQUIRED Inn AREA OF SHOULDER PAVEMENT RE-CONSTRUCTION 7'-0" IN WIDTH AND 7.0' ::::::..:. ::::::: ........ ....... / WARE LINE A RIM FU LL OVERHEAD LE G H TH 11.44� Un EAD OF .� wt SITE I . � 4 -�- . REs -� WA + AND OR AT THE (RECTION OF STATE ENGINEER MR. KEVIN MATTHAEI P.E. EX. WHITE N \ UTILITY __5- ____ - RIM 12.51 + } LINE yf„z`t POLE :: Y; : ::: 4 ......... ... :: .. 'ti... s ASPHALT AREA GAS V .__. p_ . �< ........................................ ........................................... ELEVATIONS ARE TO aLVE --F'IZ`Z 71.9' ••11 --� .•.-•.•............• XTEND PROPOSED CURB AND SIDEWALK T (STING DRIVEWAY CURB, r .........__.%%%:.:.m*..... ...... . ................................................ ..... .............................. ........ ••.• •.•.• ADJUSTING EXISTING CURB TO ACCOMMODATE PROPOSED TYPE I CURB .................... ..............:...:.r.__._.z.�................... ................. ......................................-..T..-___-_. _. . �»..___....._.a._. _11,.. �:'' coNc. . 46 5 00 F ::,:: ......... ::::::: :. :::::::::: •• ...:?�'.'. ......:::::::::'- ::: ELEVATIONS CURB GUTTER MP NP. SEE TYPE 1 CURB RAMP DETAI P. 1 1Zz SLAAB . E POLE #407 .................---- \+iLm PROPOSED ONC. SIDEWALK TYP. + �.::::'::::� :' ,1.. :..• .. ° "ESR 1 6 10.0' 12�96� 1:1...44.-5.6-- Tj-:.: 1 HC RAMP ^' (TYP,) t7t OCATEp PROPOSED CONC. SIDEWALK 'V FOUND :::::..f.1.;�.M..._:'..::'°o° � ��� LE #407 I 30' LE ........ .... +13.59 30' c + °g rovERHSA ? 2QN k I NAIL ��� ...... ... .. ..... _t.7,4 A F C WALK PROPOSED n . WHITES P LIN I N PROP. TYPE a UnUTY POLE wIREs 12B 13 U11L"f POLE STOP SIGN SPEED + VL#'w7 IVORY SILK TREE LILAC - � `�13 GUY RELOCATE E ° , 1 2 HC RAMP i", UL #408 LIMIT DIRECTORY I I I . SEE DETAIL p SYRINGA RETICULATA-sWOR r� + 30 CAST-IN-PLACE CONC. CURB BLDG. SIGN PROP. TYPE (+ w w t SIG POSED m Sitz' (T�s}' PROP. ti TRANSITIONS 1:12 SLOPE 7.8W 9 / CONC. CURB 111 EXISTING SEE CURB DETAIL 609-02 13.06 N t HC RAMP cn - AS DETAILED \ CT D 1 STORY 13.41 o in r STUCCO -A 36' N PLANTING BUFFER 0 z BUILDING �; SEPTIC S M #2A 'I`-- 8' _< + + ° + �� r T.C. 12.5' .D SEE SHOULDER REQ-CONSTRUCTION N N / �-, . V O, • +0. DETAIL FOR PAVEMENT AND BASE ` O SPECIFICATIONS + ��C �� T.G. 11,5• (4) GOLDENRAIN TREE BICYCLE PARKING SIGN (D4-3) T.G. 11 5' (KOELREUTERIA PANICULATA) + °D 0 ® LAW AREA WITH TOP SOIL SITE DATA: � O ".. D o a SEPTIC SYSTEM #1 + +, + o ITEM NUMBERS 610.1602 AND 610.1402 rn BICYCLE PARKING AREA USING , BETWEEN ROAd CURB AND CONC. SIDEWALK. NP. INVERTED U RACK INSTALLED ON CONC. SLAB r1 ` oo !i TOTAL LOT AREA 84,142 SQ. FT. 12 � + �r TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. TOTAL SIDEWALK AREA 1,959 SQ. FT. rn sa r + 2 PROPOSED DRAIN LEACHING TOTAL ROOF AREA 9,697 SQ. FT. -+ z� 17.4' I BASIN TYPE M 2285 SEE TOTAL LANDSCAPED AREA REQ'D 35X 29,450 SQ. FT.) r �0 ::;+I;•. :; T� ( o 'G DETAIL RIM EL=13.20 z 2 ( ) PED AR A PROVIDED 35.4X 29 850 S FT. c� 0 AL LANDSCA E T T Q D o • P D AREA PROVIDED 44.3iL 37 304 S FT. C OTAL LANDSCA E T Q b� 3 _ � r D J' G THE FOLLOWING SITE i AREA INCLUDIN E F r--•' 0 750 -�• OAD ACCESS AND PEDESTRIAN WAYS q • �' ' R z o ::-SEP-n;-S`YS 1EM 2A :-,. ..-,. :`::: ::.. u, o MINIMUM SIDE `YARD PERMITTED 25' z -."'' '". -. '-' .- T.A. 12. AG o, ?r- 1 Z L m + YARD 17.4 P PROVIDED SIDE LES S 1 RMI 5 2. 7� TOTAL SIDE YARD PERMITTED 0 5 MINIMUM z I 14.24 .n O PROVIDED TOTAL SIDE YARD 60.9 A 5 �+.������ N E I ti N HEIGHT PERMITTED 35 ti I • -0' 2 X MAXIMUM BUILDING H T P ca , PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) = 0 v: :.' :::::::: :•;: '':::: :: 2 5 CSN I O. ::- 2 SITUATE MINIMUM FRONT YARD PERMITTED VARIABLE ::.. �7 .•:::::`•::::::: : ;:::=:::`:::"::::::: 5C ® -` ::..: a :..;. cn o::::::::.:::::::::::::::::::::;::::::: :;:.::. PROVIDE FRONT YARD 52.5 OFFICE BUILDING 81 HUDSON BANK m to T Z ::::. m r til RM ED 30.G LOT COVERAGE PE ITT O TYP - O m ao MAT ITUC K OT COVERAGE PROVIDED 15 o . rr n L v D `� h r -i D T :.. � :.;: : ::::::: :=:::: ::::::::::::.::::::::� OWN O F S U h 0 0 THOLD z ..O LI1Y c. r -, �° Po n :� z . I z r rs a I �- " " f �7-- : ., . v :..::.::.::.. ......:..:.. SUFFOLK COUNTY, NEW YORK m I :D Z ::..z •�•:--::•::.::• C �. N :• N -"I ::;::;::::;::::::;;::;::::;::..-..--. : :: :: 5 1 ct NOTES: ::::::::::TTI S.C. TAX No. 1000- 122-03- 17. 1 rn + .• B. ' N . -�, 3 :i< :.....0 :'::::::::::: Vs N TI ::::::':.D N i P E G V 9 DATUM P REFERENCED TO N. .D. 192 ARE 1. ELEVATIONS o . R N -t 0 ............... :-...•..... . . . . . . .. - E P D TYP - TE - L C - A A SCALE 1 20 -1 G U v CORFU E Q R m � 0 D O :• v C 0 VE " IA. R NS RE SHOW THUS: D P ELEVATIONS A N 1� EXISTINGE .... o P -< 2 A O m Z TTI......................... .. . ..25.0'•:::::�'�'• ® 1 R I N G R a ) (TR AFF FF I C E A I RE SHOWN THUS: _ _ G COUNTOUR LINES A EXISTIN 0 20 D JULY r =�=���� ` - L 12 2006 F.FL FIRST FL G.FL GARAGE FLOOR Pm i:::;::::;;::..:..::`.:.:..:=::::;:: N Cr O.::::::::.:::.:.:::. ... DECEMBER BER 22 2006 ADDED SITE LAN I r f P D _ JUNE 27 2007 ADDEDST P ION TAKEN FROM: TOPOGRAPHICAL ZO E IN FORMATSURVEY 2. FLOOD N A AUGUST 7 2 2 007 ADDED I I ..____-/Z SITE PLAN n I ���:=•4.75.:::: 0 s•.. 48 G ft. F - MAP o. 36103C0 1 oR �::::::::;;•: ::•::•:::;•:-::::::: RATE N INSURANCE FLOOD � 4 ;Z 2 2 u"I- 8 • D 1 2 z ' 0 OCTOBER 19 2007 ADDED DRAINAGE 71C ' . D RA NAGE & SEWER * SYS . .,.;,.. . •.•." TEM w -I AVERAGE rn c� S OF 100 YEAR FLOOD WITH A 00 R FLOOD; AREA m S OF 5 YEA ZONE X AREA , I JANUARY 24 2008 REVISED AS PER D CID EV7 E NYSDOT LETTER a iii C7 a:::: + N THAN 8 _ AREAS LESS '�"::��'=:.`-�`�'= �`-'�:::::::.":'�:-:-:=... PTH OF LESS THAN 1 FOOT OR WITH DRAINAGE DEm r FEBRUARY 9 008 R 2 2 REVISED SITE PLAN • o • C: E 0 cn _ �v t PROTECTED BY LEVEES FROM 100 YEAR FLOOD. N -' MILE; AND AREAS APRIL 2 2008 REV( SQUARE ����:: :�:=: :� ::::::`-•:::: : : ;=::�- SED SITE PLAN 1 S -n Q N '�:x'`.:55.0"':':`.'��:���-'':��='��.'""'"`�"��'��'- r*1 o P v ARIL 9� 2008 REVISED SITE PLAN cn FLOODPLAIN. - R DETERMINED TO BE OUTSIDE 500 YEAR L ZONE X: AREAS SEPTEMBER 12, 2008 REVISED SITE PLAN 7s' . Y.C. 12'5' ' JANUARY 23, 2009 REVISED SITE PLAN 00 I NOVEMBER 6, 2008 REVISED SITE PLAN 3. SEPTIC SYSTEM STRUCTURES SHOWN: . . . ­-_1-.__-_..�-.-. ,:,.... � c3 t7, - FEBRUARY 3, 200 REVISED SITE PLAN (�' (_1 0' T. 12.5' DlU1UE 01� PROPOSED EXPANSION POOL y + 2°� PROPO CONC. RB (Typ,) T.G. 1. > O PROPOSE OvER � r -.a � TYP 010 f - N 0 �',® N - ® rn- ® _ EA EMENT AREA = '8411931 sq.ac.ft. SEP 22 2016 c (m PROPOSED LEACHING POOL z Gd N N EN7CID 11 I I T•G. 11.5' O N PROS ALT PA AS T.A. 12.0' T'yp, +.� au!hold Town /Al 2 O'TYF' Planning Board + T.A. 12.0' # C. 12.5' ~o O PROPOSED SEPTIC TANK _ T.C. 12.5'TYP. . i2rN 9 T.C. 12.5' , / +'� �r- PROPOSED CHANGES FOR USE: O PROPOSED 12.5'�' -, # �� -_`� ,� . :::.tv}:::; ENCLOSED r , �I O PARKING CALCULATIONS >- PROPOSED GREASE TRAP DUMPSTER + � � N Z •.�.• 0 +� 'c! / A. BANK BUILDING = 1 PER 100SF �1 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD N 46°45'00" E � -A s FOUND P0� (3,244 SF)/100 = 32.44 OR 33 STALLS REQUIRED OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. / °. v -4 CONIC. MON. B. MULTI-USE BUILDING C� ° 14.64' oo-u SEPTIC SYSTEM 2B / N �, 1. RESTAURANT = 1 PER 100SFOR 1 PER 3 SEATS 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11/ OF LOT AREA u1oo0 # C' r-�' o + o r, P OPOSE[ 6' H H STOCKADE EN E (SHICHEVER IS GREATER) L1 I^N o �'' -+ � is ° Isve ' " ! a. 1,200SF 100 = 12 STALLS REQUIRED 0 ( ) z I NT /�� LT, - �rE S 45 18 50 W �'j,00 b. 16 SEA S/3 = 5.3 OR 6 STALLS LL EXCLUDING ROOF OVERHANGS �N 1 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA -A o ' GRA E 0 + 0 2. RETAIL=1 PER 200SF (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) � o Poe!_D / (n -n0 a. 3,550/200=17.75 OR 18 STALLS REQUIRED O Z 1 , / W v 3. MEDICAL OFFICE = 5 PER PHYSICIAN O 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA \ + � 1 cr �D a. 3x5=15 STALLS REQUIRED. cP s3 E°f 1 _j o N (INCLUDING BUFFER AREA) �° 1 a -0 '�+ 0-0 C. TOTAL = 78 STALLS REQUIRED O 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND - �' � -A t � r�' P( VtA0_ II ro 0 1^ D. 71 STALLS P (INCLUDING 3 LAND BANKED & 4 ADA) REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. + 0 Q z 0 �' z;:2_u (ADDED 5 STALLS ON 8-28-16) N D: oo k �, N 25 0 �' � LEGE �y MAIN 1n �_ f '{ � NOTE: ASPHALT PAVEMENT SHALL BE USED INSTEAD OF STONE FOR TION ROAD Q \'r-11" �� 1s, _ THE REAR PARKING. PROPOSED ELEVATION) A (N.Y.S. c- .- T.C. - TOP OF CURB ( RTE. 25) I 0 _-- 2 ' ct ELEVATION 12.5 EXCEPT AS NOTED ON DRAWING �' + , +� N + m � 0 T.A. - TOP OF ASPHALT (PROPOSED ELEVATION) � 19 / -+ D �+ v , n � a ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING N 51.50 00 �"O -4 Athl14 !� E 225.00' „_��19 ® y 0 2 v i� a Z ADDED 5 PARKING STALLS IN PLACE OF THE LOADING O T.G. - TOP OF DRAINAGE INLET(PROPOSED ELEVATION) _ , 8-28-16 MF'z CIO DOCK RGD k ELEVATION 11.5 �y + o " 19, +` - �"��J__ + �' �� 0 T.W. - TOP OF RETAINING WALL (PROPOSED ELEVATION) Z p �' 1j0n . -, IV As' a � n ot[-.x t `� 7-27-16 MF UPDATED PARKING CALCULATIONS CFD O ELEVATION 12.5' TYP. C7 61 -+ n 9 m � \ b C) - oo w In `� .3;, 2� + , / BANKED � a 7-5-16 MF ADDED CHANGES FOR USE NOTE CFD cn ® A/C CONDENSER UNITS ® , 1 Z G - PROVIDED PARKING STALLS oo 1-14 0n 1_; o 19 ® 0I j 11 PARKIN n 6-23-16 MF UPDATED CURB & CATCH BASIN LAYOUT CFD � IT TEST HOLE DATA ° r # # TA 5-19-16 MF AS PER COMMENTS FROM NYSDOT DATED 5-12-16 RGD (TEST HOLE DUG BY McDONALD GEOSCIENCE ^1 # T.C. 12.5 _ 0 - BANKED PARKING STALLS ON JUNE 8, 2007 A 5 +,% 4-14-16 MF RESUBMISSION TO THE NYSDOT RGD . T EL 12.5 ) T.A. 12.o T.C. 12.5' -, *0 + DATE BY DESCRIPTION APPROV. BY 0 - DRIVE UP WINDOW STACKING PARKING STALLS ®- T.G. 11. T.A. 12.0' v • N T.G. 11. � N� / • ' A MIXED SAND AND LOAM +� ® N TYP. TYP. , O ' NOV51; REVISIONS O -® - TRAFFIC DIRECTION FLOW ARROWS c 3• L" �. ® TOWN O F S O U T H O L D BROWN slLn SAND SM o T.A. 12.0' ROPOSED GRAVEL .PAVEMENT O� ion T.C. 12.5• + CONC. CURB Typ T.A. 12.°' T.A. 12.0'+ 1D SUFFOLK COUNTY NY N T1r_UNDERSI sNED,PURSUANT TO SOUITH03.D TOWN CODE SECTION 5' �� O 280-131(t),ACKNOWLEDGES TI(AT TIIE CONDITIONS OF TIZ,SITE PLAN :tir c _ O APPROVAL SET Fo,iIM IN THE RESOLtMON OF APPPOVAL DATED ; :: r, SLOPE GRADE 70 MATCH /�21 p C 12.5' T.C. 12.5 -'fes j 0 1 `}120 I(o,ARE ACCEPTED(SEE CONDITIONS ON MOLUTIJN). . PALE BROWN nNE SAND SP y E (STINGPROPEGRADE AT PLANTING BUFFE HUDSON CITY SAVINGS BANK PLAZA TY LINE �; / . . O PLEASE PRIA'T NA'1IE�"� ,�.�- t���. - N 48'00'00" E ) O� N } rrr��.r,� i���i ,r irirarir, EL. 3.4' 9.1' 362.DD' � / W '?Q�L 14 2" OAK (D o OF NEW PROPOSED SITE PLAN L AU' SI NA�TtTRE TITLE DAfE MON o.4'W c 14 .28' ' �'��HW G.Qy� APPROVED BY S 48°00'00" 16' OAK ______1' TOWN OF SO9.L?IiOLDPLAIi�NLcc c- 'VGBOAF.D WATER IN PALE BROWN FlNE SAND SP S +� 16" FOUND 72.88' + S 48.0o'00" W * �� * L. K. McLEAN ASSOCIATES, P.C. O c. MON. 'w 75.00 N O "" )O t I.5 0 t(o EDGE OF DIRT ROAD 14" D FouND + r' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 +� +� 13' Locus( + 218. 16 NC. Mow. , 5ss85 c, Designed By: MF/CFD scale: AS NOTED sheet No. HAI1"<aEI 40V S1(;NATU�R�E^M ' ATF 00 +, 1T �` N � NOTE:The appproved s!te development plan sSall be"El for a paled of ethteen(19) . 33 FIDE RIGHT OF WAY \.0 i�F 0- > months from t"se date of oppraral as per cede saect!os 2VJ-132A. (KNOWN AS JOHN'S ROAD) �p'�FESS�D�P�� Drawn By: M F Date: APRIL 2016 1 cn Approved BY: RAS File No. 16029.001 u - __ �' - - . E C 1�lj � V E 0i L7) t-'-q �_ , . , ,,%: !; 0 l� � 1. EP 1 6 2016 : 0 Z, . . , r:-, .� : , � . . 4 C, - : . , 0 �? I-. II'll � : -1 . ­­­­ -- 'r . : z: t 1_) _2 C, A_ '.� - , J LS 3 :p Z' - -) . -..--. _: : 2 .- -----'-' 'I.1*� ____ . : f Fi"" � 9 J - . � ; r, n,,-' I �3_1 - _: : 1 ! 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'�- ,____- PLANTPI,11,'� E� - � \ 1;� , . �w 1��_._ /i � M , - ilt _.Ll'-1 4 i 1 I -------\ , — . '�,-_ ---4,,\. o" - . \I----- , I; i. , I ,/ _\s , I 1 �1�51 , - -_ �=_- --:,�'-4� iii �< "�,, *- � ,<�; I 11�11 r1c _IL I � , ,I -iit-4 I , I, . I .. I*; � - . , ( " . � I-— - -_Z_=�..... 7 1 '�, __­­­­,, .....- -,K- S -- , / \ !I O ­_­­ -11 , "1- I , - ­ 11 .1- -11 .I I -- SLJILE�ril,4i3 , ,,, I,%, I % I I _� .1 I 11 � �, I . I s'SEPTIC C SYSTEM'#2A,�`­' ---_-_/ I ,r- I--, --iAl : �) . � I ,_.- ::" �, -L , -_ ­ - I - 4- , 1, ! , -_,-, " - . � � /z- I _; - ; Tr.4� - \ 'moi- - , : I err-- . ,­ ­>_T.,I . "�,". � I . I I i /< 1Z I - -1 : "" , -----�, .,� I I 1 5'/` t�- / ,,�� I , , I " I . � 1, --r, " .­ & , `V - �� ­� #_ �I -U; ;�___� , - '2. 1 i S' , N I ,� , C : � 11 I ; .Z.-I '1z,'. 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I / I NSIALL 'DiN C.,,_N1 , �, r, f I ,'o,TRAP 1 ,, ' - I-Ii, TOTAL LOT AREA84,142 SO. FT. .- I TRAP I i , III-1- , � *4,� , SCDH5 APPROVED 1 ! I , , ­ , -1 ...-&.----,.., .. , � . C I F- ------- ; I , "'A i I I 1+ - _ "I ,� " . 11 � � , l"'i -,�. ­_1-', -, I , - " ��, , _ � i 42,636 SO. FT. f:� ��/ ,, -] � ,� _�,- __ SEPTI� SYSTEM #1 ­ � " , , '. h" 1 � � i - TOTAL ALT PARKING AREA - __.7" i.­ � \ i -1, � / 1�_1111_1111�z4l'\,_I & / EXCAVATION INSPECTION Rr.Quip,ED 1,959 SO. FT I .. - I -"z U I -1 '. - . � / , TOTAL SIDEWALK AREA I I - Ax I I 14 / �: 1. __ I/ I , Cl- .--- ; I , I I . � 1. , -;�- 1 i , � 4. :-. I I , : , ,� , , - I I I _.. - -1 /" ,'- - TOTAL ROOF AREA -9,697 SO. FT. _� ­:" / i , I X .. --- I 1( \�) � I / � I , __ 7 011 - ---/\ - ­ �� ; '-C:: , ,6) \ -4-�, i - '1�111 �/ AREA REO'D-35% (29,450 SO. FT.) - 4..,. / r " I , I , -_I ' E7 !I I TOTAL LANDSCAPED cr; . i : - \ . - / \ \ I/ " -A . FOR SANITARY SYSTEM FT . 1� . i 1 .-j:- 1:_.... -, \I/ \ `�� ., N___--.��"\\,', I � I j -35.4% (29,850 SO . -_1i . Ij : ie, f �_14 ,_.�,� I TOTAL LANDSCAPED REA PROVIDED— = * %__ I ' '-W0 \_V..__ _1___, ___ : \ - i44.3% (37,304 SQ: FT: 1 i , 1__� . ��/,. f , A,-- , ,�,�--4,-�j �_------, 1,�,, � 1, , I 1>1 NDSCAPED TOTAL LAAREA PROVIDED & �� , - -_ " . f:� I � I -,�kv 1,-, 1� , /111z_-­ , .& �t � i I - - 1: � . /A I N, , " 'r 11. ill\ 17, 1 B -* _D li ', 11 - 7'Ll �­--� \\ I I , = . I I 7\�;,:�!� , E S I � . , , Y HEALTH DEPARTMENT . : \,.� :1 ,_ — _,�� 1-7-1 li 1, AREA INCLUDING THE FOLLOWING SITE -1 I/ I /' L�-,= —..-.--- - ---- i / " �= 0 ,� , 12( 1:1 1."2 � - ----. ___Tt�l , ,�,OLF " I \' ROAD ACCES5 AND PEI O` 7 i�j!i I';­i;i--'- T. �-, ,�. : \ - I -LL- __ , 1�) .�j_ I r i !I- , �___- " Ill I j I , I O�A�_7 � I . I jlil!M� /,--- , . . / T R I __ ____ .: 1� 11 ! , . DESTRIAN WAYS I I , , / I� ,;�_ r� -z�' . : � ; 1i , JIM" .. ,!.i�i ­ . - i z , <_�_. �Ii, l � -1 i, � , - � ­ 1, 10111 I I : .If !� 0", �-, II : —25' . ; ,; / 1 JIM jll -- ...'.1-j"';'!I \ - - -y L-7 E YARD PERMITTED / ; / V, 1 1 1 \ 1 1 4 r7 ­ i i! ! � i L........ -1 I .--- I \ ,;_�' )11� i F_j MINIMUM SID . .1 - - _--L1____._ -_j_ ­ ( I ,\ 'I i F . � / i zi -.---- 1, . ____� F\�7-7 ,,, I 1, 11 %-.1_--a 17.4' : ":/ I . & I I U ��, I j -, i ji _,_ :-- 1 SITUATE PROVIDED SIDE YARD 1 !l : 1i 41r ��,0 'Z.. . ;� / !, �,,` . � 14 : " 1. ! D `r ; I . . ;, /I \ -��'\ _--1 I . MINIMUM TOTAL SIDE YARD PERMITTED 50' � I / . __ - - i 11 Z:� ! I ! i " , ; 1L - . ." ..; t'; / C) I * I �E i __:L_7 - F_71 1 I,/ - - I__ .. - . . ' ' �__0 : . �_ '�:_ i ; r� ,,!� 1 , 1 --60.9' . . I 1 IL\j, ...,.,...,.�.,. ."......,.-...,"' .1. .. ... . H! , . . . i I J,` i ! ,-F ; . - __.._1 ___--1 .....____�_!I ____�,_­ ,-1 1 - - � . - ---. " __.:---� ,- I I . -1,.,.,. r., zff5i -,, �� .. . ... Ei — PROVIDED TOTAL SIDE YARD-- ". . I � - . I l 1 -1- 11 -1 .1".1 I .==I I - I i MATTITUCK PERMITTED —35' _11�1 I-- I. -I... I I- ..-.1.1�1.1.1.1.. .. . .. - l 4 T.�, i i I I i i -11 5" i i I--,' ," \_ .- ___� I MAXIMUM BUILDING HEIGHT i I .. . .. .. ­. , i __ , / T.�'. -;1.I " �� _;,7_;;r� _ ,-- 1!"-- ___ -_ , �. � � I i 1 . I I 1. I -P . I � I ; �� . . - 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) I ! ­­ ­ �� 1 E_- I___.._________LI__­L_�, _*_F_ , ­­­ : " . -, "P. I -_ - __L_i�_�_-__ ,� 1 / 1, i I -4 1 r-R4 i 11 I . ..,. ,,,...� � �� - -,,-- " . I -1--_ , - -_- :! I I /' 1 -,� 1�111_�, PROVIDED BUILDING HEIGHT VARIABLE �__ '-' I LZ "''."'-'."I"I",111-111.'."'.'-",'.'...",-,-,' ' 1 1 ,1, 1_� i MINIMUM FRONT YARD PERMITTED— t_:; 11, t I -11 .11 - 11 .'' .. i __�_­­ / \ ...<0 , . .-, , �- ,�/*/� ,", 1�, 1. I I.1l 1 , . 70--I I .. '! \ " I , I I I , PROVIDE FRONT YARD -1 - , ! 1, :'...�-TWO , ILDING,-,-.` I / --- j\11 I-, . ; , � i I BUILDING) 81' (HUDSON BANK) I'll I I 11 O�tilbt."bu 1 ; I . / I I" . I . I � j,; 1 ii� 52.5' (OFFICE .- I.- -,5TORY.- . ....- ( . ,J , _ Z3 ,. , 1--1. � I �, ; - - � COVERAGE PERMITTEDLOTTOWN OF ,,, " ! .0,I . ... . : I -1,_____ .1 -_ . � - ii , . 1. ..... .;.'. ' *GFA-*,' . . I -�� � I , z , f - � I % ' 'z - . .. .�--,9,500,'SF'- ... ., . . I __� � I , 1,! -LTf!'TY 3OX 1, - �t .�ql__ .....:� � - , 1-7 -, i., ,�.--� I -,,,, ==_� \ - , � I �­ �l i---1 -,/ -.1 I i 114 : ­,,� ZZ-11 1,,*,.`l, If P6CF 15.8% : . 'I." � - __ �1_1 I4, tt-1 . W YORK � r__ ,.,.,.'1,�'1 : ,-- -,- i -ro 1_.� I �j K) __� 1_:) _4 ��il� ; I I., - LOT GE PROVIDED ! I : . , SUFFOLK COUNTY, NE i -'.10'-'.'.*.*.'�*�,L,�-',tLL�VAtib���'�i��.,�", ,, , ,, '' __��____, - .101, ��. .. ... .. - �) � ___ - 171- I" . . z i .11.1'.....1.�.1.1y- � �Ii- --._I 11 �, - -Ill I \ . i - �___:5: I Z�� . ­ I I f-- C 41 >:� 1; ____ .. J,- � 1. :j .I I.. ... �. . . . !�! 1 -�4---­�, -1 : . .. ... .. ..1 ."._: . I�­1 . I I .. .- -1 i �,,----��­-., �71 z ,li-- " . . I 11 �I 0- 122-03- 17. 1 - ........ ,:fi � , ­ ­ " _ ---'--. "". .�, , __ i 11 "') 0 I \1 . . L.-.. _.. ............ I! . _­ ­ . .. ... .� *11 - S.C. TAX No. 1 00 l�-�.' '.'-'-'.'�'.-.',','(NO,�$'�$KYKNT)' .,.,.,�'...1 -1 " I _�_ "____� 0 - f I I'll ' ' . , - ­. ­ _ . ,I !i F_� >1 - . ­ - . ic ­­` --! / I . 11 , 0 I _ . _7 ?132 i � I : �,�Z / . )i . I El I. ... .�.- �',..,,..� , .. . I I .- "i � '- _. r I -< 1.4 f I I � I go I r� .I I�- . I..I.. . I� I I I -...,..j ­77; 1._`L��_ I t "/ : , , 1'�� - ( -C . - . .'....""...., — ' _1 Cj'­­­ I - __....To____j - � - , , \ . I142 SF .. .,.I,.,.,.,I"....I.I,I�. I I I .�4, I , - -Z . 7) / - I')I l_ (1.931 AC) - - � 1. . I � , _�Fo S SCDHS PERMIT: C10-08-005 .. - . _..... > , )" �i 1_�I I `1 __ .. _. 11�1 �__" / j I ,i �. .'. .':.'... . '1;' .. ....1 .�1 .-1.­ , " ,- . ----f ; r , 1�C ... ., - �2' I ,I -)R�%.!N, PR�7, . , I1. . �I....�. - I 11 +� / I < T� 1 /I p-, I " PREViOU4 I -�..... .... ... ....,......,.,�.,.. ..,., , : ._;� __­ C - / I-(_1�1___," N .r ,�_­_. 7-1\ ''' ' ! \." .. '--LL- _\­ _j .....40 .__ __* - *---� cc_RUGA,, . ... ... .I " I l I _l`- I 1 � ---. "" ;i--- . - - I I " I " -,,I �- -1 If \ <NOTES: L_-.-. -._-.-.-_,._-_._-1-.�-1-..%% ....."I .. , . ,.. / 01 ... ... .. 1. .%V� ... ..... . I . i I , I ! -, (0 (_:� : / \ _____-�,—I . ;. .. . .. �- / I ,I In , I I l"M , I.....­-� . . ... .. li I a I 1C .�� , , z �--A.---z`---;V—_..1j \� / �; j .'- ...... ...... I%-.1-1-11-I I I. ......_­­_ , 11 - , co M I �.,. ..­-­ I­­''. .. I 1 , .. ... .. ... .. .. ..I.- . /I 1 - - 1 / � :...I_ A -in Ar. .\ I . - I : _ n.: - ;1"� 'SF-�RETAIL-.(DRY.%'.- -1 l� \ 1 1: i\) -, L----ARE SHOWN THUS: 2m � ...., I r ­�7 r. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATU I I ! \,- / / - > - ." �_,-- .OvflEXISTING ELEVATIONS , I 1 \ , ­­-3,550 .11 .. . .. . .. i : 1: -Tr_ ! . -.1 , --__4..I I II , .641.II - �- p �. 4 . - - . ., .. ... ... . -AST: 1 I i\ t, I F C-n ;>" (.,) I / ___ ! IARE SHOWN THUS: — —20 — . -- i . "I"I. . ... . Rt�. � !II il , - > 52 &�:.EXISTING COUNTOUR LINES . i ' �__j -, .....ST .'THE, FLOiM'.'.1 , i _ , > 2 3 &I ; ; ' - w_ ,�, ,\ . O . , . j , E ( r. 11...­. .. . ( �, 0, . _r - ­ _�. . . . .. .. 1,..... . - � ___- . -�� ........ ...._ .. _. �' ' i -------. _. i / 1�_ :f IF.FL F1RST FLOOR - " -- , ,. 1" 1. / I & _ _ z 10O.FL - GARAGE FLOOR 7 ._.�') 6 , � . ... .. ....... 1 - ... .1. 1. I : . , —-2 2*--1 1 1 t 'k, ... .". . 1 \ V / i11 1 ---t-r, � . I - ,I I, , i. . I I EN FROM: .. ) .. ...... ... ..*, �. .. .. . , ." , - f - _­ _______ F____1__ s 2. FLOOD 7 I � 1 , -4- i I /� . _ i ATE MAP No. 36103CO48111-1 - - I-V..,%..';.V�1.11111.1.'_,.,.'.. .-. .I-- " \ � i /-. . . .... .. .. - I 11 L_ �_&______ \;17..' 1 . . .. . '-- : 1". -I I'L- i ___ �. \ 1*. . .. .-:7� � ""y ' "'..'.".".-...-. ,'-'..- ---- �- -.-.I- ",*_ I \�, ") I , <PONE INFORMATION TAK :FLOOD INSURANCE R -YEAR FLOOD WITV� AVERAGE i 11 I i� — / \ :I � lio 4 -, " 1I ... I-..' ' '. .I.1 .�,* I '1 \ I I � ,,�� U , j_.;�.% . ­­­ 9 "' V,*- -YEAR FLOOD; AREAS OF 100 . , . . \ \\�, ::, .. ........-. .. I... ­ .1 " , Ii7� � I � I I .. lc. AREAS OF 500 . ..... .�� .I I .. I. ".'.'.'_%' 1_l`ll� . _ ­ 4z,, . ,�. �� . . I .. .. . I 1 -- - T / � t /ZONE X AINAGE AREAS LESS 1HAN 7 " I ./ � , : �. ... I—-.. . � . - I' ( e I :01 L_______...,__­__1__ j�, I-...­I ­ 61 iI . F I 1771 I/ I DEPTH OF LESS THAN 1 FOOT OR WITH DR \ ,l- \ � . ,, ,, !,,= I ; I m 100-YEAR FLOOD. .1 t I .."'.� I�I. .. �66 117- 7' ��i ,,, i "I "I' - ,: X 1\,_2_ I — ,,t , .�. �-11 '1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FRO . . . .. ... .. . ­. 4, )" I /,�,? If- '�'[_.,I [ 11�,� I - - , .... l- ­ , ­ .... - - ��'__-_______,_�11� � I / ,7---- ,7"I � *11,11',-E 500-YEAR FLOODPLAIN. I . . , . _T7' � !� 11 I/ I / '-,_'. 'I2.5' "i .­­... ,�w ....I Q� PREMISES " __- I ._ 7* � _.._____,_:_._;_� I.,. - : /I 11 � Al _ k. �,I- �-AREAS DETERMINED TO BE OUTSID ," , ---Lf___,-_,____ \ I � I _U _ --- _ _­ ­__- -\ I ' ____ !l2 - - --- — - 1 �ZONE X: :.�: ,::.:�:-:-.�-:- .. . _(_!,F,, -4-I\.I .- ­ - ��___ - --- .. A /� � - , Ai1 I -I, " __,�"D . I'll , ". " / / 1 11 - I ISTEM STRUCTURES SHOWN: - �___;_____._L------ -:�-.,___1�%.1'51l._ j , ,0," _-,,,-,,�'T71�?= __1 - .__L__ .. -..--- :!!!. _�� I Ill / I i ,,,, ,4� _ ...__:,�=-__ __ � \, � ,t,- \ 1 �� ______,;� .=.=__'____ __ :��_._.____:j / / _ i . t /�, �� ,3-__., -. z.1, It - 1� , , - 14 -, \ 1 I o- I l3, SEPTIC SY i I' -- ---;i'A. -),- r,� k _ - ,-F...._.___ / , /, /_ -. , - ('i)." , ;�� (­,P "; 1\ I ,\ 1 � I - �" �Qj 1� -r ,--�*, "V,/ , N l_l ,5�\ : ..., . - -` ? � ; / i 1 - - � "- F-1 - � - -,,, � "� - " I i ,- I - r, t 's��M.v, __... �� �_. � V — _-, '* I .---- ill I > — ,,,---I -w -- - . 7 1 I i . / - �^ /_ _.­WES7�imX L�:::77 1k,i !. \I./ Iill � - __ � ,_JL-1- --i 7w, ,,--- / / /-_ , ,� \ ,.\ II '1","�.", I ,� ;),r, // �, \ - � ____ __ , ----- �_ - ....(/a _J� 0 -I/ , FUTURE PANSION POOL \� :1 1 �\ ,�' ,�/ 11 /- ,, , I 1_-I I _� d I -I ? '. il i­";_ !�_�_ -,--- I ­\,?,� / / I �_11_I �__/ / \ . IP __\ � - 1 11 � ", j \__ I. �T 1 /I "Ii /__�L iI17� _�/ I I/ , _�_ I --.,, � .5 .a7 - CO � , I �� , __ /X// � ,�I / �, - Iarl" /. - I \ � - -- %ITYP4�� " T'yI). ; .,- , _ I/, l-,, ')-_, - z cN I , "I I �P�,,,,";x",i�It'iI , -_1 11 / - _­.I I ,1 : I j I . 1-1, �,-P' -�," r � _-- -- -+.-. — ,---- -,--- ,ue , �,.j I ;r,1,, ___i�l__ "(;p i � , I.A. 1 ',Cj ,- �, k� I F� ,,, �_��--�___­ - ��I /� \ , , ­ -,------ ._____4____ " _ ___r____j - "\ `TYP �9 ION11. . -, . I I\ �_ \ -.- -- I, 1 1 1 1 I.-7�__ . �5::�� , -, CI 21 ,� E.i ,� I /�\ �1, : W .. ;��), I-l,, I 2.5 -:, - \ _*V I�_.IX/'IEXISTING LEACHING POOL __ I_ I I 1� ,.:�,I , '' " � a " Z `H , 1-�:_ i Tk. �,;:�,--,.­.__ �-LL.4_, \1 ��_ If 12', I v� \ � ---,- 1\, , 1( ..,-Al �I . I , , - I , .1 , ,--=­­��__��--.:r ,, � , `�Z__ , , ,-k_-, ,/ 11--- 11_1_ I i 'L _��7� � 7 , __/­__�­ -, -, "I.�,� , -1 � " I �I, -7 -" ,,'. - 11 I, .A �_'�11_-- - - . - -- 1 _-- -+�_ !L \ ,� I ,_- '. ,Li- �( -I ! i � I� - - ,__ .,� . ------- L_� 1; \ I"- _4 \� �],&_ „, , I -, / .j -EXISTING SEPTIC TANK ­ I ._. \ \� -- ,,�.i� 1� / " \ _A (14-,-,-- I I ­. -� i__ 1, I ii 1�__--, 1 1\,\, . 11. I1E. _­I I ---, � X __ It�/- , . -, ,N �� II " \ ' \ f " ---11�' )-:A /11 _- \ I UTUT,I I, ��--, i ______;"��' , �_______ 1�... __ 4,Dii�;­­� II , . i /"/ ,/ ” 11 KEY MAP . p V /,1�1 -- -.� 11 � �_ I I.. , -, 1, ��4 � I 1, �i �- / V'11/ "-- 1 \_ /I/ POLE- ,11iI I _ I 'ilI \ .__ .�,_�::� N" �,��, 7 % � I ,__V�,?, /, ­n��- / 1, I 1719. �:����,-r-­, - , : -"- ­- , " -, --C_ , �, � 'A �,, / - / ,' \I,�I 1. 11 ­ qI b� �_. 1, FI ­ i-17 k , �, ,,, �_ -- , % 1 =�-,-,,­��,,��>, ,��,,,,� _; " „, I- �,, ,,, _:�___ _' _->�- ” i (�-AI - - _ -- SCALE- . ,�-:!-:t. , -, 1,�, -,-, -�,. 1i / A_- --I --".r_* . , I 11 \ ,��, ��_�__ \ 11 ___ ,I�,.. I / V�,51 ­­_ ­,.­ 1- —_L -­­ 1 —...-.-- " - ­ 7 " __­ ___ ___� I ,�'r_ " / ./ -.j ___\ L_j -- -----f' z ft J %�1 1, _� _1_' __� " / / '. '-6 HP-H _­0(C1,,ADE FENCEI-1,11 146`45"C101" E� -, �� \ - .-- ' � " - -_ �.",V,______ �'._ i�� / / il� ,--� I 1 i �4. THE LOCATION OF WELLS AND S SHOWN HEREON ARE FROM FIELD ------­---­__­--,--._'. ; \ \ �\�%, 'I .'---'--L...��SCDHS APPROVED� "`��'_"�'­"'�� _\AI 11 � - ",- � I--- , t', - <: - 1 11001 - �­ -,, � I-- ___ __ ��, --�k' T" / %-- , I SEP - �, +,6. _ W ,,�:�: l �OBSER . / �,q "_ - " "_ \ -_",'� - 'A 111 8'5 0" WI ." I - -'/' , -, --- __ --,-V�­" ,,/ '. I,�, __-,/OR DATA OBTAINED FROM OTHERS. __ :, , - TIC SYSTEM #2�� -0 - - - -- I/ , S 45' 75,I t_ , \ll- � , , - ---:�­� /,\ll� �q 4� --,i _I _ ._1 :t: ,,, X - II-­11 h _1 �, ----- I - ---�,,-­VATIONS AND I -1 -64� � � V.�____ , .- / I- \ —1� , , -- sq. ft. OR 11% OF , ,��,,, __�_ Z,__ . \�,� ' l�,�'� ,I , - /,/-/ `��Z _-- C -�,�P � - 1-5. BUILDING COVERAGE = 9#289 __ , 11 - ( 7- r � >.l,� I,W __ --i 11 �_ �­,� < ,; \ __.____� -, -.-.-,-- - I " " 1, I � 7 I \ I Su5olk County Depmmep vervim . . , , ______ __ V\X / , \ V/ �, "" I -, q of jjeAfh,,,­ I -1 �­; �_­__ _­ - ____ Az 4% _P / �� t-,,' � �_)'� lc�. - �,I -- ',��--.--�--_-___- _------I../-, ,,� ,. - ", ,,i,_.y_­ % z, - Approval for Constniction-0djer Than Single Famil;q. ff. OR 65,96% OF -, \�-,,�.;�-,�,, _,\ I- - _ _-, .-­ V 11",.- .� -----' 11 /�/, -ID Y \ I �,L-,(EXCLUDING ROOF OVERHANGS) _1._, - rJ`liI I-- - / / ______l � ,�_ CD ,� .­­ A.""k ____ � " +, �- 1:� - / � I ��,� 1� ___ 11 _IF� I I 1,c l- �-�'.��`i`,-.) 'll -.-. � _._,-��"-r,""-- __­- \ 1� � / �_ '% \l "lik ,6. IMPERVIOUS AREA = 55,500 , LT PAVEMENT) . �)„,I ,-. \ -, ” I III - --- v --- /- - ./ / I U1 _.I (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHA ;-- " ______ \ --:,- �_- ___ X -- / -,-� fn ��\ V ,, % 7�'!-- --I , I 'I, 11 ­�,�7-- .,--- ", __`l7___ '� 'Z/ ", �,\" . 1, - 'D ReferenceNo. C10-08;-000S_ D%ign"/ � �,i,�, \ __,,-- lir-,"', __ P owI /__ I _­ �'Alk _� 1 _o � 10 ,zpkilI A,�� - `_ 1 " __ . /'C. �, �.,oC.-, V,� � �- , . y ,� / - ", .1 � " ul -�,__�-. � ,----- �, 11�"/ _ -_;_�­_ _ / , 11, __ I "-F,- -1r,*L OCZZ, / 'A' _', ,/ �,, \ �', -11. .-.­ / - �k Ili . .-, k \ , / V , ­ ­,��%�­- , " 1-. C- These plans have been reviewed for general conformance with Suffolk I ---- ­. ", , -1 - , , ll I b_- �-- NO EXI �__ \�l, `li-­`,\ , , . . "A., ---I ,�, ,� . � " , 1r,�,-��,_­ 1 ,/ � I"11,"., I-, � lcj 11 / 11@1 I I --�:-­ I \ �/ -) 1,:�,, " ,, _­ .1-1? - L'� ''.�l, 1 �� -,-, ,� , S --- \y,� - , ,:�8. \�8 �',',,� \ \ I� � - -.-- -- 71\ , _-, ,C- \ 1 li, I ,I - . __ " ,�-, ___ , V, ,�'t�, 'I,7. LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% O \ , �� , �__ /-__ + ,_ �� -I 2� .,� \ I I, l"1111. I __ &me_PrIur, -�j � �_\-­--,, ",� \'li I I, , " eb use-(INCLUDING BUFFER AREA) % O-) �� 4 , I - ___ V� ____._ - Usetb(�,_­ ,�. -, _100'. ----------, 1_�2__ ---ACE WATERS / WETLANDS WITHIN � ��, . V,� � ---- - � __�� , , � j./RE LOCATED WITHIN 150' OF THE ,�,�_," I . �i /1, I , l " 1 ,�"­___, - ' County Department of Ilealth Services standards,relating to water supply O PRIVATE WATER WELLS A _ ".1 -1 I, , - -V "I ,I '�� , ---iI 1;;�, ' _!�- � C, I X,I l I , 1 �', �- '­�, �, i . - - T1Z ,- __ '_� ll�1, - 7,l \ I � \ / lig -I " -�� � " % -lll,\,�-, ,"'l .,-- , \ __ ,�5 1, - _­ I %; " _��_ � ,�', " \� _ 71 of detail, construction is required to be in accordance with the attached t _%. ,- -. ,-10. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE 1, � \ I------.-- � --' -AA,-- 7/ " ,,,,� , A,- . . " �_.1 - r -, I .- 0_ .- � � �, , �, ; %,�,, \ ,_/`1'111 I, '1-v% C) __-� ,\ �� V,, 1. - \ ,'__­­-__ I -1 i � - /I% 1, ,�� / ,, ._ I(A �-! �%A "", - _- I' - -wage disposal. Regardless of any omissions'I'mconsistences or lack /1'.�,'.!'- � -_ �PROPOSED SANITARY SYSTEM. _­_ V"�� I ands,., , ., 1-1, ___­,,� ----... , � __ ) * ,4 I i �� ..-- .. -, "' ­�-�--- __ , / \� � --------- " � J.- . ­� "I 01, 1) permit condition,,;and applicable standards unless specifically waived by - _. , I 1, - ___ Ir I \ , ___�i / 2�,_ " " I >J,, , ,__%� - 4 ,--... '�il � - --- I - :` ,.�"___ 1�--,� " __i._� ,j i . -.� -.--.-.+----- 11 11 .---- .__-A- -- / - ____ - / � I.." a-1 17- the Department. This approval expires 3 1, 1. j 1 _3�. .\ ,, ,-- I �_-__ - 1; - , \� ,-, . 119/- " � - -­ \ -,:- , 1z, unless extended orrenewed. !. ,.j,_� �� � I� 4- �-�, „A !,,\,I � k -A / __�, � � / \_2\ +,�� roval da,� �1__-"t ” : 1 A" 11�, �,,Y SYSTEM. �� _ -1. _ 11 � I , --- - " - ,SANITAIR �, Ys, ,'?i-�,. �?,.y 1 __�, ) \'l --- ._Z� ) ____ � ____� �� - ___�____ 'F1 Ir-1W\ ___,_z_1 - -� ---- M16 q it t j", ` ,� ---� _:�5� 115 i 1h, �-, - % . 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I. 11.�, "A , /,-�\ 017 '11--__111, 711- , r �"___ . _� �,1'�"__�, , _r1,1 , _1 YP. , ,,"�,'_ ill TYP. . 4'. 1 '.1 4- , H, I __ I- ELEVATION 12.5' . � .- " f / \ X \ %. , +1- \�, t , I , — N 1i T 01�'1111 I I I ""i\ � k%l(!'� . . I -- ___-_ _..__j _­_1 _ -,..--]/ , V.— i ," ., , A tAXED sq4O AND LOAM . :� \ �------ .....__ -- V�, 17 - �� �.— _____I I -.---- I _-I 11, I 1; - \ - 3, - __ - __ __ _,�, �� — ::�:_ 7— � . WN OFS,� - / 1 .1 k 11 N��Z,, 10 �_= G 1i I,. , ,,�0 , .., i, ,// 1 \ I I \, I/ 1\ \11 \ - � �4 . 1 '1�11_,lz, � 1--, \_ l �, I I I ­__� . ____ '' 1.�,L_ 'a . . __� i .-0�1_ I \�__� // -_10" "I SUFFOLK COUNTYS,11 I 1 1 'y .--- .,�� _­.. _- ":....11 I_.�__ ", ,-�r )�_ I, A -,HALF PAVf.-�.q-ai __� . ""t,'; �PROVIDED PARKING STALLS 31 - _`1z7_z11 k'� I i2 0, 1 ASI /1 \ .1 --�- t,---i '�_­�_�:-�:_ __.. / I ____� I ,� -- , 4', �;lBR U �-=z�=� AP - � EXISTING WELL I � j,"V - ��- 0 7��*­­�� :- .1 A O' T + _." "I--- -", 11700 MAIN ROAD9 HUDSONY BANK M SILTY SNND Sm "CI1 , 4 - - 1_/- I !. =�. ,I -_--��—=-- =_�==�r?:�_-- __�1\�,Cr_,f,jC -11 .- I -�1,,,, C� ( -RT T�117I ­--- T-�z---, . -0 , _:�� ­11 `�,13ANKED PARKING STALLS -5* / j -71,-f 1 .2 5 T ' __ �� __� C 2. . 'V - .'- '-%-.,` "" f-.. `8 , _� - - � -ic;,,,, ;l-,i 1 , I _11 C_'r"-%0, Tl� ',,f-lT--,j I ?-1, - X:_itl I _, E � ' I -... . - _�._ �, IT-1,41� -i,-j" . PLAZA GREASE TR ,- TRAFFIC DIRECTION FLOW ARROWS - - P!_,v, I � _ 1., .�...... � . -I I *_j ., .. PALE BROWN FINE SAND SP C_- 'R \4 . - ____ �_ , 11 I9,j r F-,. _-_�_ UA­ \ F .Op�-f�-,.,( i ;J .'�- � - \ / I I ,,�...-­ U! 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UJI .� I ',� .- _ UP,, .0 "4, ,,,��, ,�, -,-"­ __--,C,0N' . 1 "=20''D � *t,iD �- I .- -,GE OP D,�, � `DiiI .­ W Designed By: MF/CFD scale:- ----.-.--.--- 4 __: - _ ". `4' 1 .T _0 +_­ --.,-- I - 13 000 il,�,\C_ 8 ,9 ', %11� 11 MAY 2016 0 -�i_____ 13 -1 ' 1.�111 5 Drawn. � % 0 By: MF Date.\____ " - N 7D F -1_r10==:==-- ir - - -3 YT OF IFA Y __�'­z7_______A___­- 1-1 I S1- :�7 ____ I RIGI I C -'� 1,(A'A70TVj%` AS JO,LI_,,V`S ROAD) 16 S,) "'.1 Approved By: RG File No. 16029.002III -___-�7 -J_ " �_.T,F ',_,_,, � ��,/ ,,,-? —_`"", , ___ �!_ '__ =: �'r""" -,�_ '�� 1��- - I,-,,,- _z"�'*_" ,E `3 - ------- "__-1 -- - -" - 4" 7 '_ �� � t,- --I �� - `­ "-�I , " J�C, ,-, "�,- �',`�i�� 7" -I-__L`____1 7_ 777 _� _, __F"I".." 7 0 775' To NEW� O' Ti, �,6 ,�__ � � .SU _ V, ; AYJAVE FFOLK A E,,_. , /�i.�- II 'z= �I . Ii I------ ! ., I- ----,� � I:_J�,: i l\ -I Ill ,r- ii"PIEDI F.7�i I I "�_ ­_'_ 9` J-''7�' -///7-,, - '\71�i. __ -I- ----,- \ ........� � l--,:I... ... < -------,--..---.----�-...,—.--.-----,------ � r yrx r.az MAILING ADDRESS: PLANDONALD NING BOARD MEMBERS � � , (/ x 1179 V.a Southold,o NY 11971 J. KI ChairOFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE FFERTY , , 54375 State Route 25 J ES .RICH III • (car. Main d. &Youngs Ave.) MARTIN H.SIDOR COU�dTY � �i Southold NY Telephone: 631 765-1938 www.southoldtowimy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2016 Mr. Paul Pawlowski P.O. Box 783 Mattituck, NY 11952 Re: Approval - Hudson City Amended Site Plan Application Located at 11600 Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2016: ' WHEREAS, this proposed Amended Site Plan is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts; and WHEREAS, on July 7, 2016, Paul Pawlowski, owner, submitted an Amended Site Plan Application for review; and WHEREAS, on July 25, 2016, the Planning Board found the application incomplete for review and required revisions and additional information; and WHEREAS, on July 29, 2016, Paul Pawlowski, owner, submitted revised Site Plans and additional information for review; and WHEREAS, on August 8, 2016, the Planning Board formally accepted the Amended Site Plan Application as complete for review; and WHEREAS, on August 8, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is a Type II Action, as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurteti ant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and Hudson City Amended Pam October 4, 2016 WHEREAS, on August 10, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on August 24, 2016, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on September 12, 2016, a Public Hearing was held and closed; and WHEREAS, on August 30, 2016, the Southold Town Engineer reviewed the amended application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management since there is no proposed footprint expansion or creation of new impervious surface areas; and WHEREAS, on September 1, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on September 14, 2016, the New York State Department of Transportation (NYSDOT) provided written confirmation that all approved site work has been completed for Highway Work Permit#20161053646; and WHEREAS, on September 22, 2016, the Suffolk County Department of Health Services (SCDHS) granted approval to Reference #C10-08-0005 for a mixed use building (16 seat max, dry retail, medical office) @ 965.14 gpd; and WHEREAS, on September 28, 2016, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on September 30, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed medical offices, retail and restaurant as permitted uses in the General Business (B) Zoning District; and WHEREAS, on October 3, 2016, 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, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Amended Site Plan with two (2) conditions entitled "Hudson City Savings Bank", prepared by L. K. McLean Associates, P.C., dated July 12, 2006 and last revised August 28, 2016. Hudson City Amended Page 3 October 4, 2016 Conditions: 1. This Amended Site Plan is for the purpose of illustrating approved changes to the interior uses of the 9500 sf building and on-site parking totals; the approved Site Plan with approval stamp dated September 16, 2009 remains in effect for all other details that are not specifically noted on this Amended Site Plan; and 2. Best Management Practices to lessen impact on surface water and ground water quality: a. Use of native, drought-tolerant plants in landscaping. b. Use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. 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 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. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. Hudson City Amended Page 4 October 4, 2016 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: - -- � ,,. `.., Applicant/Agent `" Date: Sig natur .. � �, MAILING S : PLANNINGsoRX, Box DONALD J.WILCENSKI MEMBERS � �f 'gt Southold, N 1179 11971 Chair "" 2? OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE FFERTY 54375 State cute 25 JAMES H.RICH III " (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR CouN� � .� Southold, NY •. Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 29, 2017 Mr. Paul Pawlowski P.O. Box 783 Mattituck, NY 11952 Re: Approved Site Plan: Hudson City Amended Located at 11600 Route 25, s/e/o Pacific Street & NYS Route 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: The Planning Board has found that the requirements of the above-referenced Amended Site Plan have been completed based on the site inspection made March 8, 2017 and the submitted as-built floor plan dated February 9, 2017 and supports the issuance of a Certificate of Occupancy (CO). The as-built floor plan was provided to the Planning Board to illustrate interior changes to the approved Amended Site Plan. The changes are as follows: 1. Decrease in area of retail use on first floor; 2. Decrease in area of medical office on second floor; 3. Addition of a 4-station Personal Service use on first floor requiring ten (10) parking spaces; 4. Addition of a 4-room Personal Service use on the second floor requiring ten (10) parking spaces. The as-built changes do not alter the number of parking stalls approved on site and will not change the overall function of the site plan; the overall parking requirement difference is zero (0). Furthermore, the Planning Board has no concern with CO's being issued for the remaining units as they become occupied consistent with the approved plans. Hudson Citv Amended Page Two March 29, 2017 With exception of the items detailed above, the site is now in conformance with the approved Site Plan entitled "Hudson City Savings Bank", prepared by L. K. McLean Associates, P.C., dated July 12, 2006 and last revised August 28, 2016. The Amended Site Plan is for the purpose of illustrating approved changes to the interior uses of the 9,500 sq. ft. building and on-site parking totals; the approved Site Plan with approval stamp dated September 16, 2009 remains in effect for all other details that are not specifically noted on the Amended Site Plan. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this Site Plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Town Engineer Southold Planning Department Staff Report Site Plan Application Work Session — Final Site Inspection for CO Date: March 13, 2017 Prepared By: Brian Cummings I. Application Information Project Title: Hudson City Amended Applicant: Paul Pawlowski Approved: September 14, 2009 Tax Map Number: 122.-3-1.2, 2, 5.1 & 17 Project Location: 11570 Main Road Hamlet: Mattituck Zoning District: Split zone of B / R-40 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 1.9 Building Size 12,741 sf proposed build-out III: Analysis This Amended Site Plan Application is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts. A. Approved a. Two —story 9,500sf building; amended site plan application to change interior use of the building; b. One — story 3,241 sf bank on site; c. Parking: Original Parking calculations: i. Bank: 33 ii. Office building: 40 iii. Required: 73 iv. Provided: 63 with (3) land banked stalls and space for 10 queuing parking; a. Approved Amended Parking Calculations: L Bank = 1 per 100s 1. 3244 / 100 = 32.44'' or 33 stalls required (+10 queuing) 1 ii. Multi—use building: 1. Restaurant = 1 per 100s or 1 per 3 seats (whichever is greater) a. 1200 sf/ 100 = 12 stalls required b. 16 seats/ 3 = 5.3 or 6 stalls required 2. Retail = 1 per 200sf a. 3550/ 200 = 17.75* or 18 stalls required 3. Medical Office = 5 per physician a. 3 x 5 = 15 stalls required iii. TOTAL = 78 stalls required 68 stalls approved (including 3 land banked; 4 ADA) (23 for the bank, 45 for the multi-use building) iv. Requested as-built parking changes: 1. First Floor total required = 30 a. Retail at 2000sf= 10 required b. Salon/Personal Service at 1,036sf Personal service shop, barbershop or beauty parlor= 2.5 spaces per service chair 4 stations = 10 required c. Restaurant/Wet Use at 1,OOOsf= 1 space per 3 seats or 1 space per 100 square feet of floor space, whichever is greater 16 seats = 5.3 or 6 1,000sf= 10 d. Utility areas and common areas = ±786sf 2. Second Floor total required = 15 a. Massage Spa/Personal Service at 2,OOOsf Personal service shop, barbershop or beauty parlor = 2.5 spaces per service chair 4 rooms = 10 required 2 b. Medical Office (one doctor) at 1900sf 5 per physician One (1) doctor = 5 required c. Common Areas = ±365sf 3. TOTAL Required (as-built) = 45 4. Approved = 45 (no change) d. Zoning Board of Appeals (ZBA) on October 10, 2008, the Zoning Board of Appeals granted area variances and a special exception to allow accessory parking in the R-40 Residential Zoning District subject to the following conditions: i. Land bank parking on the east side of the rear parking lot buffered adjacent to the residence and place blue stone on the remaining residential portion of the parking lot (except for handicap parking). ii. Lighting to be shielded to the ground in the parking lot; Staff: All parking has been adequately provided and striped (see photos); the applicant has constructed the R-40 portion of the site with blue stone as required by the ZBA condition but may explore providing asphalt in lieu of. This should be clarified by the applicant who then may have to provide a request to the ZBA to provide asphalt in lieu of the blue stone requirement condition and/or clarification of the intent for the condition. e. Landscaping (see photos): all small plantings, evergreen screening and street trees have been planted except for seven (7) Billard Spirea @ 16"- 24" height (6' on center) and seven (7) Golden Mockorange @ 16"-24" height and 6' on center) Staff: The screening along the rear of the parcel, although middle of winter, could be bolstered to be more effective (see photos); f. Exterior lighting is conforming to current Code standards for §172 (see photos); the applicant has removed more than 10 exterior light fixtures (mostly pole light fixtures in the parking area) compared to the approved site plan. Through the approval extension process the applicant worked with Planning staff to provide all compliant (3000K) light fixtures on site; g. The plan includes a cross access easement to the property to the east; 3 V: Staff Recommendation 1. Consider the as-built uses and parking calculation change within the analysis as detailed above. There is no change in the calculation and the site will function as approved; 2. Send a memo to the Building Department supporting the issuance of a CO for this building and in support of providing CO's as each individual until becomes occupied. 4 ���.�r � �, MAILING ADDRESS: PLANNING BOARD MEMBERS ry'tl P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 111 971 Chair y OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H. SIDOR by. Southold, NY e� Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2016 D qD Mr. Paul Pawlowski P.O. Box 783 BUILDING - Mattituck, NY 11952 TOWN OF POU OLD Re: Approval - Hudson City Amended Site Plan Application Located at 11600 Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2016: WHEREAS, this proposed Amended Site Plan is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts; and WHEREAS, on July 7, 2016, Paul Pawlowski, owner, submitted an Amended Site Plan Application for review; and WHEREAS, on July 25, 2016, the Planning Board found the application incomplete for review and required revisions and additional information; and WHEREAS, on July 29, 2016, Paul Pawlowski, owner, submitted revised Site Plans and additional information for review; and WHEREAS, on August 8, 2016, the Planning Board formally accepted the Amended Site Plan Application as complete for review; and WHEREAS, on August 8, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is a Type II Action, as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accesolr/appurtenant, non- residential structure or facility involving less than 4,000 square t et of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, October 3, 2016 4:00 p.m. Southold Town, Meeting Hall 4:00 p.m. Applications Project Name Hudson City Amended SCTM#: 1000 122-3-17.1 ...... . , Location: 11600 Route 25, s/e/o Pacific Street & NYS Route 25, Mattituck Description:p This Amended Site Plan Application is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts. Status: Pending Action: Referral Review Attachments: Staff Report . Project Name; Threes Brewing East SCTM#: J 1000-83-3-4.61 Location: 12820 Oregon Road, south corner of Cox Lane & Oregon Road, utcho ue Description This pp proposed _ 5, s Site Plan Application is for the construction of a 100 x 6 (6500 sq. ft.) steel building for production (brewery with no retail), office and storage with 21 parking stalls on 0.96acres in the Light Industrial Zoning District, Cutchogue. : Status: j Pending I ActionReferral Review & SEQRA Review Attachments: Staff Report Project Name: The Estates at Royalton SCTM#: ' 1000-113-7-19.23 Location, 55 Cox Neck Road, on Cox Neck Road approximately 490' north of Sound Avenue, Mattituck Description: This proposal is for a Standard Subdivision of a 36.9 acre parcel into 12 lots where Lots 1-11 equal 0.7 acres, and Lot 12 equals 12 acres, located in the A-C Zoning District. This subdivision includes 15.2 acres ofl open space and 1.7 acres for a proposed road. Status: Conditional Preliminary Plat Approval Action: Review legal documents. Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date October 3, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Hudson City Savings Bank amended Applicant: Paul Pawlowski Date of Submission: July 7, 2016 Tax Map Number: 122.-3-17.1 Project Location: 11700 Main Road Hamlet: Mattituck Zoning District: Split— B / R-40 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.93 acres (84,142sf) Building Size Existing 3241 sf bank and 9500sf medical office building This Amended Site Plan Application is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts. III: Analysis A. Approved a. Two —story 9,500sf office/medical office building; b. One — story 3,241 sf bank; c. Photometric Plan provided and approved; (there was a decrease in the amount of approved exterior pole light fixtures) d. The plan includes a cross access easement to the property to the east and an area for a proposed future cross access easement to the west; B. Bulk Schedule: B Zone Required Proposed .. FrontVariable (100') 52'-5"; 81' (bank) . Side (W) 25' 17'-4" Side (E)- -- — 25' (50 combined) 43'-5"� , . ........ __-_ .-- -----.... - ----.. .------ 1 Rear 35- ..... ...� '...35. .............� 1. Lot Coverage i. 30% maximum ii. 15.8% proposed 2. Landscape Area i. 35% minimum ii. 44.3% proposed C. SEQRA— Unlisted; on October 20, 2008, the Southold Town Planning Board, acting under the State Environmental Quality Review Act 6 NYCRR Part 617, performed a coordinated review of this unlisted action and as lead agency, made a determination of non-significance and issued a Negative Declaration; D. Zoning Board of Appeals (ZBA) on October 10, 2008, the Zoning Board of Appeals granted area variances and a special exception to allow accessory parking in the R-40 Residential Zoning District subject to the following conditions. a. Land bank parking on the east side of the rear parking lot buffered adjacent to the residence and "place blue stone on the remaining residential portion of the parking lot (except for handicap parking)." b. Lighting to be shielded to the ground in the parking lot; E. Public Hearing concerns: - Sanitary flow; - Traffic; - Parking; F. Referrals Local Waterfront Revitalization Program (LWRP) 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. Office of the Town Engineer 2 No change to existing footprint or increase of impervious area, site plan remains compliant with Chapter 236; Fire Marshall No comments or concerns regarding the proposed project; Mattituck Fire District No comments or concerns regarding the proposed project, there is adequate fire access to the subject site; Suffolk County Planning Commission (SCPC) — exempt Suffolk County Department of Health Services (SCDHS) Reference #C10-08-0005 for a Mixed Use building (16 seat max, dry retail, medical office) @ 965.14 gpd G. Staff Analysis a. Public Hearing concerns:; - Sanitary flow; Staff: the original SCDHS approval for medical office building was at a flow of 1145gpd; the current change of use proposal is for ±190gpd less at 956.14 gpd - Traffic; Staff: the 2009 approved plan included extensive DOT coordination including sidewalk construction and providing effective turning/queuing lanes off of NYS route 25. - Parking; (see below) b. Original Parking calculations: i. Bank: 33 ii. Office building: 40 iii. Required: 73 iv. Provided: 63 with (3) land banked stalls and space for 10 queuing parking; 3 c. Proposed Parking Calculations i. Bank = 1 per 100sf 1. 3244 / 100 = 32.44* or 33 stalls required (+10 queuing) ii. Multi—use building; 1. Restaurant = 1 per 100sf or 1 per 3 seats (whichever is greater) a. 1200 sf/ 100 = 12 stalls required b. 16 seats / 3 = 5.3 or 6 stalls required 2. Retail = 1 per 200sf a. 3550 / 200 = 17.75* or 18 stalls required 3. Medical Office = 5 per physician a. 3 x 5 = 15 stalls required iii. TOTAL = 78 stalls required iv. 71 stalls proposed (including 3 land banked; 4 ADA) STAFF: the revised site plan provides an additional five (5) parking spaces adjacent to the three (3) land banked parking stalls in lieu of the loading berth that was provided in that location. It is recommended that the Planning Board utilize this loading berth area for the additional parking stalls which now provides a parking total on site that does not differ from the original proposal (-10) even though parking would not appear to be an issue because of the amount of parking required for the bank use. Additionally, there is enough loading space in proximity of the proposed dumpsters (which would only be accessed approximately once a week) and is effectively closer to the building which makes more functional sense. V: Staff Recommendations 1. It is recommended that the Planning Board accept the parking revision as described above; 2. All Site Plan requirements listed in §280-133 of the Town Code have been met and the above referenced Amended Site Plan Application is recommended to be scheduled for determination by the Planning Board at tonight's public meeting. Town Hall Annex �� r Telephone(631)765-1802 54375 Main Road t{ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 "q S' y J BUILDING DEPARTMENT b TOWN OF SOUTHOLD i Nir�wn�d 8rd „ . MEMORANDUM TO: Donald J. Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: September 30, 2016 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Hudson Cit.. Plaza Location: 11600 Route 25, Mattituck SCTM# 1000—Section 122-Block 3 —Lot 17.1 Date: July 12, 2006 Revised Date: April 14, 2016 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 USES Medical Offices. Retail and Restaurant ARE PERMITTED USES IN THIS B DISTRICT AND ARE SO CERTIFIED. Michael J. Vcr� Chief Building Inspector Submission Without a Cover Letter S�b j�- IrJl3, f-f(..�M.firf�v� Send pQ,uj (3aLdGV-,�1C4 Subject: ffA!iSAN-N 4 SCTM#: 1000 - Date: q I �—q l I 1p Comments: v � OFFICE LOCATION: �y�6 � °° MAILING ADDRESS: Town Hall Annex ��f° �'� P.O. Box 1179 54375 State Route 25 �� �i i; Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �a� k �G� Telephone: 631 765-1938 Fait: 631 765-3136 kPQ>, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD � � � ��� P 2 ki, 2 1 (1 w� MEMORANDUM I'"V=iing�ioair(l To: Donald Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, LWRP Coordinator Date: September 27, 2016 Re: Hudson City Amended SCTM# 1000-122-3-17.1 Zoning District— B/R-40 The site plan was approved by the Planning Board on 9/16/09. This Amended Site Plan Application is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq.ft. restaurant&3;550 sq.ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in.the 13/R-40 Zoning Districts. The proposed action has been reviewed to Chapter 26.8, 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. 5.5. Protect and conserve the quality and quantity of potable water. Protecting the quality of potable water is a Town goal. A. Prevent contamination of potable waters by limiting discharges of pollutants to maintain water quality according to water quality classification, and limiting, discouraging or prohibiting land use practices that are likely to contribute to contravention of surface and groundwater quality classifications for potable water supplies, It is important to recognize that all drinking water and irrigation water supply on the North Fork is withdrawn from the upper glacial aquifer because groundwater in the deeper aquifers is mostly saline. Groundwater resources are delineated by the NYSDEC as Special Groundwater Protection Areas. These areas are the core areas of recharge to Southold's aquifer. The SUFFOLK COUNTY COMPREHENSIVE WATER RESOURCES MANAGEMENT PLAN ((SCCWMP) 2015) identifies nitrate causing the most widespread concern to the regions groundwater. Recognizing the problem of Nitrogen (nitrates) loading in ground and surface waters, the Suffolk County Legislature established a goal of reducing fertilization in residential areas by 10 to 25 percent, and passed Local Law 41-2007 to reduce Nitrogen pollution countywide. The law states that"the quality of our water should be considered a higher priority than the aesthetics of lawns, and those high maintenance lawns require more Nitrogen and are more likely to leach excess Nitrogen, so that high maintenance lawns should be discouraged". To further lessen impact on surface water and ground water quality or quantity the following best management practices should be required to be filed within a Covenant and Restriction: 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 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. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner F - MAILING ADDRESS: �� PLANNING BOARD MEMBERS P.O. Box 1179� Southold, NY 11971 DONALD J.WILCENSKI Chair �` �' OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY qe54375 State Route 25 JAMES H.RICH III ?' (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR i �'� %'�� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Plann�� Date: September 27, 2016 Re: Amended Site Plan for Hudson City Plaza 11600 Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck SCTM#122.-3-17.1 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 Amended Site Plan Application is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts. Thank you for your cooperation. Encls: Site Plan Application Site Plan i E v Soultitild Town Planning Boar V A-f aefv* v✓ryry rip , 1 1 e f I i { I I i i I Michaelis, Jessica ..m From: Cummings, Brian A. !' �� C E Sent: Thursday, September 15, 2016 9:05 AM To: Michaelis,Jessica I. "1l6 Subject: FW: NYSDOT Permit Case 15-53634 Attachments: document2016-09-15-084924.pdf,ATT00001.htm Rarnrhig Boar From: Paul Pawlowski [mailto:pawlowskibizCslgmail.com] Sent: Thursday, September 15, 2016 8:59 AM Subject: Fwd: NYSDOT Permit Case 15-53634 Please see attached this is sign off from DOT for all road work at 11700 Main road Mattituck site Thank you Paul Pawlowski 631-445-4348 cell 631-850-5452 fax i PERM 46b (4192) State of New York Department of Transportation HIGHWAY WORK PERMIT DISPOSITION PERMIT NO. .......... RETURN 131,13PIBOND TO �- —---—------- REG: RESIDENCY- CURRENT ADDR. PERMITTEE: jj�­ CHECK f WORK AUTHORIZED BY THIS PERMIT HAS BEEN SATISFACTORILY COMPLETED ONE CANCEL PERMIT — WORK NOT COMPLETED .......... CLOSE PERMIT ONLY — NO DEPOSIT OR BOND DEPOSIT AMOUNT REFUND OF DEPOSIT IS AUTHORIZED FORFEITURE OF DEPOSIT IS AUTHORIZED CHECK ONE ....... BOND AMOUNT`il"-',-'�-"' BOND NUMBER: RETURN OF BOND IS AUTHORIZED AMOUNT CHARGED AGAINST BOND FOR THIS PERMIT MAY BE RELEASED RETAIN BOND FOR FUTURE PERMITS RECOVER FROM BOND FOR DAMAGEIINCOMPLETE WORK FOR $ DATE: Res/Ass't Res Engineer APPROVAL OF AUTHORIZED ACTION FORWARD TO HIGHWAY PERMIT AGENT FOR PROCESSING DATE., ....... —-—------- Regional Permit Engineer . ........... DATE: ACTION: Permit Closed(Recorded in Highway Work Program as Completed) Forwarded to Highway Permit Agent .._.......,n........_.,,._.:.:....._-_ Deposit/Bond Re t u rnedl-Rel eased ........ ............. Other: _____ ....... .......... ....... MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI �+ ` � Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Youngs Ave.) RTIN H.SIDOR � coue Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 13, 2016 Mr. Paul Pawlowski P.O. Box 783 Mattituck, NY 11952 Re: Close Hearing - Hudson City Amended Site Plan Application Located at 11600 Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: A Public Hearing was held on Monday, September 12, 2016 regarding the above- referenced Amended Site Plan. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, )6444". H A-A-A ?- James H. Rich, III Vice-Chairman 0( AJ PSC U_ pp Jo-Ann Lechner SEP f} V 2 1 Y 1415 Marlene Lane _ "amWN&J"row n Mattituck, NY flazwwing Fwd September 11, 1948 Dear Heather Lanza, AICP Planning Director: Please send to the Planning Board regarding their hearing. I received information that there will be a public hearing by the Planning Department regarding the Hudson City complex.' It was stated that the original approval on this large building was for 8 medical offices. The owners asked for a change request for the first floor to have 3,500 square feet of retail space and a 'wet use' function for a 1,200 square foot restaurant. It was mentioned that the Planning Department will be looking at parking calculations for these changes. I agree that you should be looking at parking calculations. I would request that all environmental factors be considered. Any type of retail space or restaurant will bring more cars and therefore more traffic. That area is already passed the saturation point. More cars will bring more pollution. I attended a meeting where Mr. Dan Gulizio of the Peconic Bay Keeper stated that our nitrogen pollution of our Bays, Sound, Rivers and Lakes is at the tipping point with what already is constructed. If you allow the change from medical offices to retail and wet use, restaurant, there will be substantially more nitrogen pollution, which affects our waterways as well as our drinking water. I would request that these changes not be allowed and our Planning Department takes into consideration all environmental factors and quality of life factors. There are Towns that have already started to change zoning in order to protect the land and water of their municipality. By protecting our environment you will be protecting our Town residents. If our environment is not protected which includes our waterways, beaches and ground water, the Town of Southold, as we know it, will not be there to love and enjoy. Respectfully, Jo-Ann Lechner Submission Without a Cover Letter Lk �AT Ypu9 ^` Vp Sender: POW AAZU �tN �J G 1 8 2 01, �aut ­­­ �� "f5TIll -.. p� . [ ,Board Subject: O-Asa-\ SCTM#: 1000 - Date: E /1 Comments: pD��'h r\ NA &ja AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in lace for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of rac rd of every property which abuts and every property which is across on .... .`` Your Name rlrt SignMu c a Address Dat r Notary Public NOTARY Fl0n 31....IC,state M Now You No, DI D04634870 Quahfie i 41 Sutfok Courrty omrnu ssuofl I;:::.Xpires September p PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 9/9/16 Re: Proposed Amended Site Plan for Hudson Cit SCTM#s: 1000-122-3-17.1 Date of Public Hearing: Monday, September 12, 2016, 6:03 p.m. Notice to Adjacent Property Owners Hudson City Amended 11600 NYS Route 25 Mattituck, NY SCTM#1000-122.-3-17.1 l.. 122.-3-1.4 A\k0,r-\ CakA� ()C) -7 -1 NA,W,-JAiW-,,V- 2. 121-3-6 k/Jn3S LIX- P0 S-((-)3 1 122.-3-18 6_ k r\k V-.C> P 0 �-2-44 +LASAe 4. 1.224-3-19 � ftA C_J(J r)rl 6,n I J ,, \54 1.22.--3--20 J ous rn 6. 122..-3-2.1 0JL SO A-L/e. 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G C3, �° MATTITUCK NY 11952 0 n.i m �,ly��kok c,► ❑o❑Dona❑ 1 a6. I°ro am "` - mm �A kk " Np.,. D 0 > y � ff Q � aa � m `� 0 d N z K0915 CL 0 13 CL J1 O 15 mW o �' �• z Er to cr uu ., uum mlW um, muuu N Q' a❑❑❑Cl❑❑w ® ru 8S e w I ey Ln- � L�w1U�rY�N4avtiu�Y,Jut t 8 h IY^uq..Wma;kY aw2YaWamroe� p�a 016 vCu� alf��hWum. '" 0"wmmrmVyvt QBuamiwuaulluti'D �� 0 0_�Coil Hued M NI Rimmk4 aama8�aa f �p flal>m � nwk p � muln��»„ko �� �Rd� �. � uiullp dl gunuaUmimVJmagaalluuwa' SAY knell IOuoatwe llwmmtlu lftfp Il)ellleoll yi 0 �NBK}Gr��YO& ,... p In ..... .........:.. mm . 1 Ru Ln 40 WESTMORELAND DR "�rrsP Yea �a ' ' 13 Cl SHELTER ISLAND� C k a .� ND HEIGHTS NY o o m Pya rl:,„rip 11965 . pp�� r� MAILING ADDRESS: PLANNING BOARD MEMBERS �� �m(�im'tirF�" �°�� P.O. Box 1179 DONALD J.WILCENSKI ` Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS f Town Hall Annex PIERCE RAFFERTY h �r 54375 State Route 25 JAMES H.RICH III Wn uuu (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR 1111 ni " ( Southold, NY R: ter' Telephone: 631 765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 12, 2016 Mr. Paul Pawlowski P.O. Box 783 Mattituck, NY 11952 Re: Hudson City Amended Site Plan Application Located at 11600 Route 25, s/e/o Pacific Street & NYS Route 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: am writing as a follow-up to the Work Session held on August 8, 2016 where the Planning Board accepted the above-referenced Site Plan Application as complete for review. The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Very truly yours, Brian A. Cummings .. Planner #12939 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, 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 week(s), successfully commencing on the 1st day of September, 2016. _.. .... ..... Principal Clerk Sworn to before me this w ITIT ..... mIT�„ day of _ L(L _ 2016. CHRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YQRK No. 01V06105060 Qualified In Suffolk County My Commuuon lxplrn Febluary 98,2020 i f j�r ✓rvl ���'`�^ l�td���� ijGY�.b� ��'kll' i/� / ajar �izVIn tfJ11W, (it, OUroti, ,0roP31 f� k�•� OF r '" �' U"�� +IT�... xr rMAILING ADDRESS: PLANNING sw x P.O. Box 1179 DONALD J.WILCENSKII a r Southold, NY 11971 Chair OFFICELOCATION: WILLIAM J. CREME RS Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III t� ���.� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY 'ar jy' ., Telephone: 631 765-1938 www.southoldtowirmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 12th day of September, 2016 on the question of the following: 6:01 p.m. Proposed Amended Site Plan for Verizon Wireless at MGH Enterprises, located at 40200 NYS Route 25, ±345' s/w/o Lands End Road & NYS Rt. 25, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-15-9-8.1 6:02 p.m. Proposed Amended Site Plan for Country Car Wash, located at 6565 NYS Route 25, ±724' s/w/o Bray Avenue & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-125-1-19.5 6:03 p.m. Proposed Amended Site Plan for Hudson City, located at 11600 NYS Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-122-3-17.1 6:04 p.m. Proposed Site Plan for Threes Brewing East, located at 12820 Oregon Road, on the south corner of Cox Lane & Oregon Rd., Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-3-4.6 Dated: 8/11/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, SEPTEMBER 1, 2016 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Kalin, Carol From: legals <legals@timesreview.com> Sent: Friday, August 12, 2016 9:41 AM To: Kalin, Carol Subject: Re: Legal Ad for the Sept. 1 Suffolk Times Importance: High Good morning, The legal notice has been scheduled to be published in the 9/1 edition of the Suffolk Times. Thank you and have a great day! Best regards, VIEW, 0 mDOA Gr OUR i.irsd say&tien'naur Assistar:t Sifles Cc orrfinzftof 631..298.3 00 ext,, 2.35 6 33. :3 4 8032 (dkrect) .. ... 631,298.041.0(fax) bll Vd'Vu14�m11�u��p0�'B�""bIYC'4PUQ"w�Q�rl(� www.timesreview.cmu From: "Kalin, Carol" <Carol.Kalin @town.southold.ny.us> Date:Thursday,August 11, 2016 2:34 PM To: Lee Peters<tgEals@tirnesreyiew.com> Subject: Legal Ad for the Sept. 1 Suffolk Times Please print the attached legal ad for the September 12, 2016 Planning Board Public Hearings regarding the Amended Site Plans for Verizon Wireless at MGH Enterprises, Country Car Wash & Hudson City and the Site Plan for Threes Brewing East in the September 1, 2016 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-6640 fax 1 y ids r . MAILING ADDRESS: PLANNING BOARD S � QF 5 r P.O. Box 1179 DONALD J.WILCENSKI � OFFICE»a,�� Southold, NY 11971 Chair t� WILLIAM J.CREES y Town Hall Annex PIERCE RAFFETY ) 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ` COU ( Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 12th day of September, 2016 on the question of the following: 6:01 p.m. Proposed Amended Site Plan for Verizon Wireless at MGH Enterprises, located at 40200 NYS Route 25, ±345' s/w/o Lands End Road & NYS Rt. 25, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-15-9-8.1 6:02 p.m. Proposed Amended Site Plan for Country Car Wash, located at 6565 NYS Route 25, ±724' s/w/o Bray Avenue & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-125-1-19.5 6:03 p.m. Proposed Amended Site Plan for Hudson City, located at 11600 NYS Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-122-3-17.1 6:04 p.m. Proposed Site Plan for Threes Brewing East, located at 12820 Oregon Road, on the south corner of Cox Lane & Oregon Rd., Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-83-3-4.6 Dated: 8/11/16 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS. COUNTY OF SUFFOLK) Carol Kalin, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 15th day of August, 2016, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board Southold Town Hall 53095 Main Road Southold New York September 12, 2016 Public Meeting: 6:01 p.m. Public Hearing for the proposed Amended Site Plan for Verizon Wireless at MGH Enterprises, SCTM#1000-15-9-8.1 6:02 p.m. Public Hearing for the proposed Amended Site Plan for Country Car Wash, SCTM#1000-125-1-19.5 6:03 p.m. Public Hearing for the proposed Amended Site Plan for Hudson City, SCTM#1000-122-3-17.1 6:04 p.m. Public Hearing for the proposed Site Plan for Threes Brewing East, SCTM#1000-83-3-4.6 .......m.......w� ........_��� Carol .....Ka Li.n....m......_........._......... ............�......w Secretary, Southold Town Planning Board Sworn to before me this ,1 - day of , 2016„ MELANIE DOROSKI f NOTARY PUBLIC,State of New York No, 01004634870 — Qualified in Suffolk County - Notary ublk,,-' Commission Expires September 30 ,_� MAILING ADDRESS: PLANNING BOARD MEMBERSo��QF SO(/j�ol P.O. Box 1179 DONALD J WILCENSKI Southold, NY 11971 Chair ~ � OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY ® 54375 State Route 25 JAMES H.RICH III Q (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR couff`I,� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 9, 2016 Mr. Paul.Pawlowski P.O. Box 783 Mattituck, NY 11952 Re: SEAR Classification & Set Hearing - Hudson City Amended Site Plan Application Located at 11600 Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 8, 2016: WHEREAS, this proposed Amended Site Plan is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a Use Variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Type II Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, September 12, 2016 at 6:03 p.m. for a Public Hearing regarding the Site Plan entitled "Hudson City Savings Bank", prepared by L. K. McLean Associates, P.C., dated July 12, 2006 and last revised February 3, 2016. Hudson City Amended Pae 12 August 9, 2016 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/Mailing, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, September 9, 2016. 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. Very truly yours, Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Adiacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for an Amended 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#122-3-17.1; 3. That the property which is the subject of this application is located in the B/R-40 Zoning Districts; 4. That the application is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres. The property is located at 11600 Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., 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 following these steps: a) Go to the Town of Southold website www.southoldtownny.gov; b) Click on Weblink located on bottom left of home page; c) Click on "Planning Dept." folder; d) Click on "Applications", then "Site Plans", then "Pending"; e) Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: carol.kalin(c_town.southold.ny.us, 6. That a public hearing will be held on the matter by the Planning Board on Monday, September 12, 2016 at 6:03 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: Paul Pawlowski Date: 8/9/16 Notice to Adjacent Property Owners Hudson City Amended 11600 NYS Route 25 Mattituck, NY SCTM#1000-122.-3-17.1 1. 122.-3-1.4 2. 122.-3-6 3. 122.-3-18 4. 122.-3-19 5. 122.-3-20 6. 122.-3-21 7. 141.-4-40 8. 141.-4-41 9. 141.-4-42 10. 142.-2-16 ( r FOR PCL NO. Revisions try SEE SEC.NO.114 SEE SEG 09-11-96 1w° C�?2'` ,°° SEE SEC.NO.114 t14tMIM SEE SEC.N0.114 10-09-97 RS`ri 11-12-97 N 702e82 MATCH--- Z--__LINE MATO _--,2? LIN FOR PCL NO. =N MMOD 04-24-98 , a, 2-5 .ss es �% S� T #' wo SEE SEC.No. 07.28-98 2.4 633 01-21-99 04-07-99 2.OA (TOWN OF Sounrotn 5? SA �O \ ,,, 161 $i OA a S FOR PCL NO. 08-26-99 ,l0 5.2 1• SEE SEC.No. 10.04-99 DEVELOPMENT RICIM) q n 9 I ® l3 11412-019 I 12-20-99 01-04-0i O a o •m 1NDRM�.1 ` 15 �. w p n, w 2 m , e a w ° 2n 1.0 ,A 03-15-01 2.tA(e) 822-01 23 11. � 16 w' II Z 01-02 . 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J a 01.30-13 I '� ♦d E LEGION / 38 , ,Rp,w (�'1 'COUNTY OA 77 02-1413 I -9*rye d` � >tF 7 a 36.1 48 J SUFF b 9 q 10.1 g 36 Y s 07-0113 a° �!. Q $ 3 1Lit « 12A(c. 08-22-14 I 4► ey p ?. a` s b 37N4 / \\a 10 m 47.1 ' 41 FOR PCL NO. __,,��`aa0 b 6 5 � i ,�J 1.9A� 13.7 me 1 �J SEE SEC.NO. � F a• RS€4 // b`9 L 1'W 's4 34 42 ya 121-05004.5 33 '`6 a 1p" 11. 23.4 I +� • `ZP $, `e � / _ � e J10 ,6 a 23.5 �, • e 1 e ry �, ♦� ,e e 4// 1Bg r ,� 1 { 7.18 1. `qP Z 12A� 7 N 221 /` \ 5 23 24 25 $ I y4 7-%A // 1.01 \\ (T ® \ m 4� `2 / 713 SUFFOLK COUNTY � /5.tA(c) WATER AUTHORITY 'y\ O -N11 44.2 'f?� 3.0A(c) I 25 !1 // /C 720 7.14 1� 10.4A(c) �, l . 13.8A(c) • \' 6 o ► TOWN OF ,m• e f � m 1s ( I 9 / O E o SOUTHOLD a-k y � 15 5v aP 11 �a4i �. C� ~ Q a \ 723 1?A ,m C� 6.6 6 725 94 e FOR PCL NO. �, '1C ` 1.SUc) SEE SEC.NO., db O 121-05005.1 8.7 7 62 1.0A(c) 51 AA � r 3Z c\ L 1 A ora M FOR PCL NO. 9�1 SEE SEC.NO. +y ,a• 1xm-oaole a N299032 '� ' ---- UNE / . MATCH --_-- _-__--�______________ t4ATCN-Z• uNE O ` R 's SEE SEC.NO.126 '�1.4ty Q��' NOTE:AN APPARENT OVERLAP CONDITION EXISTS WITHIN BLOCK 06 BETWEEN PARCELS 35.4635.8 L ��w„� �a.++.•uN, �� __--__ NOTICE t300r,,.j� COUNTY OF SUFFOLK © E 142 122 TOWN OF SOUTHOLD SECTION NO E ,...��ao.a�. ....i.,¢srw.. 21 O ,r.ta.,a,a. --•-- ¢w..nww u» --"-- a,e:wllm.l,c r,xiaww,aa,wcls: -Zz- ) �w 2 aoon „R aewe¢ 1WNTE,MNCE,KIERAT1oN.SLE OR Real Property Tax Service Agency Y C1` ¢ � n W��OI..is Uw• --w-- KYa yy�.. -.e:T-- ,,,V! �', ,MMIeR DSTRiOUTONOFAN RTIONOFTIE 14J NLLACE OF E -..i-�. --- ow aewe* s o..e u. -- --.- „wp"'�--^-- su.we CUFF«RIDueTn TNc mawis PRONOITED County Center tiivefheae,NY1t807 M m 122 L` eKleC N AfT: N vgrtT¢a r¢wwwaeJw os Tr¢ P 1M parq,Cr no 1000 PROPERTY MAP v 03.17-99 02-10-00 12-29-00 N J07 582 W 12-13.01 NIMSat 03-17.03 05-13-03 L� 12-08-04 05.18-05 04-2&05 -05-08 09 28 018-1 09-26-13' F 02-11-13 ]] S�/yg4/q ' 27 P71 In l 0 4 q� " s --__ z9.2 � e 4 q 2.6A(c) `I oy R ]U� 79 O9f + YA 4 0 a 29.3 ° J 1.2A + P 'b e' 4► e / WESTPHA� 3z.t � 5a,' ► o ° e /`�: LIA �' ST � '' � � • � a � � n) ¢' 2t Ate. + (YacwletA) + ° ,�► C. +"�ry �i � ?? 3] ]0 b 38 w a. '1.33 't B 9 A 34 t 33 �- • �pt� yy 5,1 35 ? A / o SpJ -10 A 1010 0* 315ON l \ J� 9 ST 21.7 1 AA ��d 1 � d's ,,. P E � 21.4 '� • a 20 0 19 pF 32.2 -3 2AA • 3 +r d ° MATTRUCK 'y e 5 21.8 » N� PRESBYTERIAN ' 9 31�' •» ON "P 1.2A ftp T` SOJ 32.4 a CHURCH O m w C� / 00 33 a § a 14 ,.a 13 1T O O 9 t} i.OAc s y ttenwn CEMETERY n 9 cl i0 13 14 11p1 ,3 •» MATTITUCK 34 y PRESBYTERIAN / V • NIPPLE 11 1 .np C'' 12 / $ 22 CHURCH a 9 10 `� ! I P '35 P p R � p 5 5 8 o lNp SN 4° '0 ar / 4 38 ' r 37 r y p5.L d y P Ia t 39.3 V FOR Pct_No. 9® ` $ / 4' r ~ SEE SEC.NO. r , 39.1 Apo d + 9 12-02-0Ot .a .1 4 2 0 MATCH -2Z LINE `e •l 10 8 a •" 53 SEE SEC. NO. 142 FOR PCL NO. SEE SEC.NO. Q r tat-01-027 t Q- r G\� N 302.682 » s N 30ZU2 EL ^.owN wawa. sAaaowuw A ayd uti, —_____ sawsarne L: --sorr-- rMs.IwwrLa — anr7nn oTrcAWu.AUEwPERtus l',T © K 1. 176 TgYN OF SOUTHOLD SECTION NO IIwel..v.,..o —ZZ— s„m.I.e llbw7fy.. (21 —N ) �.a.eT. ——,—— � � ——A—— nEFouowNcos acn: NOTICE rau;` COUNTY OF SUFFOLK O u>nn R SEVER WnRI WVNTENANCE.ALTERATION,SKEOR ,? ' Real Property Tax Service Agency E E ------ 0.7 o.�.w�. R w.w o..e L:. ——'"—— N.wel v...,L.» ——NST—— N a..,rs.w. ' SAN.o..+.Iw o ca.+r... -- ——`—— nRE In NroRANr TyN 0lwbl�,. A�Ye�niti--a-- tM'in � xATEn dSTRIBUTX2n OF ANY PORTION OE THE KLUGE OF _ _ CountyCenter Riverhead,N Y 11907 SUFFOLK COUNTY TAX—PIS PROMI&TEO �2 `\�• I7I , 141 D °ij1�" n or 7,e 12.1 A(eIw 12.lA T.r,W --- ,M� --,-- wNrr ua.,e t..-- -- A+.mIAAr.R ]t wAs MRA wTHOUT YRITTEN PERMISSION OF TME +� y Iw o WFEETIM A dSTRICT NO 1000 CW c+Iuwe,7Yo 12 t A(c) v."V+ ----- w..M1MyLw —S— REAL PROPERTY TAX SERVICE AGENCY Sy P ID I72 to CONVERSION¢ATE Aw Ba.2013 PROPERTY MAP Revisions 03-1501 01-09-03 04-0506 N 70]082 w N 700 082 SEE SEC.NO.141 PJ4 ` MATCH--__�--_--_ 7 —L7 LINE A 'p FOR PCL.NO. \9 ��1 y SEE SEC.NO. y i 141-03-046 p a z q P ZG i 8 a 41 • n tb X61 1� } ti ,OPS°, p y P �i i ^4 \O� ,C •b 9 15 0 b O,A O' a 0 lb e tiY NO, 4' ` SSC{' p 01 9 y �y0Ea P e i • OS'Ct' S�. i <' 0 ry p O p P0 J y a 1 01�� r� e� 9L F r` A \ cbe / 9 e. % , e 9J / / N301,02 / N 701 182 L "—m.t,e. "" ew.tr.. ------ Ea.uaru u+ --°�•"-- w«+.ormia. --"-- t.acn°R1"'"�n�°'�•"a"n0"E"'�' NOTICE oaam COUNTY OF SUFFOLK © K TOW OF SOUTIOLD SECTION NO E —ZZ'— --•-- oww --"-- NtE w,�«tNe raueww osmctE E °"'d —'' "" °"""""' 1211 "^"w°"' __ �" a Real Property Tax Service Agency y MV"TENIINCE.KTEMiiON.BILLE oa .w o ..rte.. moi-- " 0S"SUTOwOfANVPO"iONOFiEe a �t,�OF 142 N %. �--- T1Ut N"V IS Pwo"IdTEO County Gontef Rlvertwa0,NY11801 M to ECµE w fEEr. O .� za w �a.�Nalw�a.+� ••� --- uwrw --.-- a..w.r.--wv-- .r.r<wnw_�C i"OVivwiiiE"oEar��SSgN of i"i P psiniCi"o 1000 PROPERTY MAP NAlfi!+r1Mti+1'.:.'�i&:a�?3�• �:e ----- —— —— - ,* �' a.w. -:�«•ee'��;:.wt;�th�., .. -- y- - ..n:. r,•i.��y;,,e• •.Sili"'M�+aS'12ts+9%�?�tYr�tr-2+`�':_ trc_ a.�.,r.'tr�.E+'^�a'.aa� -'�: 1 •.I .� _—..._.._;.:a:.s._....�: v.�e:^...e.�,_�"'�ee..��_` - ".�:',�`+K--'- ..��xv_-.s= —`` '—.-.�,�,,��a:�,.- - ...�._�:ti,:�]?n'�'rt�t?1'z�.'s'+..nF.e7..,.f�%'a3i,S3�'� '• r �- ` '�4�`,m"��i+" �,d;�'"` - -,..... -- AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 9/9/16 **************************************************************************************************** Re: Proposed Amended Site Plan for Hudson City SCTM#s: 1000-122-3-17.1 Date of Public Hearing: Monday, September 12, 2016, 6:03 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 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 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 less 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 which abuts and every property which is across from 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. 1 BEACH LAND DEVELOPMENT CORP . HUDSON CITY AMENDED SITE PLAN 1000 = 122 =3 = 17ml This proposed Site Plan is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1 ,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1 .9 acres in the B/R-40 Zoning Districts. MONDAY - SEPT. 12 , 2016 - 6 : 03 P . M . " J" Submission Without a Cover Letter p JE11 '' G Sender: PQLkA p'QW 1av� � n Raining Board Subject: l� SCTM#: 1000 - a a - 3 I Date: (D Comments: UpJ(- f)(), �,kRn C CLI C LC cJYI S PI avlo� M: azMAILING ADDRESS: L ANNING BOARD MEMBER DONALD J.WILCENSKI S P.O. Box 1179 ,u Southold, NY 11971 Chair y OFFICE LOCATION: WILLIAM J. CREMERSTown Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III v " (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR COU webs Southold, NY Telephone: 631 765-1938 www.southoldtow-imy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 26, 2016 Mr. Paul Pawlowski P.O. Box 783 Mattituck, NY 11952 Re: Hudson City Amended Site Plan Application Located at 11600 Route 25, s/e/o Pacific Street & NYS Rt. 25, Mattituck SCTM#1000-122-3-17.1 Zoning Districts: B/R-40 Dear Mr. Pawlowski: The Planning Board reviewed the Site Plan Application referenced above at the July 25, 2016 Work Session and found it incomplete. The following must be submitted to make the application complete: a. Revise the parking calculations to show the correct totals. 78 stalls are required by the Code, not 76 as shown on the plan. Parking calculations must be rounded up to the nearest whole number. The calculations on the plan were rounded down so the required parking figure was two spots short. b. Provide renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code. Once this information has been received, the application can be found complete for review, referrals to other agencies will be sent, and a public hearing will be set. Please feel free to call with any questions regarding the above. Very trul yours, 11eatl r Lanza, AICP Planning Director 1 1 Southold Planning Department Statr Report Site Plan Application Work Session — Completeness Date July 25, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Hudson City Savings Bank amended Applicant: Paul Pawlowski Date of Submission: July 7, 2016 Tax Map Number: 122.-3-17.1 Project Location: 11700 Main Road Hamlet: Mattituck Zoning District: Split— B / R-40 II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.93 acres (84,142sf) Building Size Existing 3241 sf bank and 9500sf medical office building This Amended Site Plan Application is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts. III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis A. Approved a. Two —story 9,500sf office/medical office building; b. One — story 3,241 sf bank; c. Photometric Plan provided and approved; (there was a decrease in the amount of approved exterior pole light fixtures) d. The plan includes a cross access easement to the property to the east and an area for a proposed future cross access easement to the west; B. Bulk Schedule: B Zone L, Required Proposed T .. (...... .....�.) ... k Front Variable 100 52 5 , 81 ban ) Side (W) 25' 17'-4" Side (E) 25' (50 combined) 43' 5" __....._ _.m........ ....... . Rear 35' > 35' 1. Lot Coverage i. 30% maximum ii. 15.8% proposed 2. Landscape Area i. 35% minimum ii. 44.3% proposed C. SEQRA — Unlisted; on October 20, 2008, the Southold Town Planning Board, acting under the State Environmental Quality Review Act 6 NYCRR Part 617, performed a coordinated review of this unlisted action and as lead agency, made a determination of non-significance and issued a Negative Declaration; D. Zoning Board of Appeals (ZBA) on October 10, 2008, the Zoning Board of Appeals granted area variances and a special exception to allow accessory parking in the R-40 Residential Zoning District subject to the following conditions: a. Land bank parking on the east side of the rear parking lot buffered adjacent to the residence and **place blue stone on the remaining residential portion of the parking lot (except for handicap parking).** Staff: **the current proposal is to provide asphalt pavement in lieu of the gravel parking surface (referral memo to ZBA) b. Lighting to be shielded to the ground in the parking lot; B. Proposed: a. Convert the interior of the approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor containing three (3) medical offices; b. Original Parking calculations: i. Bank: 33 ii. Office building: 40 iii. Required: 73 iv. Provided: 63 with (3) land banked stalls and space for 10 queuing parking; 2 c. Proposed Parking Calculations i. Bank = 1 per 100sf 1. 3244 / 100 = 32.44* or 33 stalls required (incorrectly shown on site plan) ii. Multi—use building: 1. Restaurant = 1 per 1 00s or 1 per 3 seats (whichever is greater) a. 1200 sf/ 100 = 12 stalls required b. 16 seats / 3 = 5.3 or 6 stalls required 2. Retail = 1 per 200sf a. 3550 /200 = 17.75* or 18 stalls required (incorrectly shown on site plan) 3. Medical Office = 5 per physician a. 3 x 5 = 15 stalls required iii. TOTAL = 78 stalls required (site plan shows 76 required — see below) iv. 66 stalls proposed (including 3 land banked and 4 ADA) STAFF: The site plan shows a required total of 76 parking stalls. The parking totals for the bank and retail uses (*) were off by (-2) because the total was not rounded up to the nearest whole number; C. SEQR: Type II (no variance required <4000sf of proposed construction)— classify at August 8, 2016 public hearing V: Staff Recommendations 1. It is recommended that the application be found incomplete for site plan review with the following information to be submitted immediately: a. Provide the amended site plan application fee of$250; b. Revise the parking calculations to show the correct totals as described above; c. Provide renderings and dimensions for all proposed exterior signage pursuant to §280-80 of the Town Code; 3 2. Once this information is received to the satisfaction of the Planning Board it is recommended that the application be found complete for review without having to go back to a work session. It is recommended that referrals be sent to the following agencies once the application is found complete: a. NYSDOT, LWRP, Town Engineer, Town Board, Mattituck FD, Fire Marshall, Code Enforcement, Building Department, SCDHS, ZBA 4 Southold Planning Checklist for Site Plan Application Completeness - Section -133 Project Name: Hudson City Savings Bank Amended Completed by: Brian Cummings Date: July 25, 2016 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B Not provided: below. Editor's Note: See now § 280-138, Fee schedule for X $250 flat fee site plan applications. (3) A completed environmental assessment form. 4 (4) Nine copies of the site plan. 4 (5) Four copies of a property survey, certified by a licensed land surveyor. 4 B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. 4 (b) The name and address of the landowner on record: 4 [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the 4 applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all Waive: use GIS adjoining lands within 500 feet, as shown on the latest X and aerials tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. l Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. 2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, 4 escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. 4 (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the 4 site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. 4 (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and 4 aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, Waive: use GIS including curbcuts, within 200 feet of the boundary of the X and aerials subject property, 2 Checklist for Site Plan Application Completeness I Southold Planning (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures.. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in Provide accordance with applicable sign regulations. X renderings / dimensions/ location (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) �l and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, July 25, 2016 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Applications Project name: Pro Ro & Johnson � �� Henry'sLane a# ro001067-3-10, 74-1 2 Location: 55 Dickerson Street & 2730 Hen ertson ry' approximately 2,690 feet north ®. of County Route 48, in Peconic Description: This proposed Lot Line Change will transfer 0.46 acres from SCTM#1000-74-1-2 to SCTM#1000-67-3-10. SCTM#1000-67-3-10 will increase from 0.24 acres to 0.70 acres, and SCTM#1000-74-1-2 will Zoning 40 Z o 0 acres in the R ong District ... .. .. decrease from 0.46.acres .. - m .. ..-. �-. e. nding.. m.._....... Attachments: Staffiewee endorsed Cfor � Action- ... Re. .. _ .. _..... &Rs and ..R_ p .. .,... - ..... Prosect Name Hudson City Amended ` SCTM#: 1000-122-3-17.1 Location: 11600 Route 25, Mattituck Description: � f This Amended Site Plan �����pp � p ��� . _. hiApplication is for the proposed use change of an approved two story medical office building to a first floor consisting of a 1,200 sq. ft. restaurant & 3,550 sq. ft. of retail space and the second floor'. containing three (3) medical offices on 1.9 acres in the B/R-40 Zoning Districts. Status: New Application ... .... . Action; Review for completeness. . - ._.. Attachments: Staff Report Location.ame S Route 36660 NYS 25, 270' s/w/o Sku nk Lane &1NYS Rt 25, 1 Cutchogue Description. This Site Plan is for the proposed outdoor retail and wholesale sale of nursery products with an 8' x 10' (80 sq. ft.) sales office and 10 parking stalls on 1.48 acres in the Limited Business Zoning District. Status. New Application ... . . Action: Review for completeness. a_ .... Attahments: Staff. Reort _ Submission Without a Cover Letter S�bp E C E 'l V r ..w Sender: �Q�..� PQw16 YWLA J11, ' 0 1.1���1J LJl PIriuku Subject: .�. SCTM#: 1000 - Date: -7 /2D/ I �Q Comments:. 2-5-b Planning Board: J U l_ 0 7 2 01 June 2016 �Pr�u�c�6� Subject: 11700 Main Road Mattituck aka Hudson City Location To Whom It May Concern: I would like to submit for the following change of use for the second building at 11700 Main Road Mattituck. The building is a two-story building with a footprint of 4750 square feet and a total square footage of 9500 square feet I would like to break the uses down as follows. Please note that these "uses" are allowable by code for this property and area of town. The main reason for the change of use is because standard office space is something not viable or even rentable. Please also look at floor plan,which shows the different areas 1200 square foot of wet use first floor 16 seat restaurant 3550 retail use,which is the balance of the first floor 4750 square foot of medical office which is the balance of the second floor and would stay the same as originally approved With the following"use's nothing will change on the approved site plan at all, all previously approved items on the site plan will stay the same,the parking, drainage, etc will stay the same . The Septic system will not change as the flow still allows for the change of "use" and falls under the gallons per day that the site allows. Allowable gallons per day are 1158 gals per day and the above uses calculates to a total of 1001.5 gallons per day. We have submitted to SCHD for the addition of a grease trap and we do have the proper set backs required for that. L-1 � �' ��0f5 PARKING CALCULATIONS � � ,�� irig Board,. PROVIDED SPACES (66) BASED OFF ORIGINAL APPROVAL OF MEDICAL 0 AND BANK PARKING REQUIRED WET USE RESTAURANT: (12) 1200 SQ FT WET USE IS 1 SPACE PER 100 sq foot BANK USE (32) 1 SPACE PER 100 SQ FT 3200 SQ FT IS 32 SPACES REQUIRED RETAIL USE (17) 1 SPACE PER PER 200 SQ FT IS 17 SPACES REQUIRED MEDICAL OFFICE (15) 5 SPACES PER DOCTER ASSUMING 3 DOCTORS TOTAL SPACES NEEDED 76 TOTAL PROVIDED 66 HOWEVER THE BANK RQUIRED SPACES IS A LARGE AMOUNT OF SPACES REQUIRED AND IN REALITY NOT NEEDED . All the "uses "we are proposing are permitted by code, we have not changes to the site plan however we do ask you to consider that we are allowed to change the rear parking lot from previously approved stone to a finished asphalt coating,. There is no change in drainage and the drainage is installed and this is more of a maintenance and safety concern Thank You Paul Pawlowski E, C.. . SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM ��` ����' Site Plan Name and Location Application Date: /tea ��� Site Plan Name: ,,� � .. Suffolk CountyTax Ma #1000--..—� p - - . Other SCTM#s. Street Address: w ' Distance to nearest intersection: '✓`'� _. _. ... Type of Site Plan: New Amended_Residential Zoning District_.. s Owners/Agent Contact Information p . Please list tante, incglt clt is, and lion ,numberr r�the e le below _ ...m Property Owner �, � Street . 0 el � ........... _.... � _...�,.�� City.... Home Tele phone..._ S '' ,/. Other _._ Applicant ..... Street Ci,t. _...­...... .. ... ........ Home Telephone _ Other ___ _r.... Applicant's Agent or Representative:� _�._..... ' Contact Person(s) Street City— State dip Office Teleplimic -,- Other_ . .. *Unless otherwise reclrrested, correspondence will be sent only to the contact persoti noted here. Site Plan Application Form 2/18/2010 Site Data �0� Proposed construction type: New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: f7 ac,./S(j. Site Plan build-out acreage or square footagec./sed. ft. Is there an existing or proposed Sale of Development ro the on Rightsproperty? – ......�_ g p perty? Yes m No If yes, explain. Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y 'IT If"yes", explain(and attach any necessary documentation–title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No X If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: 4 � List all proposed property uses:, M Other accessory uses: m %� __...._, _....._ mm w.........�.. ,. ... Existing lot coverage: —__� e?e Proposed lot coverage: 5-� Gross floor area of existing structures) Zcl. ft. Gross floor area ofproposed structures) Parking pace Data: #.o...f. existing spacestw,#of proposed pages _ cing Berth Yes No .�e A,. ..–.. .,,,. _... � ... ... � Landscaping�� �Details �f xisti,, lwid :apc coverage—, Ia�Proposed laridseape c creap .% Wetlands: Is this property wrth�n S00' of a wetland area? Yes o Maybe_ I, the undersigned, certify that all the above information is true. Signature of Preparers "� - �.�. Date._ 2 Site P1an.Applicadon Form 211812010 Southold Plan nin De artment 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: ._ w.. ..__ ...... __.... " l 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 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 tlae Town of Southold? "Relationship includes by blood, marriage or business interest. "Business interest"means a business,including a partnership,it,which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or enaployce owns more than 5%of the shares. Yes No 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 � µ Sigsaataar ; Print Disclosure Form APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK being duly sworn, deposes and says that he -. m resides at " in the State of New Yand that he is the owner of the above property, or that he is th r)r�, e of the -p u � .. .... ..._. . _ ..... _....�_ . .... (Title) (Specify whether Partnership or Corp.) which is hereby making 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 Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed _mow. ­ � � .... ._.. Owner Signed_w........ .. �........... (Partner or Corporate Officer and Title) Swam to ine this " µ Notary Pubhca.....� _ MELANIE NOTARY PUBLIC,State of New York No, 01 D04634870 Oualified in Suffolk County Commission Expires September 30,w l� 4-1 L0,AT (-5C FORM NO. 3Fr TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. Qaafl��rmdr° NOTICE OF DISAPPROVAL DATE: June 27, 2016 TO: Pawlowski Inc. PO Box 783 Mattituck, NY 11952 Please take notice that your application dated May-26,2016 For permit to change approved building use from"offic,,,,,e,,,,,',,,',,,,to"retail"at Location of property: 11700 Main Road, Mattituck, NY County Tax Map No. 1000—Section 122 Block 3 Lot 17.1 Is returned herewith and disapproved on the following grounds: 1 Gad l lgaplr��,ai,.ch arr l--ill use,.� ��Yhc SI(C, jl,jI<�1�,1�rovirl 1aoI'lI 1�1_ac ` olttllold'I carnia lIlwad"aaaialg.Ilo ardl Cc: File,planning TOWN OF SOUTHOLD BUILDING "RMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do y nave or need the following,before applying? TOWN HALL Board of Health-,,,,, SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120_ Single&Separate Storm-Water Assessment Form Contact: /0 Approved —.20 Mail to:.,1)4 Disapproved a/c Phone: Expiration,_..................................................................................... 20_ PEEVE Buting M AY 2 6 2016 LICA TION FOR BUILDING PERMIT Date---.. 20_ BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways.` c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in buildin. necessary inspections. 01 e- )"Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ....................... Name of owner of premises Lf" DP—cD caleP (As on the tax;0 11 or latest deed) Ifapplicant is a corporation, signature of duly authorized offi (Name and title of COTP officer) _�6 Builders License No. Plumbers License NO. Electricians License No Other Trade's License 1. Location of land on which proposed work will be done: House Number Street Hamlet / - z nyq 0 County Tax Map No. 1000 Section Block Lot Subdivision .. Filed Map No. � 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occu.pati.cy 3. Nature of work check which applicable):ND ��to tTiidit tion Repair—,--,,,,,,...—Removal - Other Work "�, g Addition Alteration "'- (Description) 4. Estimated Cost .'5"-5,.� .. .._ ( m.._._ .. To be paid on filing this application) 5. If dwelling, number of dwelling units_ N 4�,er '1'dwelling units on each floor If garage, number of cars � � 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if "'rout Rear Depth �w Height umber of Stories Dimensions of same structurewthht actions or additions: Front " Fer..�r Depth g Number'pf Stories'µ 8. Dimensions ions of entire new construction: -: o Rear � Depth Height f Stories 9. Size of lot: Front bear Dept[i 10. Date of Purchase—,Lib,` ib,` �%'/ Name of Former Owner Z 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES Nq fill be removed from premises? YES NO 14. Names of Owner of premises Address (drone No Name of Architect rr _ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO,----' " * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED, 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or bel,ow`'must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to",thi"s property? YES NO� � * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) " , being dulysworn, deposes e oses and says that(s he is the applicant tame of individual signing contract) above named, CON(Votary isBUNCH (S)He is the� �.,� ��. ._ ate of New York (Contractor,Agent, Corporate Officer, etc.) Quafflecl in Suffolk County Commission Expires April 14,2a of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;, and that the work will be performed in the manner set forth in the application filed therewith. S arri to before me this day of 20 Notary Public Signature of Applicant May 2016 Subject: 11700 Main Road Mattituck akas Hudson City Location To Whom It May Concern: I would like to submit for the following change of use for the second building at , 11700 Main Road Mattituck. The building is a two-story building with a footprint of 4750 square feet and a total square footage of 9500 square feet I would like to break the uses down as follows. Please note that these uses are allowable by code for this property and area of town . The main reason for the change of use is because standard office space is something not viable or even rentable. Please also look at floor plan,which shows the different areas 1200 square foot of wet use first floor 16 seat or less 3550 retail use,which is the balance of the first floor 4750 square foot of medical office which is the balance of the second floor With the following"use's nothing will change on the approved site plan at all, all previously approved items on the site plan will stay the same, the parking, lighting, drainage, etc will stay the same . The Septic system will not change as the flow still allows for the change of "use" and falls under the gallons per day that the site allows. Allowable gallons per day are 1158 gals per day and the above uses calculates to a total of 1001.5 gallons per day. We are not seeking a variance we are seeking a change of use from what was preciously approved for this site plan. All the "uses "we are proposing are permitted by code I have submitted application to health dept based on the above as well Thank you Paul Pawlowski FOR INTERNAL USE UNLY P LAN . . TERMINATIOJUN U 9 2016 rritial C efierminatiot;; Boir ' la�Autinzg .,. ..._..��. �' ...w.�.�. Date �Sent _. .._� .. .. Date: _� ..__ .....�- . Project Name _ Project Address: �CS - .�1 Zoning Suffolk County Tax Map No-A 000�- District. ti Iec sae st uildin Po+► tt App iicr iron and 3u , :o tt _m i docurne,ntation a� to N Copy of B Building he suian'titted.) pry h'o w cid use or ruses sho�rlri 1nifial Determination as to whether use is p ermitted,, _... a nation as to whether site plan is required:_ . . Sqr.nature o .. o I �. u�iiding nsp �... JUN 2 2016 tit ( f 7 I�'. �) ..pate of C0t11n'�c�nt Cs� Date R .. r�onirruc� evy- ��ts:�. kiviewer���� S'lg� �tr,�re P n� Dept. Staff Re..�.�-...� 1�ii� l �eterminaion. � . �. Decision:-,.) 41,�,,. �..� c..��,ahirP of Riiilclinofn-q-n ror FOR INTERNAL UNt_Y � � A. �w Ell SITE PLAN USE DETERMIN TIO _ �- rm�iual Deteon Date �gym. � I��t�. I Name ..�_A� J „ Proje r f - Project Address:___.. 22 _ = zoning Distr:iGt Suffolk County Tax Map No.:"�000-=_ Re ues � _ .� ... .. ... m t _ rt Alapl atlor� and _ to rtin Ccs � of l3uii�:ilr1c"i P 1171"� �u.Ppoting do �rrr�eh�tatiorr a� �� ( ote: proposed osed 11 err � sc.,;,; �ahOUid I: e., �;tt-ar��jllted,) -initial Determination as to whether use is permitted,- _ . • whether Dete. .. r site plan is rrull e� ..._ Initialrrninatlon as to Slgna �rng Lnspector� tul O ent P.D.) Referral: Planning Department ( P.D.Hate Received:_A ?. - ... . .. D ate of VN Cotl1renl; _ .. I x. C+errlrnent .. v. ° _.. . _ Sid atu , lana ng Dept-'Staff Reviewer F i n a I DeIt:erilnation Da __.�.�..._..... Decision: �..� . rP ()f Niodina Inq. e..,.,afi�... �� nP-tor May 2016 Subject: 11700 Main Road Mattituck akas Hudson City Location To Whom It May Concern: I would like to submit for the following change of use for the second building at 11700 Main Road Mattituck. The building is a two-story building with a footprint of 4750 square feet and a total square footage of 9500 square feet I would like to break the uses down as follows. Please note that these uses are allowable by code for this property and area of town . The main reason for the change of use is because standard office space is something not viable or even rentable. Please also look at floor plan,which shows the different areas 1200 square foot of wet use first floor 16 seat or less 3550 retail use, which is the balance of the first floor 4750 square foot of medical office which is the balance of the second floor With the following"use's nothing will change on the approved site plan at all, all previously approved items on the site plan will stay the same, the parking, lighting, drainage, etc will stay the same . The Septic system will not change as the flow still allows for the change of "use" and falls under the gallons per day that the site allows. Allowable gallons per day are 1158 gals per day and the above uses calculates to a total of 1001.5 gallons per day. We are not seeking a variance we are seeking a change of use from what was preciously approved for this site plan. All the "uses "we are proposing are permitted by code I have submitted application to health dept based on the above as well Thank you Paul Pawlowski IT 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 including 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 will be evaluated as to its significant beneficial and adverse 1 Ls uMi the gpa tal area,(which includ es grl of Soutl,olc- ow 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. "I'lrrs erclr arrswcr° rnrrst be e1'airretl irr elctsil listin both srr aor°tirwrrcl non- supporting 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 2zDv v d 7 r-) o PROJECT NAME The Application has been submitted to (check appropriate response): cc Town Board ❑ Planning Board E�—Building Dept. ❑ Board of Trustees l 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital , construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extenf of action: ...................... Location of action:—//76 D Site acreage:, Present land tise: Present zoning classification: 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 a licant: _-� q (b) Mailing address: AD 1-e;�)x 70'.3 ZOWZ iZZ;9� Az�-4 (c) Telephone number: Area Code (d) Application number, if any: mIT_ITIT Will the action be directly undertaken, require funding, or approval by a state or federal agency? YesEl 1' 'o/< If yes,which state or federal agency? .....__ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ..... No Not Applicable Attach additional sheets if.. _ �,__�.w ..�. ... .,.w .. . ....., � .......�...— necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through G for evaluation criteria ElryryYes D No .%"pplicable _...W�_.........._.. .... _.�....... ............ ..... ............. 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 Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria El Yes 11 No No(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 El Yes m No of 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. 0 Yes [:] No Not Applicable __ ......_..� _ T _...� .._._ .......... 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. 1 ' Yes ❑ No Not Applicable . . ............ necessary Attach additional sheets if nece �� Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Tot Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. F-D"t Yes❑ NoApplicable 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 III—Policies; Pages 47 through 56 for evaluation criteria. Yes 1-1 No [ 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 III—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No,RNot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. El Yes ❑ No[A�Not Applicable Attach ditional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; ages 65 through 68 for evaluation criteria. Yes No -ot Applicable PREPARED BY . � ' m...... TITLE_..lrw'-c —,,,— DATE Amended on 8/1/05 Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional infonnation which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project.and Sponsor Information .....__. ....._.. .... .-........... � ��__. ....... Name of Action or Project: ........... _ ............ w Project Location(describe,and attach a location map): ........... ............ Brief Description of Proposed ro osed Action: c[-(-�Y�'Ge �._... e c N l�La D 2 `� S''�-''( 'T `Q ta lis i tiL��2 cc-Ht�6' o LILs� Name of Applicant o�p�on'� � Telephone. (p3L_4,�S- _�3 0T( CJ�p �L n�f` IWoE-Mail _.... _ ........ ....._ Address: City/PO: State: Zip Code: .... .........__ � � 1 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 9 El may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the ro osed require a action re 'ermit ...... ...._. ................... .... p p q p ,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a. o T.....t.a....l........... w ._......... .. acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? —acres Urban ❑Rural(non-agriculture) near the propos .. . .. � � 4. Check all land uses that occur on,adjoining�rrrc'l� proposed d�rctiorw. ❑ ( g ) (,; Industrial onirnerci al DResidential (suburban) ❑Forest ❑Agriculture ❑Aquatic ❑0(h r (Specify): ❑Parkland Page 1 of 3 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? 1:1 El b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? .......... ......... ............................ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YESmm If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES .ak b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ............. ......... 9.Does the proposed action meet or exceed the state energy code requirements? NO YES . ............... If the proposed action will exceed requirements,describe design features and technologies: 'VI .......... ................. ........ 10. Will the proposed action connect to an existing public/private water supply? NO -_'VES If No,describe method for providing potable water: -—-___- ....................................... 11.Will the proposed action connect to existing wastewater utilities? NO YES . ...............-, If No,describe method for providing wastewater treatment: ITm Eg" 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES ' Places? b.Is the proposed action located in an archeological sensitive area? UF 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: ........................... ..............-...................... ....................... .......... 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: El Shoreline El Forest El Agricultural/grasslands El Early mid-successional 0 Wetland '_-E344r-ban M Suburban ......................... ................. 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? EIYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: E]NO ...... -----------...... . ............................ Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of N� O YES water or other liquids(e.g.retention pond,waste lagoon,dam)? X. If Yes explain purpose and size: ........ ,.� ...... ...... ..... ........m_ ... ...,,,,,,,.m.. 19.Has the site of the proposed action or an adjoining property .. ...._,_. p p � g p p rty been the location of an active or closed NO YES solid waste management facility? If Yes,describe: —. ...... . 20.Ha..�_.__.. _....................._ _ .................... Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste. If Yes,describe: _..„ „_ Pq I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: � � ..X-. �J Date._ ..... .... Signature: PRINT FORM ] Page 3 of 3 Agency Use Only 11f applicable] Project: ... ..,. Date: Short Environmental Assessment Form Part 2 -Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur proposed �_.—.._.----------------------------------- _.. 1 1 ... ......... ....— I. Will the ro osed action create a material conflict with an Dido��ted laud use �i�l«iii or�conin regulations? El ......... www .... . .. 2. Will the proposed action result in a change in the use or intensity of use of land? 3 Will the proposed action impair the character or quality of the existing community? 4. Will the propose actionhave an a Critical mental Area( .. ,.._,........ impact on the envronmental characteristics that caused the esta ment of CEA)? ... ......................... _ � �........ _. 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the ,ro proposed action cause an increase. � energy nrp ' p p in the use of ever and it fails to incorporate reasonably available energyconservation or renewable energy opportunities? ._. ..... ... 7. Will the proposed action impact existing: E a.public/private water supplies? �! b.public/private wastewater treatment utilities? 8 Will the proposed action impair the character orquality of important hiis�to..ric,w�archaeological, architectural ... or aesthetic resources? _ El 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, l waterbodies,groundwater, air quality,flora and fauna)? PF— l 10. Will the proposed p p Sion,flooding or drainage potential erosion, problems. .F:f 11. Will the proposed action create a hazard to environmental resources or human health? PRINT FORM Pagel oft Agency Use Only[If applicable] Project: 1 e Date: Short Environmental Assessment Form Part 3 Determination of Significance For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting, probability of occurring,duration,irreversibility,geographic scope and magnitude. Also consider the potential for short- term,long-term and cumulative impacts. � .... _ _.. Check his box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Officer in ...��—��. Print or Type Name of Responsible Of Lead Agency Title of Responsible Officer ........._..........Signature of Responsible Officer in Lead Agency Signature of .`........................................... ,,,,,,,...sp....,,'...............Officer)_. .. ' (�f different from Responsible Officer) PRINT FORM Paget of MAILING ADDRESS: PLANNINGI Sol, P.O. Box 1179 ��" DONALD J.WILCENSKI ..x Southold, NY 11971 � �''�, � Chair OFFICE LOCATION: WILLIAM J.CREMERS lu Town Hall Annex PIERCE RAFFERTY ��t 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR COOK Southold, NY Telephone: 631 765-1938 www.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: August 18, 2016 Re: Deferred Revenue The Site Plan Applications referenced below have been accepted by the Planning Board and the funds may be processed to Planning Applications Revenue Account 82115.10. Thank you. Applicant/Project Name & Tax mPP jMap # Amount Check Date Hudson Cit Amended 122-3-17.1 $250.00 & Oi 7/20/16 & 7/19/ _ /16 -Mattituck Car Wash 125-1-19.5 $250.00--144• 6/17/16 -Threes Brewing East 83-3-4.6 $1,150.00 7/29/16 JM A + v rII I �� g - 0 0 o W�l ,� ( & m j ASPHALT AREA cx , "" r I C.13.27 += a a r � Jy F � - 1217 C.12.97 �/m 1 G `J� Z I ;u WATER VALVE-,,,,e7' -WATER METER / +1'�Q � Z (� Tn '� o �UTY pp- RIM 11.7E . RIM 12.88k- j ^`i �1 ASPHALT �,f _�1357 CONIC. SIDEWALK B.cd= 11 10 _ i4PRON ' _.--. '� T.0 STREET G X 1 m -��+ 122¢ SIGN < / F $\� '� n ----, 122,7 �2.ao unu1Y POLE e.c -t3 SMF"P c �_ ,3 +11.87 RIM 71�318� __�v+�4 �- �+ASPHALT APRON _ - 13.00 ` µ► 14 ___`_�� � +"25 NYTi358 12.00 _`_._"_" r; UTILITY POLE + / - MANHOLE �- ____� � ` 15 ♦-- +12.12 � 12.1 JJ _ FlRE'+C� NYi�359� - - _....__ RIM 13 4 14 1241 HYDRANT ,' !' W RIM 1 8`7�, -1-1'('86- --f- 13.71~'_L____-VI , B B c 12z7oa OZ �� �� CONC. SIDEW_ -� � 1 '4 + W) DRAIN) 13 1?L7 IIIIIIIII 12.6r W RIM 12.84 _r POLE <>. SHEARED ROADWAY SIGN ASPHALT APRON ccT;r� POLE "_- DASHED DOUBLE SOLID YELLOW UNE + RIM ORIENTATION EAST NYi �36i `'��`--JjplpeLE DRAIN -�, YELLOW UNE _ \ Adgm ��-WATER VALVE � WATER VAL +13.38 NYi )362 RIM 120$ 1_ I--" DASHED YELLOW UNE {Szz WHITE ARROW 12.60 RIM DOUBIEISO D BASIN PROPOSED YPE M DRAIN 228SEE LEACHING RIMg WHITE UNE 13.06 12.808 �� + +1= BfI It ARROW LETTERINGIIIIIIIIIIII YELLOW UNE DETAIL (RIM EL=12.30) 0 ^/ + _- /�., 1 IX. WHITE UNE ___< SOLID I'll UNE _ 13.,8+ \- WHITE ARROW Z O WHITE ARROW 100' + + 100' -1= 12d`0 +"�- ` "' -' -� ... �., -}-� PROP. � /7) Z SOLID WHITE UNE .1. SOLID WHITE UNE \ CONC. CURB "/ WHITE DOTTED UNE __ +12•IQ cWHRE DOTTED UNE _N'I 13 AS DETAILED + '-ter 13.76 DRAIN ,�� LO + X X +13-94 C� "I"�149� 14 _ ... .,, _ __-_ 13 . � t f-4p RIM 11.34 +�` SOLID WHITE UNE * O + + � � 1110 .. RO 'n �� + WHITE ARROW 1J 9 i - ` - .f•11.50 WHITE uNe 0'-----�_ ASN =+:,w..... - CLEAN EXISTING BASIN DOUBLE YELLOW UNE �`-IXB�YEIIOW UNE WATER METS - J2M - �N Y S. E. 25� PUBLI WATER AS REQUIRED REA OF SHOULDER PAVEMENT RE-CONSTRUCTION 7'-0" IN WIDTH AND IN - A R/M1.1.0 dun ��--I �WERWAD WIRES t° 7.0�• - ; ; ; ; • :::;; ;:: ::: �IE uNE + FULL LENGTH OF SITE AND OR AT THE DIRECTION OF STATE ENGINEER MR. KEVIN MATTHAEI P.E. IX. WHITE UNE UTILITY POLE-_ RIM 12,6111a _.-,--, 12M .............. :.... .:........... ..... :... ASPHALT AREA GAS v i -�1Z¢4 t::; .. #- -- .-_::-.-,__..... _�_ ..._.._.- .:'::::.......:. ............�.......::::::..........................---. ..........- XTEND PROPOSED CURB AND SIDEWALK TD (STING DRIVEWAY CURB, -_ ALVE 71.9' ........... z ............ .. ............................................................... ..................................................... .. ELEVATIONS ARE TO RIM .. : ... ' .. 1'O:Q'. ..............R15.O :;.-:.- •:,.yam ::-:...­.::_0::-.OT­.- . .,, a,....:. . .:..............................s�D......�. ......................................... .... .... BOTTOM OF CURB GUTTER o i !! 70 ................ .. :........... ... _______. _w. ...... / CONI. 46 5 ::::.....:::': _:: �.:'.... :' :..... :': .'::::::. :..::. ::':::::::::..........,:v..... _ ................. ....7 Q• :':::. ...:::::::: : :: :': .= _ _ECFV TONS 13.37 MP TYP. SEE TYPE 1 CURB RAMP DETAIL, P. 124. I s<AB : 00 E POLE #407 ::::.. ....... -ELEVATIONS 1J ,3 11.2 +u¢� 12z AY .. .,... ..��:. ---�_ :::.t3 33 :. ::. '::::. ::::: + ---+ 0 :'.......:. ::: \ ... Y�... 4.':5.6':.00 :::: , HC RAMP .. > ?���g'9 PROPOSED DNC. SIDEWALK (TYP.) + E """"""' OVERHEAD WR 16 �1 20�� ( NAIL D TED .o :.:'.t-1 4$'.'::.':-:: oiR�OPPOSED CONC. DEWALK POLE X407 30� LE 10:0' ............ ...... .. ^' - 11I 41 +13.59 30' +14 1$.4 rOVERHEAD R 13_r. UTILRY POLE A E PROPOSED i -+ WHITES P LIN . _ STOP SIGN PROP. 11,P m, n � SPEE +� LIL It�'a� _ + ``13 GUY WARE 2 HC RAMP z UL /408 LIMIT C- WALK DIRECTORY � n SEE DETAIL N IVORY SILK TREE LILAC - 30 CAST-IN-PLACE CONC. CURB BLDG. III D v SYRINGA RETICULATA�iVQR fes\ SIGN PROPOSED I'l SILK (T�r� PROP• �, •O pc I G Ept TRANSITIONS 1:12 SLOPE 7.8 W PROP. TYPE L" w 4i i'' SIGN � SS CONC. CURB (Jl SEE CURB DETAIL 609-02 13.06 1 HC RAMP v. - AS DETAILED o ic) 1 STORY 36' N PLANTING BUFFER o STUCCO � I. BUILDING SEPTICS M #2A '� 8 -� + + o i N N u� + r T.C. 12.5' v � SEE SHOULDER R CONSTRUCTION m N % V DETAIL FOR PAVEMENT AND BASE W .°�'.. a • `� SPECIFICATIONS o (4) GOLDENRAIN TREE BICYCLE PARKING SIGN (D4-3) �°� �1 t°� TG 11• T.G. 11 5' (KOELREUTERIA PANICULATA) SITE DATA: +' ::.;c ..::- O) o + ::... m s ® ® a SEPTIC SYSTEM #1 + +� O LAW AREA WITH TOP SOIL D +. ITEM NUMBERS 610.1602 AND 610.1402 BICYCLE PARKING AREA USING TOTAL LOT AREA 84,142 SQ. FT. INVERTED U RACK INSTALLED ON CONC. SLAB rn , FO %Z � *V+ BETWEEN ROAD CURB AND CONC. SIDEWALK. TYP. TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. TOTAL SIDEWALK AREA 1,959 SQ. FT. x 1- + + 2 PROPOSED DRAIN LEACHING TOTAL ROOF AREA 9,697 SQ. FT. -� zX 17.4 z I nT r2 BASIN TYPE M 2285 SEE TOTAL LANDSCAPED AREA REQ'D 35X (29,450 SQ. FT.) r �o :`: •. N o DETAIL RIM EL=13.20 Z ti ( ) A PROVIDED 35.4X 29 850 S FT. F NDSCAPED ARE PRO Q TOTAL LA IIII I o W • D 44.3x 37 304 S FT. S NDSCAP D AREA PROVIDE Q 'a, TOTAL LA E S 3 l r D i W SITE r THE FOLLOWING S � / AREA INCLUDING v 750•.• • _ G� .. t FOR•�'.��:��:`���:����;:�:•`.:'•:'����' N q • t ROAD ACCESS AND PEDESTRIAN WAYS z o ::::.SEP71G••S`YSTE'M_ ;:-2A':; =:;:; , --,"= -:`-: cn 2 MINIMUM SIDE YARD PERMITTED 25' o z� T.A. 12. G o, .� "� il mz + :'; + P t. t 4 E PROVIDED SIDE YARD 7. L S RPERMITTED 50 c 1 2. 5 MI IMU M TOTAL SIDE YARD N .n z 14.24 x I O E SIDE YARD 60.9 5 N PROVIDED TOTAL III O O I Z I 35 i •o' HEIGHT PERMITTED MAXIMUM BUILDING P PROVIDED BUILDUNG HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) = -o:;; ; :;: -I.': o 3.5 ZEN x SITUATE O. MINIMUM FRONT YARD PERMITTED VARIABLE =, �•.;:•:::: .:...,.,...................--.-..-�..-..-...- . a :..:. cn o ::::::::::::::::::::::::::::::: :::::•:: PROVIDE FRONT YARD 52.5 OFFICE BUILDING 81 HUDSON BANK rn N T. Z ( ) ( ) G. 1-1 1�+ ERM( ED 30X O rn r -I LO T COVERAGE P TT lYp MATTITUCK m � no 1 .sx \ I 0 In:::::::::::.. :::;;;::;:: ::=:= :::;: PROVIDED 5 OT COVERAGE � L a " . . r - b D �t `_] r `:::.:::::.... -i C7 .:..:..:..:..:......•..•..:..:..;..;.. b h + h D I N OUTHOLD z �:O O CITY I CW r -I Po C) - I LE ::.::.::..:..::c��:. ::::::::: SUFFOLK COUNTY, NEW YORK :::rn=:::::::::::::.r N -O::::::.::.:::::::....::::'.*%,::;::::::;:.:. < tom] Q .r*I:.•:..:••::• I Z ;, w -a 5 II -1 99' O. ;..:.o. �1 :::.::. • 5 1 * A :::::::::::::::::=::::::::::::::::: : . . x..-....... ... NOTES: -:::rn S.C. TAX No. 1000- 122-03- 17. 1 3 m .� �T �O N '' !! ! D 0 N.G.V.D. 1929 DATUM N P IP E ARE REFERENCED T I 1. ELEVATIONS •::••.- r. •:.. o R cn D D TYP- TE C A EQUAL S ALE 1 20 - G U --I R U Q Iv E R + 0 D O :• C o VE v IA. R D P N THUS: P NATIONS ARE SHOW 2Q.0 .-... o EXISTING ELEVATIONS A 12 R 0 0 2 G Z N I R ) o B E A FFl C I SHOWN THUS: � TR A COUNTOUR LINES ARE 0 EXISTING TING COU 4 ��•: w -.. 20 D JULY 12 006 r 2 F FL FIRST FLOOR Z x FLOOR 0 m GARAGE FL % G.FL ��nn =`'. (h b 6 0 to DECEMBER22 20 6 ADDED SITE PLAN F I r _ Z7::':::::.: :..,.*:.:::' :::::::::::: F D _ - UN 7 0 7 JUNE 2 2 0 ADDED TOPOGRAPHICAL M• : ::=: ;:.:...• A L SURVEY 2. FLOOD ZONE INFORMATION ION TAKEN FROM: . '""�. . . m AUGUST 27 07 II _�� S 20 ADDED SITE PLAN '�::�: -4.75. ..:.: No. 36 03C0481 G o S� RATE MAP N 1 t t . Fo '�:. ___­ FLOOD INSURANCE R '•: 9 � 2 2 • D 1 2 Z OT 1 0�7A e OCTOBER 9 2 0 ADDED DRAINAGE & SEWER •'::::•SEP ' 0 0 71i; �S - YSl`EWl�••. . m v� c� 0 YEAR FLOOD; AREAS OF 100 YEAR FLOOD WITH AVERAGE � EASOF50 ZONE ARm . JANUARY4 2 2008 REVISE AS D D F� D PER' NYSDOT LETTER LESS THAN X n HA 1 FOOT OR WITH DRAINAGE AREAS :��:�'��:�•"�`= �=��`.��`: �;::::'=::: :... F ESS T N 0 DEPTH 0 L FEBR A 9 m U RY 2 008 REVISED SITE PLAN r C + 2 E LA ' O • "rI CT 0 \ .,: . N FLOOD.E FROM 100-YEARAPRIL 2 2008 REVISED SIT E MILE; AND AREAS PROTECTED BY LEVEES E PLAN 1 S LIAR �, Q 1 0 m APRIL 9 008 S I f� X . 2 REVISED SITE PLAN R FLOODPLAIN. I ZONE X• AREAS DETERMINED TO BE OUTSIDE 500 YEA i - _ _ SEPTEMBER 12, 2008 REVISED SITE PLAN 7.9` :: ® NOVEMBER 6 2008 REVISED••�•• � .C. 12.5' �•�" EV SED SITE PLAN 3. SEPTIC SYSTEM STRUCTURES SHOWN: •!1 3 TG. FEBRUARY 3, 20 6 REVISED SIJANUARY 23, 2009 REVISED TE PLAN l_. 1 0' T 12.5' f 1 f] x 2.0' 0 11. �J Fo� 0 PROPOSED EXPANSION POOL a + O PROPO CONC. URB (TYP.) TT Gm 1 v TYP ROSS SE O`/ER r . N = ® ® N = ® ® N EASEMENT AREA = 8411931 42 sac.f t. SEP 2� 2016 PROPOSED LEACHING POOL z W `" `�'® + ENT T.G. 11.5' Southold Town N PRO AS ALT PA T.A. 1 .0' TYP. +'V /Al2.0'TYP. Planning Board 0 / #I.T.C. 12.5' T.C. 12.5'TYP. . N 9 Q + T.A. 12.0' PROPOSED CHANGES FOR USE: O PROPOSED SEPTIC TANK PROPOSED �`-12.5'-,I- # T.C. 12.5' -# / : / +� �� O �o 1 *IRPARKING CALCULATIONS :: :.. ENCLOSED �d , �/ r �- ----- ,o"�� PROPOSED GREASE TRAP DUMPSTER + -1 N O `S POLE (3,244 SF)/100 = 32.44 OR 33 STALLS REQUIRED :::CS. ® , c> / M, A. BANK BUILDING = 1 PER 100SF 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD N 46°45'00" E / �, v FOUND OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. . CONIC. MON. B. MULTI-USE BUILDING ' •o -0 � n 1. RESTAURANT = 1 PER 100SFOR 1 PER 3 SEATS 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 s ft. OR 11% OF LOT AREA 14.64 Zoo SEPTIC SYSTEM #2B 1 N SHICHEVER IS GREATER (�r° _�� o b POSED 6' H H STOCKADE N E ( } (EXCLUDING ROOF OVERHANGS) q� _N N y /'�, t �' + N ,4' SEE S 45 18'50" W 75.00' a. 1,200SF/100 = 12 STALLS REQUIRED 500 S ft. OR 65 96% OF LOT AREA -4 0 GRA �AVEMENT ® v2. RETAILL=1 PIER 200SF3 OR 6 STALLS rn 5. PROPOSED TOTAL IMPERWIOUS AREA = 55, q. • o � N(INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) o PROPOSED /_�, / U1 -n'm a. 3,550/200-17.75 OR 18 STALLS REQUIRED � Z �v 3. MEDICAL OFFICE = 5 PER PHYSICIAN 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA + 1 , � , (JI oy a. 3x5=15 STALLS REQUIRED. (INCLUDING BUFFER AREA) ` , N Q -0 '�+ v, 0-0 C. TOTAL = 78 STALLS REQUIR 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 03 -- 4 � -r �," cePMT- REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. r_ Q - o D. 71 STALLS �R6POSED (INCLUDING 3 (AND BANKED & 4 ADA) k / + ® -4 z ® ( J Q rn (ADDED 5 STALLS ON 8-28-16) LEGEND: o a 25 0 N� MAIN �- a �`D /fig' NOTE: ASPHALT PAVEMENT SHALL BE USED INSTEAD OF STONE FOR (� OA N o °= �D THE RF�1R PARKING. PROPOSED ELEVATION ) !L t ® ir_ _ 2 , ? T.C. - TOP OF CURB ( } �N Y.S. RTE. 25 ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING / •_ +0 I , +, N + CO a T.A. - TOP OF ASPHALT (PROPOSED ELEVATION) � 19' / -a I y ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING N 51.50'oo" E o ' A__ 19' % Z x 225.0o o% -oc° , 2 ® o 0 � a x ADDED 5 PARKING STALLS IN PLACE OF THE LOADING T.G. - TOP OF DRAINAGE INLET(PROPOSED ELEVATION) ) + moi' 8-28-16 MF DOCK RGD ELEVATION 11.5 T.W. - TOP OF RETAINING WALL (PROPOSED ELEVATION) z, v '+fir � �r� b`'h 7-27-16 MF UPDATED PARKING CALCULATIONS CFD ELEVATION 12.5' TYP. 4Z 0o w '� ? ,; 22 q;'I \, / BANKE G V.�� � 7-5-16 MF ADDED CHANGES FOR USE NOTE CFD ® A/C CONDENSER UNITS ® , , c II r 0 19' ® PARKIN �a m 6-23-16 MF UPDATED CURB & CATCH BASIN LAYOUT CFD IT - PROVIDED PARKING STALLS TEST HOLE DATA 1, � # # ® � 11 CA 5-19-16 MF AS PER COMMENTS FROM NYSDOT DATED 5-12-16 RGD (TEST HOLE DUG BY McDONALD GEOSCIENCE ^) r � T.C. 12.5 �- - BANKED PARKING STALLS ON JUNE 8, 2007 45 - + + 4-14-16 MF RESUBMISSION TO THE NYSDOT RGD T.A. 12.0 T.C. 12.5' - � DATE BY DESCRIPTION APPROV. BY EL 12 s D. T.A. 12.0' v [==- DRIVE UP WINDOW STACKING PARKING STALLS T G. 11. ' J A MIXED SAND AND LOAM +,� ® 'cC4- TYP. T•c N HousE REVISIONS ® ® o m® - TRAFFIC DIRECTION FLOW ARROWS G 3' fA � - �. TOWN OF SOUTHOLD BROWN SILTY SAND SM o ? T.A. 12.0' ROPOSED GRAVEL '° SUFFOLK COUNTY NY io'P T.C. 12.5' AVEMEN T „�'- ( _ � g' ?A o + CONC. CURB T.A. 12.0 + s �1 TYP. T.A. 12.0' -.1;� .. : tn o, SLEPE GRADE TO MATCH �21' ° '�'' I.C. 12.5' TC 125 �- `� HUDSON CITY SAVINGS BANK PLAZA •: 'v. PALE BROWN FINE SAND SP o XISTING GRADE AT PLANTING BUF / '� 1111 r PROPERTY LINE &. 03 EL 3.4' j• e.1, N 48'00'00" E 362.00' o o to UA 2' ° PROPOSED SITE PLAN FOUND CO 14 .2$' � / �p , E y0 MON. 0.4'W + S 48°00'00" 16' 0AIC �,'� �- 'D�e�q 1 WATER IN PALE BROWN FINE SAND SP +gyp+_ 16" ° NO 72.$$• +� S 4$.00.00" W 75 00, . ��^ * L. K. McLEAN ASSOCIATES, P.C. 4' MOAN. �.- �- ,v CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 EDGE OF DIRT ROAD 14+ ° 13' LOCUST + �NP1U0NZ �P' + Designed By: MF/CFD scale: AS NOTED sheet No. 218.16' � 'r 33' WIDE RICHT OF WAY .�.- s 56985 (KNOWN AS JOHN'S ROAD) FOp �P�' Drawn By: MF Date: APRIL 2016 �o . Approved By: RAS File No. 16029.001 SEP 1 6 2016 RIM ELEV. RIM ELEV. SouthIld Town =12 90 Plannirg Board =12.90 6'MAX. ° a a ° 2'-0" (MAX.) E�.. ROADWAY TYPE C.I. FRAME ROADWAY, I=`I�AM u4 COVER +1� �r1 RVV •• !'� PS tlr+ '. L �.. C Ja 1 f' AME " fj "FINISHED . gRAOE � � 0 MIN. a :a . ' 20"MIN "GvER �rsEPRQF " F#IISHFDIAo & ;:COVER INET �RtCF 6 SDR35 PVC r'OO C DROP TEE . 1� �+naa�. {rnln.}• min. TRt FIC, -.:B.EA91N' tOVtR, c #5BARS C� 6" 2„MIN -q� • :` "� E/W OR EX WWMml MIN. 6 SDR 35 PVC PIPE .. . ( �, .. PITCHED MIN. 1/8PER 1PIPE $ ;r"�t:I,(mIIqISI'E1.. 4 -0 ISE1 T!C TANK V. LN 4 SDR 35 PVC PIPE �` TO SEP (1N E EV' " RCHED MIN 1/4 PER 10.45) ��"' FROM HOUSE TRAP (INV. t . r *- f 6'-0" 4 x ELEV. 10.95) ., { .. .. t' .. ] «: <I 5 LIQUID DEPTH 1" BUTYL RUBBER M 6x12, 6&8 JOINT SEALANT _ 2'-O" x. OUTLET DROP TEE MONO- BASETO WITHIN 12" OF I BOTTOM E ++ 6" - )e ' 4" ,- " " BOTTOM OF GREASE 7 4 4 TRAP ELEV. = 17.65 DIA..dV .� ►. '-0" DIA. NOTE. - trin. " #4 REBAR ®6" O.C. B/W OR EXISTING SANITARY SYSTEM APPROVAL # C10-08-0005 G' A OTES: EQUIV. WWM i ;;;1: . REBARETO BSE 0 STM 1 A0 28 DAYS 615 GRAD ON 2. - E 60 +�'` SEPTIC, '` ' 3. WELDED WIRE FABRIC ASTM A-185 .L., .i 1 1 4. DESIGNED FOR AASHTO H-20 AN5. ALL COMPONENTS TO BE COUNTY HEALTH DEPT. APPROVED. 8 � 0 PROPOSED 1 , 500 GAL. GREASE TRAP .0 �; DETAIL EXI-STING SANITARY PROFILE -�, c N.T.S. :GROUND WATER IEE. 0 (SYSTEM 2A_ N.T.S. LEACHt ,��^^�� NOTE C IItLNGE(S) #V N ,,7 ;; By Suffolk County Department of Health Services ALLOWABLE SITE SANITARY FLOW (POPULATION DENSITY EQUIVALENT) 4„ GROUNDWATER MANAGEMENT ZONE: !V (600 GPD/ACRE) 4 USE 600 GPD/ACRE X 1.93 ACRES = 1,158 GPD 52" COVER- HOUSE TRAP IN SEWAGE DISPOSAL SYSTEM (OUTFALL 1) - 1 STORY BANK 8� CONCRETE PIT SECTION O STAINLESS DESIGN SEWAGE FLOW RATE (SANITARY) - 0.06 GPD/SF (NON-MEDICAL OFFICE) CLEAN OUTS STEEL BOLT „ 0.06 GPD/SF X 3.244 SF = 194.64 GPD k k % % % % k % X k.x ... k % X x W PLAN 1/8' THK. WASHER - kx % W � Z TOTAL: 194.64 GPD Xco ka " - > % XXkXkX x x 3/8" 0-RING GASKET SEWAGE DISPOSAL SYSTEM (OUTFALL 2A AND 28) - 2 STORY NAXED USE % % X % % oo zw% % X % X % % k X X X Q DESIGN SEWAGE FLOW RATES N / NOTES: / MAX. 0.03 GAD/SF (RETAIL - DRY STORE) -- --. -- 10' MIN 10' MIN }.-� DRAINAGE 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR STRUCTURE 35B SPECIFICATIONS U�,_ 0.03 GPD/SF (FOOD SERVICE - WET STORE/ TAKE-OUT DENSITY LOAD) O„ ` 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY 0.12 GPD/5F (FOOD SERVICE - WET STORE/ TAKE-OUT KITCHEN/GRAY LOAD) LOADING 0.10 GPD/SF (MEDICAL MEDICAL OFFICE SPACE) 3. FRAME AND COVER AS MANUFACTURED SY LONG ISLAND � PROPOSED BLDG. FNDT. AS Lj t'- OUTFALL 2A - 1ST FLOOR PER ARCHITECTURAL PLANS ci PRECAST OR APPROVED EQUAL. C 0.03 GPD/SFX 1,200 SF = 36 GPD (DENSITY LOAD) PLAN PLAN VIEW 24 910 WATER TIGHT HEAVY DUTY FRAME & DOVER 0 0.12 GPD/SF X 1,200 SF = 144 GPD (KITCHEN/ GRAY LOAD) 0.03 GPD/SF X 3,550 SF = 106.5 GPD (DENSITY LOAD) FRESH AIR INTAKE PIPE W/ SCREEN SEWER LINE SEPARATION Z v�lK r.v(T N.T.S. 0 COVER SHALL BE 1 4" DIAMOND PLATE N.T.S. � SEPTIC TANK / co STEEL WITH HOLE CUT FOR VENT PIPE REQUIRED: 2:86.5 GPD X 2 DAY FLOW = 573 GALLON (ELEV. 12.90) V) PROVIDED: (1) 8'0 AND 4' LIQUID DEPTH, 1,200 GALLON CIRCULAR TANK CLEANOUTS AS REQUIRED LEACHING POOLS F.F.=12.50 REQUIRED: 286.5 GPD / 1.5 GPD/SF = 191 SF OF SIDEWALL 191 SF / 31.4 SF/VF = 6.1 V.F. -►I I 2" NOTCH PROVIDED: (3) 10'0 LEACHING POOLS © 3'-8" EFF. DEPTH = 12 V.F. GREASE TRAP PROPOSED 1/4 BLDG. FNDT. NOTCH . . � AS PER CAST IRON PIPE REQUIRED: 144 GPD X 1 DAY FLOW = 144 GALLONS a TO BE INSTALLED SUFFOLK t}'Et ���"I��,LNTO �I�hlJlH ..,Elv`l�1: U PROPOSED: ARCHITECTURAL r r w r r.; ". � / (1) 8 0 AND 5 LIQUID DEPTH, 1,500 GALLON GREASE TRAP I c� PLANS 2' BEYOND FNDT. WALL PIPE INV. ELEV.=11.06 ��TPP �1 r�D OUTFALL 2B - 2ND FLOOR ( ) 0.10 GPD SF .X 4 = : CONC. I�ItiI:I / ,750 5F 475 GPD FOOTING W/ ' OPEN BOTTOM SES:DR,%�S JXG , ( �.�� 15: "' ; _.0NDIT S I SEPTIC TANK 1 ----�- ` 8-1-16 MF AS PER COMMENTS FROM SCDHS DATED 7-14-16 RGD Q TnIN-CAST IRON 71, TO SCDHS REVIEWER'S INI�'IL : HOUSE � APPROVED DATE BY DESCRIPTION APPROV. BY REQUIRED: 475 GPD X 2 DAY FLOW = 950 GALLON DIZ4tN SANITARY 0 PROVIDED: (1) 8'0 AND 4' LIQUID DEPTH, 1,200 GALLON CIRCULAR TANK g SYSTEM CD LEACHING POOLS • 12" REVISIONS --�-I TOWN OF SOUTHOLD o REQUIRED: 475 GPD / 1.5 GPD/SF = 316.66 SF OF SIDEWALL �P' EXCAVATION INS.,PECTION R?;QLPREP. ° � t � g ,;�- SUFFOLK COUNTY 316.10 SF / 31.4 SF/VF = 10.1 V.F. 11700 MAIN ROAD CAST IRON HOUSE .` "•:z, �"r; PROVIDED: (3'�} 10'� LEACHING POOLS � 3'-8" EFF. DEPTH = 12 V.F. � s"4er,�,�,.., � HUDSON CITY BANK TRAP IN CONCRETE PIT FOR SANITARY S�T,3I EN1 PLAZA - GREASE TRAP � TOTAL SITE DEINSiTY LOAD: BOX TO BE FILLED WITH CLEAN r SAND LEVEL WITH THE CLEAN By HEALTH DEPA T[VIIENT I � OUTFALL 1 - '194.64 GPD OUT PLUGS OUTFALL 2A - 142.5 GPD cO OUTFALL 28 - 475 GPD SANITARY DETAILS o 812.14 < 1,15,8 GPD (AVAILABLE FLOW)=>(OK), SECTION A-A � d N � 345.86 GPD REMAINING (SITE IS WITHIN DENSITY) TYPICAL EXTERIOR HOUSE TRAP r ��� �� L K. GLIA ASSOCIATES, P.C. 40 O ,� N.T.S. 1,r CONSULTING ENGINEERS cc 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ° � '' Designed By: MF/CFD Scale: AS NOTED20 Sheet No. U SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � �nF����O�4� Drawn By: MF Date. MARCH 2016 S2 Approved By: RGD File No. 16029.002 A + o �W s y A 2 n Z N r*2 Z �3�� ASPHALT AREA n Y m f7 .}.1.7.12 C F(L�� 1 � Y WATER VALVE fwATER METER 12.e7 n z o UTY PO RIM 127,I RIM 12.86 T.Q1,42 += slat'�ro J►LI ^i z 1 m ASPHALT . 397 CONC. SIDEWALK B'C12„gy 1� G �� � APRON -� S RIM DRAIN 11.60 - IGN 0 �'�' ASPHALT APRON 12-80 NYi 12.73 58 13-� BC 4 ¢ 5 13 s Z 14 �� -- TELEPHONE 11.36 �� 12.00 12.22 f2.1 f ` 33 - �LNffY1 PD 9 RMANHOLE �'"� 15 5c 14 + HYDRANT ' WATER VALVE 13-71 Lim 13.54 4 ---------- +12-41 �� DRAIN T C.12.80 RIM-12,gj CONIC. SIDEWALK ., {��� j 13 x`1'1 DOUBLE SOLID RIM 12-64 B'C`�`ZQ / Y"""` `� POLE a Tom-SHEARED ROADWAY SIGN ASPHAI•T APRON �� POLE + ORIENTATION EAST F DASHED YELLOW UNE ALLOW LINE RIM NYT {361 �1LlPeLE DRAIN (WATER VAWE 1 9 13-06 NYi #362 RIM 122 WATER VALVE 12.80 12,�g RIM-LU2 WHITE LINE RIM + PROPOSED DRAIN LEACHING q� 1 ,r,-DASHED YELLOW LINE WHITE ARROW 12.60 WHITE ARROW DOUBLE YELLOW LINE DBASIN ETAIL (RIM EL 1230)£ 'V N --"-� + -,= LETTERING O O •,H �\OUD + 13.16 �--- WHITE ARROW 2 ,>- WHITE ARROW SOLID WHITE UNE 100' WHA DOTTED UNE +gyp 100' + S IX. WHITE UNE 12.58 YELLOW UNE + PROP. 1,9 +� SOLID WHITE UNE CONC. CURB + CL 13-76+ 14 _` 13 WHfiE DOTTED UNE X 13.84 � $$+ 14.03 +12' 13 AS DETAILED - - - - - - - -� * O 14 Q2 14.00 11.40 DRAIN +12 ff SOLID WHITE UNE - ,a , RO � \� F + WHITE ARROW13. 13.72 RIM 11-34 WHITE LINE 0' 111\®�11 EX. DOUBLE YELLOW UNE CLEAN EXISTING BASIN DOUBLE YELLOW UNE ( PUBLIC WATER IN AS REQUIRED OF SHOULDER PAVEMENT RE-CONSTRUCTION 7'-0" IN WIDTH AND WATER M _"'--- 1z-os ... ... N.Y.S. E. 25) - EA • FU £TER LE OVERHEAD WIRES 7.0' :.................. UNE + LL LE GTH OF SITE AND OR AT THE DIRECTION OF STATE ENGINEER MR. KEVIN MATTHAEI P.E. RIM f 1.49 UTI L11Y PO ................... ....... ...................... ... MT/404 � WA ............. ...... ............... ... ..................... ..... .. + IX. WHITE LINE RIM 12-51 1 '.' UT1L11Y POLE �- - ................ ... ............ ........ .................. .....:.•:...: §....•.•:.•:.•.":........•.•. .•:::::.•::::.:.:...:. . .. ................. _ DRIVEWAY CURB 7 .. ,............................................. XTEND PROPOSED CURB AND SIDEWALK T ISTING DRIV +� :......... ............. ELEVATIONS ARE TO ' ASPHALT AREA GAS VALVE 71.9' t ,._ , ..,. :. ..... ..... "1"O:Q. .............. . . .... '��=; ' ......................�..._:••::••.•:::.,.•:.•::::.•.•:.•:.•.•.•.•.•.•.•::.•.:•::::::::::.•.•:.•.•.•.•.•.•::::::r• ..... ..................... ........................ ADJUSTING EXISTING CURB TO ACCOMMODATE PROPOSED TYPE I CURB ... Ry 5:0.... ............a0. ... .................. .:.... ----....... ::.' .:::.::::... BOTTOM OF CURB GUTTER RIM 12.58 CONIC. ,.. 46" 5'OO" 70, _�"" -- �_....... .. ::.'.::.......... ............... MP TYP. SEE TYPE 1 CURB RAMP DETAt P. ,3 POLE I{407 o J. 7tf':. :' SLAB n _ + . ' .'.4 .' t HC RAMP \OVERHEAD WIR 1 6 -F1 Lutz 18.2 _• \ PROPOSED ONC. SIDEWALK (TYP,) E � """"..'..'.• ' •,•' "°*`� PROPOSED CONIC. SIDEWALK POLE OLE .....�... 1 O.Q' NNLND . ........... ....... :' .-1- 8".'.'. ..: a°p Lo (TYP.) X407 30' VERHEAD WIRES 'V g ............ ...... ¢' +13.59 30' + ....... 13;4 rO 12.3 13-� UTILITY POLE Ne o PROPOSED -1 WHITES P LIN STOP SIGN PROP, TYPE NN ��Y POLE SPEED + LIL $a _ _ + \13 GUY WIRE 2 HC RAMP i u LIL 4408 LIMIT A c• w,l,� DIRECTORY D ' SEE DETAIL IVORY SILK TREE LILAC - 30 SIGN III D PROPOSED SYRING UI A Y PRDP v CAST-IN-PLACE CONIC. CURB �LBDWc; N PROP. TYPE W w �,, w SIGN S° cflNc. CURB t!1 ^ti EXISTING TRANSITIONS 1:12 SLOPE 1 HC RAMP u, D AS DETAILED , SEE CURB DETAIL 609-02 \ ¢ o u' N r 1 STORY ` 36' AS BUFFER 0 STUCCO ,K-12' -8' + ° �• r BUILDING SEPTIC SY M #2A •In 4-1 + + T.C. 12.5' f,r N N \ �sy SEE SHOULDER REE-CONSTRUCTION ll J �n / a� - so DETAIL FOR PAVEMENT AND BASE �' O SPECIFICATIONS (4) GOLDENRAIN TREE J U L 2 9 2 0 BICYCLE PARKING SIGN (D4-3) '+ ��Loa TG. 11.5' T.G. 11 5' ci s 0E (KOELREUTERIA PANICULATA) "> r a) O� + SITE DATA: + W = � LAW AREA WITH TOP SOIL , O D SEPTIC SYSTEM #1 + + + o ITEM NUMBERS 610.1602 AND 610.1402 Southold Town TOTAL LOT AREA • 84,142 SQ. FT. BICYCLE PARKING AREA USING �7O• 12 + ^ Plamin Board INVERTED U RACK INSTALLED ON CONIC. SLAB ~' MSN m 00 TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. ^ BETWEEN ROAD CURB AND CONIC. SIDEWALK. TYP. TOTAL SIDEWALK AREA 1,959 SQ. FT. + + PROPOSED DRAIN LEACHING TOTAL ROOF AREA 9,697 SQ. FT. 1 acm 17.4' z I ^? O BASIN TYPE M 2285 SEE . FT. �� :::':: - DETAIL (RIM EL.=13.20) D AREA REQ D 35% 29,450 SQ o 2 TOTAL LANDSCAPE ) ( z a-1 I + O 29 85 OS FT. m D AREA PRO VIDED 35.4% Q � • AL LANDSCAPED PED A , TOT c 44.3% 37 304 S FT. - s PROVI DED Q AREA TOTAL LAND SCAPEDD � � S M,304 r r-� :x:`.'••4.•75•.•••�•� N t. FOR•:�':.�;•..:•.•::':.'.•'.'�'.�':'•:...•.•'.;:'.::.'.•.,.•`. AREA INCLUDING THE FOLLOWING SITE v q ,.: • � , ROAD ACCESS AND PEDESTRIAN WAYS �o ::.'. SEF?TI 'SYS7EiN" 2A ':'::::;': ': ::::`:: Cn o � ::::: : : : : . T.A. 12. ' •?r- AG- MINIMUMo, SIDE YARD PERMITTED 25' �. YARD 17.4 m z P LES L PROVIDED ED SIDE T.C. , 2. 5 0 14.24 MUM TOTAL SIDE YARD PERMITTED 50 z E MINI I 5 0 N TOTAL SIDE YARD 60. 9 0 Z PROVIDED T X I I s .0' ti :..:..................•. MAXIMUM BUILDING HEIGHT PERMITTED 35 ..•::,:?: ..:,.:..;. � � ON o .5' z SI T UAB TE 6 HUDSON BANK 3 PROVIDED BUILDING HEIGHT 34.5 OFFICE BUILDING) ( ) ( O . MINIMUM FRONT YARD PERMITTED VARIABLE : .N cn T. 52.5 OFFICE BUILDING) 81 (HUDSON BANK rn G. ID � IDE FRONT YAR ) 5' PROV ) ( \ r -I - ITUCK TY MAT T D o% O P c�O PERMITTED S� LOT COVERAGE PE rn O C :0 LOT COVERAGE PROVIDED 15.8X 1 ::: '1] h r + b TOWN OF S OUTHOLD h z O W UTILITY .��';':�, '�::::;rr?'•r•:•:::�•�'i:':i•'r:`ir:•:'��:':'::'::':':'•':'::'•.•`•r:`•i•':r•"�-''�.'•':r::"`:•-.-'�:� POLE LE n z r ;..:..:..:...............:..:..:..;..;.;..;..::. I ;..;.n�..:..:......._ r :...... . . . . . . I :::,:: - SUFFOLK COUNTY NEW YORK r :;: :.;::::,z t=] Z :::.::.:::::.::::::::::: :•::.:. . : N. - :::.::::::::.:..D 5 Ln o ® cn. :•:::::.;:::z 32 19 -::::.::. • _ . S.C. TAX No. 1000- 122-03- 17. 1 NOTES: i + .3 m �p N •"' •Tt .. C7 • N I N P !7 f A ::•:::( o E D - -�--�-- .. . . P - TYP• •••:..,. r. •:..: �:•':•;�``ori••:•'.•:.•::.�:::•�:`•:�:�::�.'.•:`::'::::. D REFERENCED TO N.G.V.D. 1929 DATUM 0 --� o`.:.:'::::'::::':::: ;':..............:..:..:..................... .. .. TE SCALE 1 -20 ONS ARE R uGA EQUAL ELEVATIONS _ R 1. EL - - R -� D C 0 R 0 VE .� D I P P .. ............ -< G 25.0 '.::.:.'. '. IN R ) OWN THUS: zo.D z ... A RE SH o B ELEVATIONS A o G E c EXISTING I E a ( TR A F F Y 12 2 006 D JUL LINES ARE SHOWN THUS: '� EXISTING G CO UNTO U R L 20 r x F.FL FIRST FLOOR '1 •.;:.;:•::•::.;:..;..;.•:..;..;:• -i;':':::':•:'::.::::'::,:..;':`:':`;:.;':`:.:::::::•: DECEMBER 22, 2006 ADDED SITE PLAN R O FLOOR r G. FL GARAGEio I f 007 ADDED TOPOGRAPHICAL SURVEY D JUNE 27 2 MATT ON TAKEN FROM: FOR ADDED SITE PLAN IN AUGUST 27 2007 2. FLOOD ZONE . . �z II I 8 ' ::::•.:•.4.75.. .-- 0 0s ft. FOR :..:::':`:::::::::::::::::::::::. 1 22 z 9 DRAINAGE R 9 2007 ADDED D & SEWER 481 G 2 OCTOBER 1 ATE MAP No. 36103C0 0 INSURANCE R mQ FLOOD INS D � O G1 EPTIC-'SYST �:.-. . •... m E 2 •`. y 4 008 REVISED AS PER NYSDOT LETTER - AVE RAGE m JANUARY 2 2 S 0 F 50 0 Y EAR FL OOD• AREA S OF 100 Y EAR FL00 D WITH X AREA w ZONE z o n FEBRUARY 9 2008 REVISED SITE PLAN w FEBR 2 N 1 FOOT OR WITH DRAINAGE AREAS LESS THAN o o _ c THAN • LESS ':•:.•r.•-:•-:.-:.-:.•:.•:.•:.•:.•:.•:.•-.•-:•-:.•:.•:.•:.•:.•:.•:.•-:•.:.-:.•-.••.. DEPTH OF �, • o � :•':�•:.•r.••:••:••:••:••:••:.•:••:.•: � P 008 REVISED SITE PLAN O Ln N J � APRIL 2 2 FROM 100 YEA R FLOOD. • N ES F + • AND AREAS PROTECTED OTECTED B Y LEVE m A 1 SQUARE MILE � Q t APRT 9' 2008 REVISED SITE PLAN o v, A L 0-YEAR FLOODPLAIN. 0 :'•:':`50.0 :. - SEPTEMBER'12 2008 REVISED SITE PLAN ZONE X: AREAS DETERMINED TO BE OUTSIDE 50 : . • NOVEMBER 6 �2008 REVISED SITE PLAN •C. 12.5' • JANUARY 23,E 2009 REVISED SITE PLAN 3. SEPTIC SYSTEM STRUCTURES SHOWN: 1 0' T. 12 5' 3 - -i + A 2 0' O O O T� 11 FEBRUARY 3, 2016 REVISED SITE PLAN PROPOSED EXPANSION POOL PROPO CONC. URB (TYP,) T.G. 1 pSED a O PROP _ F_?, TYP, 'CN CROSS ENT AREA = 84,142 sq. ft. _ N EpSEM 1.931 ac. 00 PROPOSED LEACHING POOL Z W N N + � AS ALT PA ENT T.G. 11.5' N PRO T.A. 12.0' TY'. + /Al2.0'TYP. + T.A. 12.0' T.C. 12.5' ' iJ 9 T.C. 12.5'TYP. • o O PROPOSED SEPTIC TANK T•C. 12,5' ' / +,� O .k-12.5'-�I' 0,_ �o �I O PROPOSED ;, \ � � E LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DUMP SED �1 , � ' �+ ' -4 N O 0 4. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. STER +� �' �'s. POS V PROPOSED CHANGES FOR USE: � 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA N 46°45'00" E / / FOUND PARKING CALCULATIONS / � 71 CONIC. MON. (EXCLUDING ROOF OVERHANGS) o // - n A. BANK BUILDING = 1 PER 100SF 14.64 v�o SEPTIC SYSTEM #2B �� a PROPOSED 6' H GH STOCKADE N E (3,244 SF)/100 = 32.44 OR 33 STALLS REQUIRED z 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA �,N v N �, �P 1 -o +' P N • SEE S 45 18'50" W ' (INCLUDING ALL BUILDINGS„ BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) _No �� '� 75.00 B. MULTI-USE BUILDING LL TOTAL LANDSCAPING AREA = 28,642 s . ft. OR 34.04% OF LOT AREA -'o� 01 1fJ GRpV� �A�MENT + 0 1. RESTAURANTS 1 PER 1oosFOR 1 PER 3 SEATS 0 6. T q / U (INCLUDING BUFFER AREA) Z o PRpppSED , 1 tl1 -nrn a. 1, 005 IS GREATER) � a. 1,200SF/100 = 12 STALLS REQUIRED 7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND + , r r P oy b. 16 SEATS/3 = 5.3 OR 6 STALLS ` Ln ` O o� ° 0-0 2. RETAIL=1 PER 200SF REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. d0 TTI 1 N a 1 0� v; + -0 (j1 n� a. 3,550/200=17.75 OR 18 STALLS REQUIRED 0 ° 3. MEDICAL OFFICE = 5 PER PHYSICIAN / a m c�N o o a. 3x5=15 STALLS REQUIRED. o LEGEND: O 1 V1 +�, N Z 25 p �Q C. TOTAL = 78 STALLS REQUIRED MAIN u1 �_ o �1 �? D. 66 STALLS PROPOSED (INCLUDING 3 LAND BANKED & 4 ADA) N T.C. - TOP OF CURB � R OAD 0 ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) (N.Y.S, RTE, 25 1 2 ' + n *NOTE: ASPHALT PAVEMENT SHALL BE USED INSTEAD OF STONE FOR CD T.A. - TOP OF ASPHALT ) + 11 +,<k, THE REAR PARKING. ELEVATION 12.0 EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) 1 / N 51'50'00" E 225.00' o ca 1g, o x ,Z T.G. - TOP OF DRAINAGE INLET(PROPOSED ELEVATION) �� vl 'o - , ,�/'� 9 ELEVATION 11.5' o , �1 19, +�S + �� 0 Ln T.W. - TOP OF RETAINING WALL PROPOSED ELEVATION) x z, + ELEVATION 12.5' TYP. y \ `' v v +fir 19' " �o b� 7-27-16 MF UPDATED PARKING CALCULATIONS CFD ® - A/C CONDENSER UNITS op w ''h ? 1 N 22 11 � +� BAN KEN �a �� a 7-5-16 MF ADDED CHANGES FOR USE NOTE CFD D - yr 0 o 19' 11 PAR C,y 6-23-16 MF UPDATED CURB & CATCH BASIN LAYOUT CFD 12 PROVIDED PARKING STALLS o �, / tt STA 0 TEST HOLE DATA v # = / 5-19-16 MF AS PER COMMENTS FROM NYSDOT DATED 5-12-16 RGD - BANKED PARKING STALLS ^> tA j (TEST HOLE DUG BY McDONALD GEOSCIENCE r T.C. 12.5' ----_ + 4-14-16 MF RESUBMISSION TO THE NYSDOT RGD 4.5 Q ON JUNE 8, 2007) + T.A. 12.0' T.C. 12.5' -� +` DATE BY DESCRIPTION APPROV. BY EL 12.5' 0. - DRIVE UP WINDOW STACKING PARKING STALLS •T.G. 11, T.A. 12.0' v ti a a A MIXED SAND AND LOAM +� N Ci.TYP. ' O HOUSE REVISIONS p ,•® - TRAFFIC DIRECTION FLOW ARROWS •G N 0 3' i T.A. 12.0' RpppS -� ,fl TOWN OF SOUTHOLD BROWN SILTY SAND SM t-0 W ED GRAVEL PAVEMENT �- SUFFOLK COUNTY NY 5' *1.t T.C. 12.5' +_ T.A. 12.0' _V% NC. CURB TYP• T.A. 12.0'+ ,2.5 �- HUDSON CITY SAVINGS BANK PLAZA r, SLOPE GRADE T 21' oAK T.C. 12.5 rn / Q ~Y ` ^ o ERN LINE T PLANTING BUFFE O Q PALE BROWN FINE SAND SP EXISTING GRADEMATCH n PROP 00 N 48'00'00" 0 / EL 3.4' 91, E 362.00' y_ � N / w _ T `O PROPOSED SITE PLAN N 2' OAK FOUND CO CEJ 1"44 4 .28' � MON. 0.4'W CTI WATER IN PALE BROWN FlNE SAND SP + FOUN , S 48°00'00" W 16* OAK 16" fl D 72.88 S 48.00,00" W L. K. McLEAN ASSOCIATES, P.C. co co �' NC. MON �I 75.00 EDGE OF DIRT ROAD 14?" OA -� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 + + 13" LocusT 21 6;C0MON. Designed By: MF CFD Scale: Sheet No. cn 17' 33 AS NOTED WIDE RIGHT OF WAI Y � 9 N Q) (KNOWN AS JOHN'S ROAD) Drawn By: MF Date: APRIL 2016 - D / Approved By: RAS File No. 16029.001 AE,+ y�1 AO' 0 ^ "; ASPHALT AREA n H ._ a' UIY PO' 1ZS.T RM +� s 12.44EKISDNO ` CJ2.97 Y W R7FR YAL �` - 1ER. .IAp � -- .IZ.df TG 13-49 _ � T 1.757 _ \ \CONI. SIDEWALK B.CJ= p .1.1+� \ -.+ HALT APRON _ _ \ -_.._ / rf m k K _ +1m RE + / ORAMI , 12,H.7 ASP ]2Z3 12�j -_ILITY LE �__ +B.c 2 t.1=_./. SIGN 3 Noxi. Z I f 'sem +1'0 _ T 15�� + �M ,festa8._ +12-00 _ ._. + 1358 -_. _.. 1,T.71p+. ` TELEPHONE 74 I , t _-_ z 1 �3a - \ +222 -_ -- ANY! POLE-) ,�7{2.���7� + / _ ... U7y� .- RIM Jag? _- +I3-71 RIM ` `�'� W/ "1""` `_�' POLE 1,.. �-SHEARED ROADWAY SIGN /359 ]2•gt --�j2L� �, xYORANt 14 1211 12.61 oRAIN-� &c _.__ ._ ._ _ .. CONIC SIDEWALK DASHED DOUBLE SOLD YELLOW UNE + _ RIM M�'� ..-1. . ORIENTATION EAST ASPHALT APRON _+�- 136 0 GRAIN .. 13 � u + YELLOW UNE _-__ \ WATER V - __. ...+-Ig„7@ ._- _ _ -_. + NN /382 RIM 12.08 �-DASHED YELLOW UNEWHITE AR �""RMTER VALVE }j,�p_ amu+ PROPOSED DRAIN LEACHING �R/M f3.� WxffE UNE 13.OB - + + �� ROW }12.80 WHITE ARROW BASIN TYPE M 2285 SEE 1298 12,58 \\ SOUo +-1281 LLl7I i NG DOUBLE SOUD YE110W UNE DETAIL (RIM EL.12.30) O N + - ,1.73 \ YELLOW UNE �" r - 1,719 �'�-�- WHITE ARROW Z WHITE ARROW 100' + .H-L,i�'P -12.89 SIX. WHILE UNE + \ ep Lo Z SOLID WHITE UNE .F RAI } -`- SOU u, /� WHOE DOTTED UNE 100' •.• t"Fp H-12`10 WH DOTTED UNE SOLID WxTrE UNE aT( r "ru,", _U85 13.72 4"III_ 13 I s T f :!; + 1,LZ9 * + �n o 14 __ R} X 184 JNJ ' + a.o2 - - _ _ _ _ -13 D WHITE UNE/ 1 !, ®A L un ` + _+ �WHITE ARROW ..-__.. .- + 11.34 WHITE UNE 0 CNX�` IX. DOUBLE YELLOW UNE WATER MEQ �-' �� _ -- /2-os -r---- -: (1V,P$'. E, 25) PUBLIC WATER IN ASEREQUXREDING SIN DDUBLE rE,.LOW uNE -,-FUEA OF SHOULDER PAVEMENT RE-CONSTRUCTION T-0" IN WIDTH AND RIM 11.49�. POLE \OVERHEAD WIRES + --- --. - -_. _'� i J I:..: I._ __ rtE uNE LL LE GTH OF SITE AND OR AT THE DIRECTION OF STATE ENGINEER MR. KEVIN MATTHAEI P.E. NYT _-TT\' wAlE7T" --J� -- .. .-..- / .T - _` \, _.-. T... 13.79 1404 \ UnLRY ?�- RIM � 1' - - - - '- - } + _ IX WHITE UNE �^����7� ` POLE ,:_ .. .-.. . ASPHALT AREA GAS vALVE +, ..,,}12,84 -- - -- ! , - -_ 'V +- �-- . ,:.-... „ I-" -- -.. _ ----""-?EXTEND PROPOSED CURB AND SIDEWALK TOLWISTING DRIVEWAY CURB, _ _ + / /1.9-- --R10,0 - 6E ELEVATIONS ARE TO RIM TZSe COW 46015'0 6• 5'00�9 7p, - -____._� - R150 .. ,.. : . :. ---` ao �:` - BOTTOM of CURB GUTTER ADJUSTING EXISTING CI RB TO ACCOMMODATE PROPOSED TYPE I CURB � _ ,. SLAB j E POLE =407 \Q.i' - - -- V 111-23A PROPOSED GNC. SIDEWALK (TYP.) +128f�E ocnTED I N 44'S6'Ot?%=' 1 xc RAMP �OVERHEAD w,R ---'= - A f� ��151_'U." ' S y Ay nt� Z , � ' L; ^O /,7� ASPHALT AREA o I `JAY -12.17 ! .C'1Z 8Z a' x G I �P XI?" W RIMM_12,7,1 �WATE$_MEM' g 172.87 € ' �o on �__ ER t", RIM iz.86 T1,11 .C.f3 42 3c f 1�4 t "' •c$i SRO T , -X357 CONC. SIDEW B'C 2 BE _ '.,' vx '-► rc 12.i4 1s sl�cN N G7 �� < f -t-I�B� 15\,, +ids `4 DRAIN - �'�� ASPHALT � 12.73 72.80 LTIY POLE B C+14 + �3 staerMC --�_ x +11.87 RIM ]1, 8 -L1M8 �' -- APRON #358 1 LE 1 E TELEPHONE 14�_ � �__ +.1 12,QQ _ UTILITY NFYT POLE � MANHOLE f / '"' I 's 14 +_12.12 X22 12.11 - NYT#- WATER VALVE RIM.]jdj I�3.71 ':13-BB yam`_ 13.26 CCC���JIJJ!! . ::12I IIIIIIIIIIIIIIIIIIIII 1�t1 12.45 T.C,12.$Q M �'B �!( "1' + L�� j COM SIDE�IVALK � + DRAIN�� B.C.12.707� POS �c_,� T,-SHEARED ROADWAY SIGN UTt� POLE � E �T p _ 13 ORIENTATION EAST +x`81 W RIM RIM�B4 ASPHALT APRON c1'rNyT 361 ` -- +15 11111111111111DASHED YELLOW L►NE ­11 I DOUBLE SOLID YELLOW LINE UNE (`'' �-- E f WATER VALVE 13.38 -�- NYT #362 RIM 12 0 \.H RWM VALVE + RIM 1x728 WHITE UNE 13.06 12.80 12,38 PROPOSED DRAIN LEACHING \_ ` HED YELLOW UNE - -` WHITE ARROW +�y¢Q 1 WHITE ARROW LETTERING �U SOW UNE DETAIL (RIM EL?12.30)E ONO \SOLID YE-LOW UNE + + 100' + 13.50 •2.W EX. WHITE UNE 1 t.7� .," 13 LB \'--+- WHITE ARROW Z SITE ARROW + + �Z4$ + PROP. 2 SOLID WHITE LINE 100' 12 r WHITE DOTTED LINE __1 -_---- 13 +12.10 `WHRE po SOLID WHITE UNE CONC. CURB Rj DOTTED uNE 13- AS DETAILED { � 1'1`� _ + X _lr�..8�' t� -I- +14.03 14 _ _ �_ + O 11.40 T_ R/M I 13.72 �JN .�JZ.�F SOLID WHITE UNE * iA �_ +14.OQWHITE ARROW _ m ,�,.»...._- ...,. -.•..-..••,..=..+1- ,.--- ^.^•.," + _.Y..® . WHRE UNE 0' O � Nszs '`•EX. DOUBLE YELLOW UNE --- --- f- CLEAN EXISTING BASIN DOUBLE YELLOW UNE AREA OF SHOULDER PAVEMENT RE-CONSTRUCTION 7'-0" IN WIDTH AND WATER M _-"�- i 12.08 _ �-.'. . (N.Y.S. �', ,25� PUBLIC WATER IN AS REQUIRED co T- - ;;;;;; ::::.. ........ ::::::::: FULL LE GTH OF SITE AND OR AT THE DIRECTION OF STATE ENGINEER MR. KEVIN MATTHAEI P.E. RIM 11.49 Ui/Ury PO�_1 � RHE4D WIRES�� 7.0' TrE UNE { ' NI#404 --- WA :.:..-_...'_ •:.':::......:.•.'....... Fes$ EX. WHITE UNE RIM 12.51 - I -....' w:'1%'-•.:::':.:•.'.':.'.'.'.'...' .'.'.'.'.':.':..:...'.':::..:':.'.'.':::.'::.':.':.'.'.'.'.'.•.'.•-.......-...'.'.'- ,s ........... ..................... :..... + --. -. - -� - I unurr POLE- �• 120 _�...._ - ,"_:- Q# , ': :::::.::::..:.:.:::::::.::::.. ....'.......'.................. .....::......: .................---..:... - EXTEND PROPOSED CURB AND SIDEWALK TO ISTING DRIVEWAY CURB, ASPHALT AREA GAS VALVE .. 1 ..,: _ (,- .?`�4Se.. .:..... '.'', ...:..:'-''.'':'-. . ': . - :..;.':::.':: sc.'.'.'.'.':.':.'.'.:` ':..'.'. ELEVATIONS ARE TO vE .4,..: , I 71.9 1U.Q. ..............R15.0 �.___mz.=:_,'W:.':::::.•:.•:::::::.:::::•::.:'.::'::.'.•.::::•:.:•::......:.... ADJUSTING EXISTING CURB TO ACCOMMODATE PROPOSED TYPE I CURB RIM 12.58 _ _ _.^.... m.....�....':::::.'... .. :. ::..:•• .'.'.'.:'.'.'.'.'.' .'::.' ....... BOTTOM OF CURS/GUTTER A C e G! f! 70 ........................ ..... ................. t s.a_.:'.' �� _e_- �_ -.7.Oi ..::.'.'.'.'::...... .. ,_ELEYATlONS 13.3 M P DETAII P. _.-� �3 SLAB `F V J 00 E POLE#407 .::.''............::::----..._::::... .::' ..: •• _ • TYP SEE TYPE 1 CURB RAMP �" $ OSI.::::::: :.'.........� ............. a'' tea'..'...'.'.'.'....'. t .. .... .......... + -------t _� .r v s'- PROPOSED ONC_ SIDEWALK (TYP.) 01�"�1D xnR 1 HC RAMP + . �............ 16 O E TEo t .1i48..'::' `/�> ` PROPOSED C. SIDEWALK OLE #407 oLE 10.0' \11 20 Ne. I NAIL D _ ----�� '��".'.'.'.:'.'.'.'.': ;'y�/ � ��'1 +13.59 30' I 30' +� 134 .-OVERHEAD WIRES 12.8 - 13'x` UTILITY POLE A NE k o . .1 _ WHITE P UN -+ SPEED + P D n -STOP SIGN PROP. TYPE Q UTILITY POLE LIMIT _ ASYRINGA VORY SILK TREE LILAC - + • `\13 GUY WIRE 2 HC RAMP ," UL #408 30c. wglK D • SEE DETAI v. CURB BLDG. I I ( PROPOSED ULAT �Y PROP, v PROP. TYPE El W c SIGN SILK' -'ev I NG TRANSITIONS 1:12 SLOPE S�' N 1 HC RAMP in D CONC. culla 111 SEE CURB DETAIL 609-02 - � - o N � AS DETAILED E I STORY ` 13.41 36' PLANTING BUFFER m STUCco � 14 •P ' N�I BUILDING N SEPTICS M #2A '1`' 12'--'I`-8 m ,�, + + � � y in r -" + T.C. 12.5' SEE SHOULDER REQ-CONSTRUCTION N to % / •ateV a '� DETAIL FOR PAVEMENT AND BASE A- O' `V O SPECIFICATIONS W T.G. 11.5' ° (4) GOLDENRAIN TREE BICYCLE PARKING SIGN (D4-3) � moi. t°� T.G. 11 5' (KOELREUTERIA PANICULATA) SITE DATA: O °° SEPnC SYSTEM1 + o + � =-W ® ® � � LAW AREA WITH TOP SOIL BICYCLE PARKING AREA USING - ITEM NUMBERS + +�``, BETWEEN ROAD 610.1602 AND 610.1402 TYP. INVERTED U RACK INSTALLED ON CONC. SLAB PROPOSED DRAIN LEACHING TOTAL LOT AREA 84,142 SQ. FT. ."� OMi,I, rr,1 o; �2 + TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. 14 TOTAL SIDEWALK AREA 1,959 SQ. FT. + I TOTAL ROOF AREA 9,697 SQ. FT. -mc z� 17.4' z ^? BASIN TYPE M 2285 SEE 35X 29 450 SQ. FT. r a0 ='' '-- ti0 DETAIL (RIM EL.=13.20) TOTAL LANDSCAPED AREA REO'D-35% ( ) o �y z _ _ F O . FT. I 4X 29 850 S w 35. Q P D AREA PROVIDED NDSCA E � TOTAL LA � • `�'�, __ 4 3X 37 304 S FT. C: P D 4 Q J� RE PROVIDE - SCAPED A A TO TAL LAND , l r r-' i 750 • � N G� OWING SITE ft��-F R-�`•:'�`•-�:��':`:==::�";� :=: l AREA INCLUDING THE FOLLOWING v q 0 ROAD ACCESS AND PEDESTRIAN WAYS z m o :SLP_n r S`t'SI'EM," A'r;.:: :::;::-- coil � o Z .....:....:..•.•..-.:.•:••. T.A. 12. ;?r- AG MINIMUM SIDE YARD PERMITTED 25L V_ 111 0 z11 P L 1 .4 + LES D YARD 7 PRO VIDED SIDE C: 1 2 .5 Lt X 50 z 14.24 in O IDE ARD PERMITTED MINIMUM TOTALS Y X ( 5 N O O TOTAL SIDE YARD so.91111 Z OV DED T PR I 1ti X :..:............. E IGH PERMITTED 35 ® :�`.=: �=;.::��-i••'�":�:':•=-::,:�:::::.::::::-:::::�. •::::::::.:::. • O MAXIMUM BUILDING HEIGHT P --:•-�•. - :- ON INC 26 HUDSON BANK �° o .5 x SITUATE OFFICE BUILD �•.:�::•:�.�:=::::•:•:.::.:::::::.•- .•:.::. PROVIDED BUILDING HEIGHT 34.5 ( ) ( ) - I MI1-1NIMUM FRONT' YARD PERMITTED VARIABLE `':� a z F BUILDING -4 81 HUDSON BANK) r*T N T.G R 52.5 (OFFICE R YARD 1iI ' PROVIDE FRONT ) r TYP MATTITUCK COVERAGE PER 30X o r*t I 0 LOT G� I r*t O + ... ...... : r a V RAGE PROVIDED 15.8% OT CO E L v D :•: v :.•..•:.•:..:.•:.•:.•...:........ :.:.. r b OF SOUTHOLD :........•....o _ TOWN hEEEEN O :: ::. h z I ':_:O co :: :: :::: ::- rn C_ 1'° N.-..-..-..,..:.•:..-..:..:-.--.,.-..:•.. I �� POLE n _ _ i- . . . Z .-..--::.-:..::.:.::.::•::.: :.. ::-:.-_ �- ::.-1 .1 �. COUNTY NEW YORK ® .:... �- :::: :::::'::::::::=::::..: :::::: -::::.-................. . ..'.•:••:..: SUFFOLK , c� �-r-vo .. __.'....:-":.,.-.:-7-- D o.. r� Z N:: -I 07 ( :: N ::::::=::::::D ...:.o• ....-..::-::. - . . I II •::.-:.::--. -... M r D ' 3 :.r O. :..:.a. -:.•:.- ::::;:::::•Z 2 19' ::•::::. . S.C. TAX No. 1000- 122 7 .� a ::::::::::::::::::::::::::-::::::::: . . . ::.::: --..::::::::::::::::: NOTES: i �, . 3 m �, ::< N E ! ! T1 4 ::-:::;•D n • 1 N P t P A -...'�...... P E R - (� ':'•:::�::�n�:':'::'••:::::=:'::•::=::• . ...................... . TED L SCALE 1 -20 1. ELEVATIONS ARE REFERENCE T _ - _ RRUGA EQUA 0 D C VE J O :• A. R 0 + m : I v D P 2 A 1 R ® 0 2 I G US: m R ) ARE SHO �•:`•::::::�::•::::.:::•:.::::::::.::.:: o ELEVATIONSE EXI STINGB 0 a c TR A JULY 12 20 06 D U SHOWN THUS: :��=�#.' . RE H U LINESA UNTO R EXISTING NG COZo r x F.FL FIRST FLOOR •..:..,•..-..:..-..,•..,-..-..:..:.-:...-.....:.:.:..:..............•..• Z-I:-:::.:::::..:::•::::.;::::::::::- ::.-:. Om v 006 DED SITE :: : 0.::::;:::::::::-::::. . . . .... . DECEMBER 22 2 AD PLAN FLOOR GARAGE FL G.FL r '?'• \ I f D D TOPOGRAPHICALU JUN 27 2007 ADDE SURVEY ION TAKEN FROM: ::.: �::: "" ^:: :: ::::.: E 2. FLOOD ZONE INF ORMAT -1 N AUGUST 27 2007 ADDED SITE PLAN II r n 7 0 s . ft F ' 2 . 2 0481 G 1 z` 6103C e . . . . P N 3 007 ADDED DRAINAGE & SEWER T' MA � 2 OCTOBER I s 2 FLOOD INSU RANCE RAE o E - A :�":::SEPTI .. ' D O O G7 to �,` $ W YST'EM•"' • D S R OT LETT IHAVE RAGE y JANUARY 24 2008 REVISE A PER NYSDOT ER RFLOD • AREAS OF 100 Y EAR FLO OD W T m AR EAS 0 F 5 00 YEA 0 ZONE , 0 Z n DID 9 008 REVISED SITE PLAN NAG AREAS LESS THAN O C + FEBRUARY 2 2 E S I DRAINAGE m PTH OF 'LESS THAN 1 FOOT OR WITH • o R IT N - O cn _ N •� APRIL 2 2008 REVISED SITE PLA FLOOD. :'.-:�.a5.o'::�::::•':•:":":::'�:,::•:,::..:,:•,:.:' Y LEVEES FROM 100 N TED B S PROTECTED + AREA 1 SQUARE RE MILE; AND m Q D P PRI 9 2008 REVISE SITE LAN o APRIL ::" 5 0 - SEPTEMBER�12, 2008 REVISED SITE PLAN 0 E OUTSIDE 500 YEAR FLOODPLAIN. ZONE X: AREAS DETERMINED T B R I 6 2008 REVISED SITE PLAN 7, ' NOVEMBER s 3. SEPTIC SYSTEM STRUCTURES SHOWN: 'I •c. 12.5' 3 - JANUARY 23, 2009 REVISED SITE PLAN • 1 0' T. 12.5 � � T:G. 11. PROPOSED EXPANSION POOL FEBRUARY 20 I LAN O vQ O T1'P. pROpOSE�yER �' n + 2.0'O -PROPO CONC URB (TPP.) T.G. 1• � � CROSS - -p r TYP• N T AREA = 84,142 sq. ft. O0 w 00 ® ® ® ® N EASEMEN 1.931 ac. � aO CD N® °' V) PROPOSED LEACHING POOL Z W N + ENT AS ALT PA T.A. 12.0' �• +,� A. 12.0'TYP. C) N PRO • 0 . .C. 12.5' O PROPOSED SEPTIC TANK + T.A. 12.0' T.C. 12.5'TYP. ° + 1J,,-9 T.C. 12.5' # ��- '�- O ~ .�-12.5'-- ' -"V,- O O PROPOSED 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DUMPSTER � + -' N O z OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 111.1.1 ® +,� `. mss- POLE II 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA N 46°45'00" E � FOUND PROPOSED CHANGES FOR USE: o (EXCLUDING ROOF OVERHANGS) �� `� -I CONC. MON. U 14.64•' rn n'o -o ? n PARKING REQUIREMENTS ° y o SEPTIC SYSTEM #2B �-- o � OPOSED 6' HI H STOCKADE F N E 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA rnN o „ � ��'° '� o +," " !! ! BANK BUILDING I] (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) �N In 'v , o - �a S 45 18 50 W 75.00 TIT � � /_, rn (3,244 SF) 1/100 SF = 32 SPACES I 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA �I o CP N cR1r�it, ® + a, MULTI-USE BUILDING o (INCLUDING BUFFER AREA) � Z pROPOSED � 111 0 , o TING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND \ + , tP so -' RESTAURANT (1,200 SF) 1/100 SF = 12 SPACES 7. EXISTING ` LP �� `9W , _ r- '1; o v RETAIL (3,550 SF) 1/200 SF= - 17 SPACES � REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. ape 0 , 0L a o� 0. + -0 (J1 �< MEDICAL OFFICE (5 PER DOCTOR) x 3 = 15 SPACES CV ® m Z lornm0 TOTAL REQUIRED = 76 SPACES (� M � I / m c�0 /� v o TOTAL PROVIDED = 66 SPACES D LI, U j LEGEND: V , AI, +� ® N v Z ® 25� o �1 *I�QT ASPHALT PAVEMEALL BE USED INSTEAD OF JUL 0 7 2015 In A �� O N �- o � �9� �Vi y STONE FOR THE REAR PARKING. T.C. - TOP OF ELEVATION U12.5' EXCEPT AS NOTED ON DRAWING PROPOSED ELEVATION) A� 1`/J H ROT _� 0'j\ / ? iirr�� Southold Town ( �N Y.rS RTE. ,25 1E ® -----•-- 2 + Planning Board 0 T.A. - TOP OF ASPHALT ) +k, , 19, `2W, ,+� D a n ELEVATION 12.0 EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) -0 / o � 14 � , 19 Z +� T.G. - TOP OF DRAINAGE INLET(PROPOSED ELEVATION) �� N 5150'00" E 225.00 6 W x v ELEVATION 11.5 o 'off , 2' ® _/ v a\ ,,.J ED I-i.✓ Al S Do T /qPM o vh'D ,PL.Aml T.W. - TOP OF RETAINING WALL (PROPOSED EEVATION) + 0 19r + 4_1ELEVATION 12.5' TPP. Z\O �, -+ -+ "I w n mt[+- b� O , , U y \ a 0 v TIT / ® - A/C CONDENSER UNITS o N � `'� Z -• 22 o N + BANKE G ��� a 7-5-16 MF ADDED CHANGES FOR USE NOTE RAS In r o A9' ® 1 , �' � PARKIN �a t-4 6-23-16 MF UPDATED CURB & CATCH BASIN LAYOUT-,QE,D CFD O 12 - PROVIDED PARKING STALLS 94. t• ® ® t 1 KA i T - TEST HOLE DATA o � # # �/ 5-19-16 MF AS PER COMMENTS FROM NYSDOT DATED 5-12-16 RGD BANKED PARKING STALLS ^>t EA � (TEST HOE DUG BY McDONALD GEOSCIENCE T.C. 12.5' �_ + 4-14-16 MF RESUBMISSION TO THE NYSDOT RGD ON JUNE 8, 2007) 4.5 ° T.A. 12.0 T.C. 12.5' � -'% +`P, DATE BY DESCRIPTION APPROV. BY EL 125' 0. T.A. 12.0' v cn - DRIVE UP WINDOW STACKING PARKING STALLS .- A- T.G. 11. REVISIONS aD • HOUSE C3 � , ' e MIXED SAND AND LOAM +� ® ® N TPP. T.G.TY11P: ' NO � �® - TRAFFIC DIRECTION FLOW ARROWS G '< • In . 3 � TOWN OF SOUTHOLD �� T.A. 12.0' ROPOSEDyLL PAVEMENT '° SUFFOLK COUNTY NY o eRoxml SIL1Y SAND SM to> � T.C. 12.5' + T.A. 12.0' O -%.-.-._-.. g' > O c�CONC. CURB TPP. C. 12.5' T.A. 12.0'+ � . N '`- SLOPE GRADE TO MATC T.C. 12.5 HUDSON CITY SAVINGS BANK PLAZA :L_ ... !n J O H �21' OAK -•:`•v--..•- PALE BROWN FINE SAND EXfST1NG GR i/ �• PROP ADE AT PLANTING BUFFE O 3 ERN N / LINE m. ', N 48'00'00" E N / d- N EI-3.4' -9.1, 362.00' 0 0LIA � 2" OAK�@ PROPOSED SITE PLAN o O FOUND C 14 .28' / P�� pF EW yO - �- MON. 0.4'W f � A• n WATER IN PALE BROWN FINE SAND SP +,1 S 48°00'00" OAK 72,88• S 48.00,00" W .co , FF` T� L. K. McLEAN ASSOCIATES, P.C. +`� 16' o MON +°� 75.00 * <� ' 14' 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 o 0 + EDGE OF DIRT ROAD + ' FOUND r ' I r Sheet No. N 1r 'Tr ' +*II 13" LocUST '� �NC. MON. _ r��l Designed By: MF/CFD Scale: AS NOTED 218. 16 Lnj - (MVOWN RICHT 0F WAy \9 07x391. `��'� MF 6 �, Drawn By: Date: APRIL 201 1 o AS JOHN'S ROAD) 90FESS161 ' � % �,. Approved By: RAS File No. 16029.001 U REVISIONS 3/2112016 JV0 E., J U, 0ra 7 2 0 S SoutGF outGd f6w--n— Manning Board ROOF BELOW............ 9,--fr--------------L,............................. ................. ..........................m�9......................... . ........ ---------- ........... ------—l'?lAr..."................. .7� .............- CW16 GW16 c 6 CW115 CW14 CW116 CW15 CW15 CW164,� �Wi -1-11 1 , ............ ................................... ............... -------------------------------------- ............. ................. 4? UTILITY r _4�.................... ............................................M-1-T——-------- HR.FIRE RATED WALL IMIN TO UNDER SrV2 CROS RATED-- A66m SIDE OF ROOF TRUSS :LF CLOSING DOORS W SOUND la -- ITH U INSULATION NON-COMBUSTIB'LESTAJRS AND HANDRAILINGS MUST MEET BUILDING CODE STANDARDS AA Tt JAN CL .......... ............. ------------ 3. 9-c Jn� ............ L) 14- .......... ............- ............. .......... .......... ................. RESI fl - 4' ['�LRMIQB LLI ­;;­mllll :: 0 U) tltJ KITCHEN .............. 3- ZINHI'All ON w 0 0 FA OF W�r I nuagm, 01D'fo rximlij, uj fa)1,AY Or,6AU 17 K Zp, INSTALL ON UNDERSIDE OF LL ay 1 112 HR.Flflli RAFED 1103W IN A 1,AIRFAI(w 0 3- SELF CLOSING DOORS rLO4* ROOF TRUSSES(BOTTOM CORD) LL Z (2)LAYERS OF 618'TYPE X GYP. 0 tan Y Na NON-COMBUST BlE STAIRS AND SD.TYP IN ALL AREAS OF SECOND ............ 0 j. f IMUST T 8 1,LL laa HANDRAILINGS MEET FLOOR BUILDING CODE STANDARDS D D V WO HR FIREE-RATED r jr WALL TO UNDERSIDE OF ROOF TRUSSES R m ID S III BELOW .2 wo; ROOM OFFICE AREA 'REST < I �33 08 ................ INSTALL ON UNDERSIDE Of _/A Im d ROOF TRUS E (BOTTOMCORD 0-� 0 (2)LAYERS FS . EX 09 OFFICE AREA 3D.TYP.IN R OF SGEY P'N D d ..... .................................... . DROPPED HEADER BOLTED THRU WITH IWO DROPPED HCIAOF R BOLTS a V-6"ac BOLTIlD THIRIJ WITH 100 STAGGED OR ROOF BOLTS a 1�6"O.C. TRUSS HEADER DESIGNED L) STAGGED R ROOF 13Y OTHERS AS REQU TYP. FLOOR (3)(I 3/4"x 14")MICRO-LAM 0 TRUSS HEADER DESIGNED >: riri BY OTHERS AS REQ-D TIP, L) (2, 2)HDI;ITYP. .............. 0 --- ----------- ............. ............. ......................__ __LV 1-1-1-111111--, 1, ................. ......... ...... LL,z '! :,:,:,�:���:�������:................... co A-_--_7_T -i-,_­`f­� I Ir", ........... .......... ... ......... 7�7- — ............... C46 C16 C�5 F T_ 4 clh cvv CIE ....... 7 Cifu. , GKI c1b -------------------------- z w Z]LU ,E "�t co e _... 1 11 I_ -----------------------J 'OVERHANG L�INE RHANGLINE ABOVE TYP. ABOVE TYP, ---------- .. .................................................................... ................................................ flI_,I.0W­-" ROOF -ROOF BELOW o_., —'r...... .......................................................................... ............................................... .......................................................... 11H),- ........... ........... ................................. ------------------------- ...... ....... ...... ........... smommommoM TWO HR L CONSTRUCTION �DRAWN _� JYID, W (2)LAYERSOP 5/B'TYPE X ___TH_arKTr_ GYP.SO.BOTH SIDES OF WALL TYP. AIT'. �_ FAN AIT- FAN VENTED TO EXTERIOR 11124/2015 SCALE AS NOTED JOB NO SECOND FLOOR PLAN SCALE:11N'=V0 6 Cy Cp r C ASPHALT AREA F) F LI �T� 0 c n m ~ < n A FROM MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS WATER METER " ' ~ a (PART 3 MARKINGS) FOR SPEED LIMIT LESS THAN 45 MPH: WATER VALVEF Z a� ASPHALT NYTI 357 APRON SIDEWALK ' < TRANSITION TAPER L = 2/60 UTILITY POLE CONC. m n p L = 5(25)2/60 = 52 FT. < z MINIMUM LENGTH REQUIRED PER CODE = 100 FT. IN URBAN AREAS x co STREET F A DRAIN ASPHALT APRON UTILITY POLE SIGN NYT 358 a 7z x TELEPHONE y ITY POLE MANHOLE x NO PARKING SIGN UTILNYT 359 P"�RAN ORIENTATION SOUTH F"T WATER VALVE _ DRAIN NO PARKING S C\ U'ILIT" L CONC. SIDEWALK Wa`rq , ORIENTATION EAS" PC_E �-SHEARED ROADWAY SIGN UTILITY POLE n �� .�, DOUBLE SOLID YELLOW LINE Je � ORIENTATION EAST ASPHALT APRON NYT #361 `8-UTILITY POLE CRAIN WHITE DASHED YELLOW LINE WATER VALVE in NYT #362 ARROWS WATER VALVE WHITE ARROWS AND w. �► , � DASHED�YELLOW E ` `WHITE DO LEERING COUELE SCUD YELLOW UNE ON I�/ SOLID YELL DOTTED WHITE ARROWS AND LETT 7 2 �O CC' WHITE LINE OW LINE ' � � ... �-� WHITE ARROW LETTERING` L_ "' lir-• m SCJD Y,-417E L'KE X "` WHITE DOTTED LINE 100' SOLID WHITE LINE �-� WHITE ARROW DRAIN YELLOW LINES BICYCLE DIRECTION MARKEO.C. MAX R ?.�� 250 FT. scW ITE LINE - - WHITE LINE. TYSCI100 DOUBLE YELLOW LINE CLEAN EXISTING BASIN DOUBLE YELLOW LINE AREA OF SHOULDER PAVEMENT RE-CONSTRUCTION 7'-0" IN WIDTH AND -- BICYCLE LINE (N.Y.S. F 2P/AHILIC)WATER IN AS REQUIRED WATER METER �> 100' FULL LENGTH OF SITE AND OR AT THE DIRECTION OF STATE ENGINEER MR, KEVIN MATTIHAEI P.E. OVERHEAD WIRES � LEAGHING BA IN TYPE M 2285 r•-"E .\E UTILITY POLE _ _ �... WHITE LINE NYT //404 WATER VALVE - UTILITY POLE TAIL - ASPHALT AREA 6 --. __� PROPOSED GONG. GURB _ DR GAS VALVE - - _ EXTEND PROPOSED CURB AND SIDEWALK TO EXISTING DRIVEWAY CURB, CONC. 6° 5�0 » 40' - BICYCLE LINE a ADJUSTING EXISTING CURB TO ACCOMMODATE PROPOSED TYPE I CURB SLAB N 0 E POLE #407 - RAMP TYP. SEE TYPE 1 CURB RAMP DETAIL TYP. 04 �N 44°56'00" M - �-_30 30 PROPOS GONG. G R8 SEE DETAIL 1:12 SLOPE CURB TO RAMP WITH _ 25' ROPOSE GONG. SIDEWALK (TYP-) -N-1-OVERHEAD w'R-s UTI I - - 16 79 UTIUTv- _ GRASS FLARS ON BOTH SIDES OF RAMP TYPsPEED LIMIT POLE y407 ,-OVERHEAD WIRES SIGN F NO I .. - PROPOSED GONG SIDENALK (TYP.) -GAS LVE POLE UTILITY POLE 2O`A' X AIL U _ _ _ _ - - - •Y .IG '�-I '-�`"6'�I' LIL 11407 A �`X� Q H WHITE S P LINE P SIGNS, 6,� UTIL!TY POLE * MI MI N� PROPOSED RAIN C)x LIL #aO8 0 WALK D = SEE DETAIL 1 MIN. MI MIN. zw CAST-IN-PLACE CONC. CURB BLDG I LO (5 to PROPOSED C7 LEAGHING SA IN TYPE M 285 SEE DETAIL _ TRANSITIONS 1:12 SLOPE 7 cV O O tt1 SIG D SEE CURB DETAIL 609-02 z _ 1 0 1 S RY FLA\TING BUFFER A UCCOX12'- 8' BICYCLE (W11-1) WARNING SIGN UILDING N 5EPTIG 5- _� =2A ° D 250' O.C. MAX. TYP. OR AS NOTED ° = rs SEE SHOULDER RE`-CONSTRUCTION ON PLAN (ALL SIGNS TO FACE MAIN ROAD) N N -� T.G. 12.5' p rycDETAIL FOR PAVEMENT AND BASE �Y T.A. 12.0' Op �F SPECIFICATIONS BICYCLE PARKING SIGN (D4-3) T.G. 11.5' (4) GOLDENRAIN TREE oj TYP- (KOELREUTERIA PANICULATA) 9 a - civ = ® -- ® b LAW AREA WITH TOP SOIL �o m 5EFTIr SYSTEM #I 1 ITEM NUMBERS 610.1602 AND 610.1402 BICYCLE PARKING AREA USING � � .�.� 1 rn BETWEEN ROAD CURB AND CONC, SIDEWALK. TYP. INVERTED U RACK INSTALLED ON CONC. SLAB 4 �/�y -mi z 17.4' rrii I r , r yo / i I rn �tio 1 D 6 I ` ��S� �R® ! ® SEED SITE PLAN rft. ti - 7-1 z I 5EFT1O S�STEMO2A 7 \ \\ G � zx II I T.A 12.Q' ��,k-F AG FOR TRAPFIC IC LINE DIAGRAM t_� t_� l J mx II >� LES �o NEx a S] IE T 1 OF 7 oil 0 ® � o � " �° ---� 0 ' Z0 S'` z SITUATE SITE DATA: I ® x� II rn� O 7.6. 1F 1 1 �o MATTITUCX TOTAL LOT AREA 84,142 'SQ. FT. Q) TYP, TOTAL ASPHALT PARKING AREA 42,636 SQ. FT. _ TOTAL SIDEWALK AREA 1,959 SQ. FT. N - 1 FT d - �� it ' b� TOWN ® F S® U T F� ® L D TOTAL ROOF AREA 9,697 SQ. FT. h D < O �. I 1 U► ... . I UTILITY - TOTAL LANDSCAPED AREA REQ'D 35% (29,450 SQ. FT.) c� D -I �6 �° .n N .'�/ z POLE Z i � . -4 : � II tz4i d. ... ._. TOTAL LANDSCAPED AREA PROVIDED 35.4% (29,850 SQ. FT:) z ® SUFFOLK C ® UNT t , I E W YORK K TOTAL LANDSCAPED AREA PROVIDED 44.3% (37,304 SQ. FT.) < ni I - O O II d D O tom] I z 5 1 �_ _ �. . z rn N S .C . TAX No. 1 000 - 1 22 - 03 - 1 7 . 1 AREA INCLUDING THE FOLLOWING SITE ' @ ® 5 N ROAD ACCESS AND PEDESTRIAN WAYS I Q1 O 132' Ia' S' O� �1 D m D I MINIMUM SIDE YARD PERMITTED 25 8.3 ht . - -(X, PROVIDED SIDE YARD 17.4' fi }-- - D G, D - O U MINIMUM TOTAL SIDE YARD PERMITTED 50' / Z ® 0 _ z U c _ SCALE I -20 PROVIDED TOTAL SIDE YARD 60.9' ni a rn O O Iii - ® 0 12" DIA�G 6EAR�NGEOR AFpR01vED EOUAL TYP• '� ' / \ I rn 25.0' < (TRAFF q MAXIMUM BUILDING HEIGHT PERMITTED 35' / \ Z d JULY 1 2, 2006 PROVIDED BUILDING HEIGHT 34.5' (OFFICE BUILDING) 26' (HUDSON BANK) MINIMUM FRONT YARD PERMITTED VARIABLE No \ II n // N T O n I' p o DECEMBER 22, 2006 ADDED SITE PLAN PROVIDE FRONT YARD 52.5' (OFFICE BUILDING) 81' (HUDSON BANK) f.0 II I - ;a ; i 1 � I JUNE 27, 2007 ADDED TOPOGRAPHICAL SURVEY ® 11 / ( z N AUGUST 27, 2007 ADDED SITE PLAN LOT COVERAGE PERMITTED 30% 9 \ LOT COVERAGE PROVIDED 15.8% oNX 4,750 soy. ft. FOR 1 D \ II I / Oj IDI 22 z OCTOBER 119, 2007 ADDED DRAINAGE & SEWER SEPTIC, SYSTEM #2B .0 \ I moZ _ \ II { I II I JANUARY 24, 2008 REVISED AS PER NYSDOT LETTER MID, 11 N fv I I I I I IT FEBRUARY 22, 2008 REVISED SITE PLAN o Ut O ti L___I 1_� 71 APRIL 2, 2008 REVISED SITE PLAN v 1 ® OI � / 55.0 rn I APRIL 9, 2008 REVISED SITE PLAN \n n A SEPTEMBER 12, 2008 REVISED SITE PLAN 7s' L- ®® �\ I I I �i� NOVEMBER 6, 2008 REVISED SITE PLAN NT.G. 12.5'OTES: II � --- - -- __ JANUARY 23, 2009 REVISED SITE PLAN 16.0' T.G, 12.5' II I - - A. 1 IO ��/ T,r-,, ILS' - FEBRUARY 3, 2016 REVISED SITE PLAN 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM x A. 12.0 , TYP. i GONG. GURB (TYP) T.G, 11 5' --- -O_ C_-_ PR EXISTING ELEVATIONS ARE SHOWN THUS: r PROPO / O ® Op05ED EXISTING COUNTOUR LINES ARE SHOWN THUS: i \ -TYP. (V I (,Rp55 �NO(JER AREA = 84,142 sq. ft. FIRST FLOOR D O i -_-____-- - - 00 GARAGE FLOOR Z ry 00 O ® ® ANT ® ® ® EASEM 1 .931 a c. 2. FLOOD ZONE INFORMATION TAKEN FROM: CN I FLOOD INSURANCE RATE MAP No. 3610300481 G N PROFC%' ASPHALT PP`TA. 12.0' 11 TYPII.S' I 11 T.G. 12.5' 11 T.A. 12.0'TYP. ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE T.A. ac, 11 LX-_x_ 11 11 I I- T.G. 12.5' TYP. -----I---- DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN k-I25 -�I T.c. 12.5' --,,-- 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. PROPOSED ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. ENG1­05ED # r�° �- - U) O DUMPSTERO UTILITY 3. SEPTIC SYSTEM STRUCTURES SHOWN: ° 1 POLE 11 FOUND N 4645'00 E 1 1 11 4 CONC. MON. / 11 11 -� _ PROPOSED EXPANSION POOL 14.64' 07d 5EPTIG SYSTEM #2B PROPOSED 6' HIGH STOCKADE F NGE �/ S 45018'50" W 7500' T rn rn (SN1 - vEMEN1 PROPOSED LEACHING POOL m O PROFOEE12 GR ® 1 1 d lI) n A Z 11 Ad D 11 (P PROPOSED SEPTIC TANK c3i ljl rn 11 p J 73'), 70 n 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 3 a ® _ a rn ®0 OD �° a .1 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. � ,p p � (:: od 2� d J -A -4 5. PROPOSED TOTAL BUILDING COVERAGE = 9,289 sq. ft. OR 11% OF LOT AREA MAIN R O /�t� n (EXCLUDING ROOF OVERHANGS) (N.Y.S. RTE. 5. PROPOSED TOTAL IMPERVIOUS AREA = 55,500 sq. ft. OR 65,96% OF LOT AREA (INCLUDING ALL BUILDINGS, BUILDING OVERHANGS, SIDEWALKS AND ASPHALT PAVEMENT) j1 1 1 0 N 51'50'00" E 225.00' O 11 9 1 1 �_ /Iq ® 6. TOTAL LANDSCAPING AREA = 28,642 sq. ft. OR 34.04% OF LOT AREA >~ 0 111 n 2' - y SITE PLAN DESIGN BY: (INCLUDING BUFFER AREA) (�� 1q11 1 11 I 11 rn � R.A.7. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND z o 11 la, I1 II < wl 1 rn c� z James V. DeLucca A REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. o C:� LEGEND: TEST HOLE DATA " 11 # II 1 ® ------ a`n � 1 vi T.C. - TOP OF CURB T.G. 12.5' ELEVATION 12.5' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 8, 2007) ` A r>` 11 11 11 p, r T.A. - TOP OF ASPHALT EL. 12.5' a, 11 T.A. 12.p' T.G. 12.5' 11 j ELEVATION 12.0' EXCEPT AS NOTED ON DRAWING (PROPOSED ELEVATION) `f T.A. 12.0' ° � T.G. I1.5' 11 7 Q�.� tV T.G. 11.5' ° a n MIXED SAND AND LOAM - ry TYP. fJ T.G. - TOP OF DRAINAGE INLET (PROPOSED ELEVATION) ® -_____ ® _ ____ --------- TYP. pr- - 7 ; ELEVATION 11.5' 43, A;, T.W. - TOP OF RETAINING WALL (PROPOSED ELEVATION) BROWN SILTY SAND SM o W T.A. 12 O' P OPOSED ELEVATION 12.5' TYP. �o� vEL PAVEMENTT.G. 12.5' C` ¢ GONG. .ta rRa 5 r O, GURB TYP. T.A. 12.0' T.A. 12.0' r i; ® - A/C CONDENSER UNITS � . . - � SLOP T.G. 12.5' o E GRADE TO MATCH 21 OAK T.G. 12.5' I2 - PROVIDED PARKING STALLS PALE BROWN FINE SAND SP 0 ExISTIN5 GRADE AT PLANTING R -�� G � ''N. Lic. No. 50467 BUFF LINE �', �. N N 48'00'00" E 0 0 ry W N3j - BANKED PARKING STALLS EL. 3.4' 91. 362.00' vF V 12" OAK x t0, Nathan Taft Corwin III FOUND CO 145'28' Land Surveyor DRIVE UP WINDOW STACKING PARKING STALLS MON. 0.4'W WATER IN PALE BROWN FINE SAND SP 48-0090037 16 OAK a TRAFFIC DIRECTION FLOW ARROWS 16" OAK CFOUNND 72.88' S 48'0000" W OUND 75.00' EDGE OF DIRT ROAD 14 OAK 9 Z 13" LOCUST CONC. MON. \ Title Surveys - Subdivisions - Site Plans - Construction Layout 17' 218. 16' 33' WIDE RIGHT OF WAY PHONE (631)727-2090 Fax (631)727-1727 -lee (KNOWN AS JOHN'S ROAD) Z OFFICES LOCATED AT MAILING ADDRESS ta• 322 Roanoke Avenue P.O. Box 1931 t1 Riverhead, New York 11901 Riverhead, New York 11901-0965 24-255L t; UNIT #1 RETAIL FLOORTING AND TILE 5HOWROOM TOTAL 2,000 SQ/FT PORTABLE 10LBAB-f. f FIRE EXTINGU5HER aUNIT#2 SALON: PERSONAL SERVICE USE TOTAL 1,036 1 5Q/FT 1 .'AN VENTED TO EXTERIOR ILLUMINATED EXIT SIGN p UNIT#3 WET USE TOTAL 1,000 SQIFT WITH EMERG-ENCyLIGHTING a TWAL CnNSTRUG=ION N w ❑ t (2)LAYERS OF 5/9'TYPE X o UTITLITY AREAS TOTAL 98 92 5Q/FT BYF BD BOTH 51DE5 OF WALL TYP m ETH EDITION UL.DE5.U301(4-2 HR)(F) H w In a COMMON AREAS TOTAL 68l 98 5Q/FT °> i 9s' w 31'-5 3/4" b'-5 117 ----------'----- ---'-------------55'-0 3/4" — . w I m f 7 i Z I p J I : 0 gy UP /, Z Z ty j UTILITY ROOMffl[H] � i !.I .,c:. i•_ :! �^.. - BREAK ROOM Q 1i 8' ` MACHINE �/ \ SSS ROOM -. .D.A.GOMPLIA I- B/CTtIROOM \HROOM,.' Lr "' j E PR '• EP ROOM %.- ELEVATOR j \ d/ FMI.:.ROOM (L m E� UNIT#1 UNIT#3 CQ a OMMON AREA p `---- FIRST FLOOR SOUTH UNIT '>• „ _? _ WET USE FLOORING & TILE 5HOWROOM - - - RETAIL 0 s � a UNIT#2 SALON y N -- 4 STATIONS ONLY PERSONAL SERVICE USE o • - z RECEPTION - --UP— FOYER P FOYER DATE i 1 APP ®VE U ® AS ; S Chererson 23'-b" 15'-11 9116"-2'6 15/16' 29'49176' 23'-b 15/16' • SHEET. 95' D�e - �-4 I=IRST FLOOR s UNIT #4 MASSAGE - PERSONAL SERVICE USE TOTAL 2,000 50/FT 1' PORTABLE 10 L6 A-B-G FIRE EXTINGU5HER UNIT#5 MEDICAL OFFICE USE TOTAL 1,900 17 50/FT } FAN VENTED TO EXTERIOR a In a COMMON AREAS TOTAL 365 42 50/FT ILLUMINATED EXIT SIGN WITH EMERGENCY LIGHTINv w 0 wr 0 TV40 HOUR fR a ONSTRU -CTI(N <0 (2)LAYERS OF 516-TYPE X w I BYP BD BOTH SIDES OF 1^iALL TYP O w ETH EDITION UL.DE5.U301(4-2 HR)(F) `nj w 95' i w - _- -----13'-6 1/2'-------�-4'-9 314'�-�- - -21'-1 112" — --�---19'-T 1176' `f"-------- —35'-11 3116" < 0 K w m E Z u+x c CN Ln s SHOWER T t ,• - , .. - W cr1 MA55AGE RM#4 Z Z O V N -_-- -I OFFICE ii�': Ci # J•>N GL - V r- F- !- i 11 HALL, e}' - ! I3I£ `N _ ELEVATOR _ MA55AGE RM#3 •3la 1— i I •. UN-FINISHED AREA to —1 x -/ ? PREP ROOM 5TO -� COMMON AREA (( s;•; ' 'A.. .. ... -. , " RAGE (({{ aTFIR GOM N AR A Z ca a i 11 MA55AGC RM#2 4 1--- .. 'i._ , ., 'F UNIT #5 C-j �:.M: O:NE -0- TOR :QFFIG;E, 'kATH'RM 02 =BATH�RM#i UNIT#4 i .• - _ - ` 5EGOND FLOOR 50UT4' UNIT I MA55AGE, PER56NAL 5ERIGE U5E n 4 MA55.AGE STATIONS MASSAGE RM#1 '"'"1 n '` "` V-IAITING ROOM + _ n �• // LAUNDRY - •/. ,z .. -. '`"• ... . t APPqOVED AS BUILT _151-0 mr 15'-51/2" 15'-11' 11'-6318" 4'-5516' 16' 23'-1' SCALE Chair erson , ®ate_ SHEET' Date- 5EGOND FLOOR A_3 SEP 16 2016 Southold Town RIM ELEV. RIM ELEV. Plannirg Board =12.90 =12.90 t ROADWAY W Y FRAME �1 �1 r �y I 2'-6'M� AX. a 2'-0" (MAX.) .I y�.s � ,. 1./ i/1ifS 1 � .�+ Afl� "itk ADWA --TYP ; Cil# FRAME" , yri,y i �,w C.I. FRAME 8 °. . 20"MIN. 20"MiN. X74 'COVER '"(�i'r Ec PROM .t FINISHED," GRAD �`. 4 ! . ,..FINISHED, J-_. a.. '. ...�:. # ..: CC�i1�lA 1 .YI ,i\ O1 ;`... 4701/"VV_�' E1,. , .. BSc :, 'OVER NSECT, PROOF) g_.. 6" SDR35 PVC M^ _ --0.. x Y 5 BARS 6" O.C. 12"MIN. DROP TEE ' # B R 171111. TRAFFIC BEAR11�� �EI�` : +• 6 E/vJ OR EX WwM Qx,�. tTtlti. . -� - ---- -- ---- -- MIN. 6" SDR 35 PVC PIPE PITCHED MIN. 1/8" PER 1' 4 CAST IRON F'IF'E 1/4" �t, u� Milt ; �. ;4* X MIN. 4" SDR 35 PVC PIPE TO ,-, : :F?�p �/ 80/ft,(m11r 4'-0" RISER PITCHED MIN. 1/4" PER 1' 10.45)PTlC TANK (INV. ELEV. !W. EL. �.2'- K 1W. EL„ * FROM HOUSE TRAP (INV. ELEV. 10.95) x 6'-0" 4" 5' LIQUID DEPTH 1 . .Q ` 1 6x12, 6&8 ELL 1" BUTYL RUBBER JOINT SEALANT OUTLET DROP TEE 41, MB SE I TO WITHIN 12" OF BOTTOM BOTTOM OF GREASE 4" 71_4"LL J4" TRAP ELEV. = 17.65 '�"-0 '-0" DIA. NOTE_ .. u0 �r'�it1. " #4 REBAR @6 O.C. B/W OR EXISTING SANITARY SYSTEM APPROVAL C16-08-0005 NOTES: EQUIV. WWM 1.10 V A 'L0 28 DAYS 0 2. REBARE 0 BE TE 0 STM I A�-615 GRADE 60 z• • ,. �` . WELDED WIRE FABRIC ASTM A-185 SEPTIC its T N SIGNED FOR AASHTO H-20 5. ALL COMPONENTS TO BE COUNTY HEALTH DEPT. APPROVED. PROPOSED 8 ' 0 1 , 500 GAL. GREASE TRAP 'CLEAW SAND ANO GRAVEL BQTTOV DETAIL EXISTING SANITARY PROFILE N.T.S. :ROUN A ' 4 (L Y plc - ,- (SYSTEM 2A) 2 N.T.S. NOTE CkIA�'�L(S) i By Suffolk County Department of Health Services ��►•i,� .+1y:1�Y.Y, .� M �YY� ,R,.,A Y 1„�.Y,4Yii ALLOWABLE SITE SANITARY FLOW 4" (POPULATION DENSITY EQUIVALENT) GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE) �2'-10 USE 600 GPD/ACRE X 1.93 ACRES = 1,158 GPD 52" COVER 48" HOUSE CONCRETEAPITN SECTION v SEWAGE DISPOSAL SYSTEM (OUTFALL 1) - 1 STORY BANK � STAINLESS I DESIGN SEWAGE FLOW RATE (SANITARY) - 0.06 GPD/SF (NON-MEDICAL OFFICE) CLEAN OUTS STEEL BOLT - - - - - - - - 0.06 GPD/SF X 3.244 SF = 194 64 GPD . , . „ x , . Y „ ; z PLAN 1/8" THK. WASHER a w = z - TOTAL: 194.64 GPD .a k % x� % o r� . . T3 N U Cr 3/8" O-RING GASKET SEWAGE DISPOSAL SYSTEM(OUTFALL 2A AND 2B) - 2 STORY MAXED USE x , ` ` ; xx ; x ; ; ; xx ; x ; x N .i DESIGN SEWAGE FLOW RATES / NOTES: MAX. 0.03 GAD/SF (RETAIL - DRY STORE) -- -- -- -- 10' MIN. 10' MIN.}► DRAINAGE 1 MATERIALS: CONFORMS S TO ASTM A48 CLASS 30B OR t1 0.03 GPD/SF (FOOD SERVICE - WET STORE/ TAKE-OUT DENSITY LOAD) f STRUCTURE 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY U 0.12 GPD/SF (FOOD SERVICE - WET STORE/ TAKE-OUT KITCHEN/GRAY LOAD) 0 LOADING 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND 0.10 GPD/5F MEDICAL - MEDICAL OFFICE SPACE) � PRECAST OR APPROVED EQUAL. rel PERP ARCHITECTURAL PLANS PIANS -- 0 ouTE4LL 2A - 1sT FI_aoR PLAN VIEW 24 S� WATER TIGHT NI 0.03 GPD/5F X 1,200 SF = 36 GPD (DENSITY LOAD) PLAN HEAVY DUTY FRAME 8c COVER N 0.12 GPD/SF X 1,200 SF = 144 GPD (KITCHEN/ GRAY LOAD) N.T.S. 6) 0.03 GPD/SF X 3,550 SF = 106.5 GPD (DENSITY LOAD) FRESH AIR INTAKE PIPE W/ SCREEN SEWER LINE SEPARATION N SEPTIC TANK COVER SHALL BE 1/4- DIAMOND PLATE N.T.S. 0 - - STEEL WITH HOLE CUT FOR VENT PIPE j REQUIRED: 286.5 GPD X 2 DAY FLOW = 573 GALLON (ELEV. 12.90) PROVIDED: (1) 8'0 AND 4' LIQUID DEPTH, 1,200 GALLON CIRCULAR TANK CLEANOUTS A5 REQUIRED LEACHING POOLS � F.F.=12.50 REQUIRED: 286.5 GPD / 1.5 GPD/SF = 191 SF OF SIDEWLL '-4" r) 191 SF / 31.4 SF/VF = 6.1 V.F. -►1 2" NOTCH ~ � PROVIDED: (3) 10'0 LEACHING POOLS ® 3'-8" EFF. DEPTH = 12 V.F. 1/4- GREASE TRAIP PROPOSED 1/4" L - BLDG. FNDT. NOTCH CAST IRON PIPE REQUIRED: 144 GPD X 1 DAY FLOW = 144 GALLONS AS PER TO BE INSTALLED SUFFOLK C'OLR�Tl r 1�1�p,�J01"�1i IST O�^11EI�laTH j PROPOSED: (1) 8'0 AND 5' LIQUID DEPTH, 1,500 GALLON GREASE TRAP PLANS ARCHITECTURAL 2' BEYOND FNDT. WALL Alt g'" 17 a� (PIPE INV. ELEV.=11.06) "` OUTFALL 28 - 2ND FLOOR CONC. c 0.10 GPD/SF X 4,750 SF = 475 GPD FOOTING W/ _ . .. OPEN BOTTOM S�i.l�i�./���,rliti�� 7; - -- `:�a� �_ 1 O� ;tii=��' ";; ,.01`�i�i'�' ���'� 8-1-16 MF AS PER COMMENTS FROM SCDHS DATED 7-14-16 RGD SEPTIC TANK t ,: . .:.. ---� 1 ,, 2 t�r�W,•HOU IRON TO SCDHS 1''�"�'1�,t� EPI'S jl'�j'1'1r�LS. DATE BY DESCRIPTION APPROV. BY REQUIRED: 475 GPD X 2 DAY FLOW = 950 GALLON HOUSE APPROVED PROVIDED: (1) 8'0 AND 4' LIQUID DEPTH, 1,200 GALLON CIRCULAR TANK DRAIN SANITARY 8" SYSTEM „ REVISIONS LEACHING POOLS 12" i �... -----� TOWN OF SOUTHOLD TYP. ? ; © REQUIRED: 475 GPD / 1.5 GPD/SF = 316.66 SF OF SIDEWALL ti �. ..5� _ =` :: , SUFFOLK COUNTY EXCAVATION IN PEC,TION RI.�I�.�I�I �� h ." '- � 316.66 SF / 31.4 SF/VF = 10.1 V.F. CAST IRON HOUSE ;u ..,, , .' 1 1700 MAIN ROAD, HUDSON CITY BANK PROVIDED: (3) 10'4 LEACHING POOLS ® 3'-8" EFF. DEPTH = 12 V.F. TRAP IN CONCRETE PIT I~0P SANITARY "����;'i _ TR� y°� ��' PLAZA - GREASE TRAP r- TOTAL SITE @ENSITY LOAD: BOX TO BE FILLED WITH CLEAN © ` O SAND LEVEL WITH THE CLEAN B i HEAL H D E PA R I tl E N T I OUTFALL 1 _194.64 GPD OUT PLUGS ;f SANITARY DETAILS OUTFALL 2A -- 142.5 GPD c9 � OUTFALL 2B 475 GPD SECTION A-A G 812.14 < 1,158 GPD (AVAILABLE FLOW)=>(OK), N o 345.86 GPD REMAINING (SITE IS WITHIN DENSITY) � ffi � L. K. CLAN ASSOCIATES, P.C. TYPICAL EXTERIOR HOUSE TRAP * CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN. NE'k YORK 11719 N.T.S. cr _. Designed By: MF/CFD Scale: AS NOTED Sheet No. > Q !� C� � °' s63 �p4� Drawn By: MF Date: MARCH 2016 C` r"? SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �OFc��'`�� JL. Approved By: RGD File No. 16029.002