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HomeMy WebLinkAbout1000-52.-5-58.3 KEY MAP: D.A.K. Associates LLC. AND ITS MEMBERS ARE NOT ALBERTSOI\[ S � �^=�'.�`r"ry ..i.^ .� �r'"� :r �r""�r�m r ,'', •.fi•',,,��,5' � �� 3 0 2015Ll1SITE PLAN OF PROPERTY RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO ENDED AT GREENPORT 1J M INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMM K ASSOCIATES LLc .°:,..7 ;; ' ;i,,•t` t as ". S f "-r F`,r� T O Y Y l V 0$ /� / '��L� + m x s 7 f f! rresidential&commercial design•engineering•consultingLIGHT LAYOUT. IT IS A DESIGN BASED UPON THE 1 �,. E -, 4 i xF=rt i LA_N a k SOUTHOLD TOWN CODE - ARTICLE -172. A pane ( 1 33 90 SUFFOLK CO UNTY. IV f r r = 506 Main Street h 631 4 64 Westhampton Beach,New York 11978 fax: (6311 466-3354 . , 1000- 52- 05- 58. 3 - h s , + + ;.;`` ° a` pr E-Mail: ssbn654Qoptonline.net •� ..AIre �'• .� �x:t 55' i Deerkoski,Arm&Kehl Associates,LLC oformerly East End Design Associates,LLC xy _ i SCALE: 1 - 2Oc s r.� t 7 - OWNERSHIP & USE OF DOCUMENTS: t'-�; ,l it ��� '' a� $ `"� ,�� `� �a. These drawings and specifications including the G / ideas, design and arrangements represented Q) SEP TEM 8ER 18 2014 Y E f _'° br r g 9 P y, - , :_) �' •cE : z therein, are the property of D.A.K. ASSOCIATES, L. 7.5' F) N� f O C TOBER 31, 2014 �;° _. ;{;'_ `/�' �;'4 $,�, ;� � � .�; �'r'' ,�''`��`�� „��,fc_�-,. �- � LLC. No part thereof shall be copied, disclosed V S' x^! 4 to others or used in connection with any work F 8'N DECEMBER 03 2014 hh / or project other than for which the have been METAL J p (prepared without written consent. BUILDING METAL MARCH 25, 205 PROJECT BUILDING t�l (STORAGE) d F ti (STORAGE) 30'-0" z RF S F o' h G 6j /s` AREA= 4 0 659 SQ. .F'T. �: ° 1 / O 1/` /(yam/ T /�/ t ✓t 1 r 4.y 4 C N ° °�C `O \ �l /� / ('� x r ,rte {Y r. , t R f, 4.i"P:F `Fi GER A RD 01 �LLJ ''° OR . 9834 ACRES n o Q EL,11.0 . If, � -- \ / / � � _ cd $_ t t"t �r,•'' � "vi y ..�''.,. �. r_'r' J / ORIEN 1"A L E 2 U R 9 a / ` �l V J S LO ZI E GRASS �'Vl �/\ ��� /J r 9� 4 tea" ' " 1F No � . n POTABLE ° \ s 9Q WATER I Lf -- '9/N \ -- co 00/v _0;, RFT�q . _o\e;.'_e- \ CL,12� - �, \ ���J PROPERTY INFORMATION: 67575 RT. 25, MAIN ROAD R\\ GREENPORT, NEW YORK \,-GRASS GRASS F�GRAss \ I CL_1 2.0' `\ -- , / \ > ✓1/CF _ \ ,, CL,11.�� �1 BUISNESS LOCATION: PROPERTY OWNER CONTACT INFORMATION. �/ `< S _ \ 9 ' \ 67575 MAIN ROAD (RT25) GERARD ORIENTALE WORK NOTES: O 0 o� \� rl ` I �/ GREENPORT, NY 11944 PO BOX 770 A- o ' ' o c'°` h r � i � SOUTHOLD, NY 11971 / ( � n� o�Masr �, SCTM# 1000-52-05-58.3 PHONE �\ F,9 # (631) 765-5471 ORVin' F 3� UIE UNDERSIGNED,PURSUANTTUSOUTIIOLD TOWN CODE SE ON SITE AREA = .9334 ACRES A. �� \ �`�/ �Q�/ Y pR ST� �aP { �0'x 0 / �" S 2P!5-131ll ACKNOWLEDGES TIIAT TIfE CONDITIONS OF TIIE SM PLAN (40,659 sq. ft.) /� .�" g / /JF Op R 3 , 0 ' ( ) AFFROV L 5E FORTH IN THE RESOLUTION OF APPROVAL DATED Houls5 1a 1A Fp TOTAL 115 PCS LIGUSTRUM PRIVET J cb / - _ /. wli" 0SFgGE) ��^P @q�q 0 x3o.1 zs�p, SNF �� 5' TALL INSTALLATION SIZE �IJJtZOLP AREACCEPTED(SEE CONrITIONSONRESOLUTION). V I F?. 0/V O PT H / F`` �0C; A<Y PLEASE PRM, N IE ,�,2��,✓1„ -�_ EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) SCHOOL DISTRICT GREENPORT o '`3�SAy� Y G`,9 /� VC _//V/NG k yq0' 6' HIG� BLK CHAIN LINK FENCE W/ PRIVACY SLATS > _f% „�,►j3tzo FIRE DISTRICT GREENPORT UTI AUTHOKtZ. SIGNATURE 9'I'fLE DATE 5� 4.03 ' N� �E ,O,Xp ' (6) PC'S ZECKOVA APPROVED VADJACENT OWNERS INFORMATION: GAP _��"/ 4. '0 41 y / / �, , 3oa/�� ?e, ��" � 2.5"-3.0" CALIBER T`o/wil ole so OLDPLAINLVC$OARD SOUTH PROPERTY NORTH PROPERTY: C� �� O / �� 25 BUFFER ZONE TO BE PROVIDED cH-3IRPERSOtiS1C ATLRF. DATE CSC ACQUISITION NY. INC. RATSO LLC. REVISIONS: O\ ,1; i <.o ; rT w = Qob �o�tP� Q -1 PO. BOX 249 T, o- 4' PO. BOX 398 DECEMBER 03, 2014 \ l^ " i X30 v S 1 The approved site development plan s:ssll be valid Co*-a period of„0ig�teen Q BETHPAGE, NY. 1 1714-0249 bfromtoedateofapprovalaspercodesection25� ,; Y GREENPORT, NY 11944 MARCH 04, 2015 ^ SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 i _ 8' ci q'0 S;S, My w O �� SEAWAY PROPERTY: SHOP LLC. \g„ �`` QJ 600 ROBINSON ROAD GREENPORT, NY. 11944 �, / AR SCTM# 1000-52-05-58.1 Tj FQ TEST HOLE: N.T.S. ( %/ CL_10.0' Spy n/G`• </N� Sc �0\wql -fes TEST HOLE DATA PREPARED BY MCDONALD GEOSCIENCE LI ROi1i Q) CqT/0� \S� �� BORING DONE ON 05/01/01 DISTRICT LIGHT INDUSTRIAL Cp �y , ,<,A 0,4,P � ,t q f��I\ O� LOT SIZE (square feet 40,000 �/ �� °x3op '0- �<,_°rt '== C� �� �� ^j \, � � 0 EL. 8.5' LOT WIDTH feet 100 LOT DEPTH f 15 FE.ONT YARD (feet) VARIABLE / f/ro O o °'k Cq MIXED SAND, GRAVEL 2 DRAWING TITLE: x30. 3o� F,q \ O r ,e, y �' �J • 1.5 YAR f / I 10' 7'0,' k3 01 k o� I \ BROWN LOAMY SAND SM REOAR YARD TH SIDE YARD D feet o4 0 /1'1_-:'ititA-::" ' C) 25' BUFFIER ZONE TO BE PROVI Dr 3.5' LANDSCAPE AREA 70 701-o® °x"� ox3o� r / - Q \0 -� s LOT COVERAGE % MAX SITE PLAN ' ./ �� cr -, BROWN FINE TO COARSE SAND SW BUILDING HEIGHT feet c.0 <.o , 9� r �� �,� NUMBER OF STORIES `�` ��, �5 �0x3o® °x3°. °x3o4 J r �l 1 01 �<vQ 5.0' 2 REFER TO APPROPIATE ZONE ORDINANCE � �� \�` P C2 Q -^ " ® <.p ;: / \ / " 'S w LOT COVERAGE; GO GF. �� EL. 8.0 \ 70.1•° o=r ;`?"_= Q r �- S, 'y� 4b FE 0.4'N `\ x3o' 30� ,' �°�_ O '�'Gyr UTit. QJ� WATER IN PALE BROWN FINE TO COARSE SAND SW TOTAL LOT SIZE: 0.9334 ACRES or (40,659 sq. ft.) GO `\ P\ �� nr �/ oe POLE `- NORTHERN BUILDING =. 3200 sq. �, c� 0.4'W �N (TOTAL 115) PCS LIGUSTRUM PRIVET q ft. UJ z ��ss 5' TALL INSTALLATION SIZE SET: ISSUED FOR: DATE: EEL.1,0 J (30%TOTALTOTAOWABLE L LOT COVET COVERAGE:RAGE ALLOWED) sq/ft COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE LOT COVERAGE: 3200 sq. ft. or 7.87% (30% allowable) SIGN LIGHTING: v s _ °s �Jv �S'0, HARDSCAPE AREA: 15,822.34 sq.ft (RCA AREA, ASPHALT AREA, & CONC. AREA RAB CNlLED13NRACB R OQ� v ADJUSTABLE 4 DEGREE SWIVEL INT LANDSCAPE AREA: 13,028.93 sq. ft. or 32.04% 25% required) RC LE 5 EG EES EL JO ( \G�� � � / q �RFq '9 � �Pv ods= � � DEP CAT ALUMINUM ERIOR HEAT K HOUSING PARKING CRITERIA: SEAL: `,` B e Q Q ��' 5 YEAR LED WARRENTY 0V / J� �v COLOR BLACK 1 PER EMPLOYEE OR 1 PER 500 SQUARE FEET OF FLOOR AREA WHICHEVER UT / �� 1S GREATER, �P Qv POLE J LED INFO: DRIVER INFO: G 10 T/S �C� Q WATTS: 13W TYPE: CONSTANT CURRENT NORTH BUILDING AREA: � )f NEW 1,� COLOR TEMP: 4000K (NEUTRAL) 120V: 0.3A 3200 sq. ft. ® 1 SPACE / 500 sq. ft. = 6.4 = 7 SPACES `Q �,DEEt? 25 BUFFER ZONE TO BE PROVIDED COLOR ACCURACY: 87 CRI 208V: 0.3A OR G L70 LIFESPAN: 100,000 240V: 0.3A 6 EMPLOYEES = 6 SPACES Q A LM 79 LUMENS: 388 277V: 0.15A TOTAL PARKING SPACES REQUIRED = 7 SPACES 7• 2.''R UJ \0- �� EFFICACY: 25 LPW INPUT WATTS: 15W n , <;r� $ 4z� C, EFFICIENCY: 85% PARKING SPACES PROVIDED 7 + 1 HANDICAP SPACE = 8 SPACES TOTAL TOTAL SPACES PROVIDED = 8 SPACES �� 0 t' ���\ N �X RCA �� v0� �(�� w SIGN NOTES: DRAINAGE & ROOF RUNOFF: �� i \ \ 1.O' u � RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0, RCA = 1.0 JAME OSKI, PE. 7 Q� ° ,A) 1) AN ACCURATE MOCK-UP OF THE PROPOSED SIGN IS TO BE PROVIDED TO THE PLANNING t'-0" DEEP POOL x s' DIA. = 42.24 cu. ft. per vertical ft. Profession ) Engineer GF' C/ S� F BOARD FOR APPROVAL OF THE DESIGN AND DIMENSIONS, PRIOR TO THE BUILDING p g v � V-0" DEEP POOL x 10' DIA, = 68.3 cu. ft. per vertical ft. C O DEPARTMENT ISSUING A SIGN PERMIT. ---- -- -- ----- ---- - ___ ._ DATE: OCTOBER 1 , 2014 �� + �1 \,\ / �•� cD �` 2) ADDRESS NUMBERS ON BOTH SIDES OF PROPOSED SIGNS PILLARS ARE TO BE A MINIMUM NORTH BUILDING ROOF = 3321 sq. ft. PROJECT N0. Cj �0 OF 4" HIGH AND ,5" WIDTH (STROKE) PURSUANT TO FIRE CODE 505.1 .166667 ft. x (3321sq.ft.)(1.0) 974-2014 ,4 F/S (6) PC'S ZECKOVA = 553.51 cu.ft. / 68.4 cu.ft/Ft. = 8.1 vertical feet DRAWN BY: :.:., (3) 10' DIA x 3' DEEP POOLS REQUIRED CHECKED BY: �j O GQv "�� �� 2.5"-3.0" CALIBER TREE PRUNING NOTATION BDK li P G G �� J \ \�` 0 ��� S-� ��� ALL STREET TREES ARE TO BE MAINTAINED TO PROVIDE THE LOWEST OR JJD \<\N o 120' OF FRENCH DRAIN AS NOTED SHEET NUMBER: G� \ J � �S\°\G �� 4 '' UTI L. 25 BUFFER ZONE TO BE PROVIDED BRANCH ATA MINUMUM OF 6 -6 ABOVE THE FINAL GRADE. POLE OJ\� DETAIL CALCULATIONS OF FRENCH DRAIN CONSTRUCTION ASPHALT AREA "A" \ < <2 P J� 4,940 sq. ft. O/ G�\�� �\� - (3) PC'S THUJA GREEN GIANT � � Q NORTH BUILDING ROOF = .166667 ft. x (4,117 sq.ft.)(1.0) ��j P` \v = 686.18 cu.ft. / 68.4 cu.ft./ft. = 10.03 vertical feet 10 \ P� 5'-D"-6'-O" TALL 120' LONG X 4' DEEP X 3.0' WIDE = 1440 CU.FT. ' PO =11 1440 CU.FT, x 30% = 432 CU.FT. (4) 10' DIA, x 3' DEEP POOLS REQUIRED = 12 VF.� PLUSSip- 1 JP 12 LENGHTS x 120' OF 4" 2PERFORATED ADS PIPE = 1440 LF. RCA AREA "B" - "RCA AREA" fid' EL. 11.5' 1440 LF, x 12 X 3.14 x 2 = 217,036.8 CU.IN. /1728 CU.IN /CU. FT = 125.6 CU.FT. = 19,386 sq. ft. Ge, �\� �� = .166667 ft. x (19,386 sq./ft)(1.0) ® = REB'AR 5Q �P THE TOTAL CAPACITY REQUIRED = 553,51 CU.FT = 3231cu.ft. / 68.4 cu.ft./ft. = 47.24 vertical feet e � � TOTAL CAPACITY PROVIDED IS 432 CU.FT + 126 CU.FT = 558 CU.FT. (16) 10' DIA. x 3.0' DEEP POOLS REQUIRED =48 VF S�\� �\� /�/¢' SITE PLAN DISCLOSURE: SITE PLAN DISCLOSURE: PROPOSED ELEVA TION ----�L_x.�---- QG O i0 CONTOUR LINE AND ELEVATION ARE DOB NUMBER: 11 REFERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC 1 OF 1 • EXISTING ELEVATION - - _ - - - - � TOPOGRAPHIC MAP, SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014, ® Inspection Cover Drain Cover ©D-A-K ASSOCIATES, LLC KEY MAP: FRENCH DRAIN DETAILSITE74 r MAR 3 0 2015 -77 � N.T.S. tg'-0"MAX. C.to C. PLAT OF j• a r `I ' '> -( rst a, - t wAya„ it. ,e. ,x�',•, til !, `. - N 77 U A T GREEIVPORT _ FRENCH DRAIN CALCULATIONS = LENGTH X WIDTH X HEIGHT X 30% w " x RADE O N '+ A WITH-IN THE SYSTEM - LL LL D A PLUS VOLUME OF ALL PIPES TO BE INSTALLED c a ' '4 �' - Q K AS LLC - _�1 4,' gra.*r k t a 4 °'. ,` "'4.'', ° residential&commercial design engineeringa consul}in NOTE: BOTTOM OF DRAINAGE SYSTEM TO START CONSTRUCTED AT THE W TO WIV Off' SOUTHOLD g g .:«��-�"1i fi ,R.rkt s � f �T '' � 251 � � � LOWEST POINT AND MAINTAIN THAT ELEVATION ALONG THE ENTIRE �� =LL wC N '✓01 � 1 .1' 'LA1VE v� 5r� T " sr DRAINAGE SYSTEM s Mt{ e SUFFOLK C -V �Y �� I.a _ x �„ - 506 Main Street`` � � ? ': a •. ` i �', phon : 631 767 6071 �F^„yE f �`�' �R � Westhampton Beach,New York 11978 fox: (6311466.3354 - '� r"s r E-Mail: CArm8888Caol.com ! o� 1000- 52- 05- 58. 3 :� - i /,� q, ' Deerkoski,Arm 8 Kehl Associates,LLC oformedy East End Design Associates,LLC `� -,"F ¢ � J 51'r,ds f '! -";r..•i, .-fi ' 1{f - ^-,J+ 'r rT ' PERSPECTIVE VIEW kti�z f I.IC, ut R r " ` "• F & 7 OWNERSHIP & USE OF DOCUMENTS: ' _ These drawings and specifications including the SEPTEMBER 1 8 2014 ideas, design and arrangements represented �, " } y �" .r.�# r r" ,^ I therein, are the property of D.A.K. ASSOCIATES, OCTOBER 37 2014 f k ,. - �,� �� k -o,. ,� �-.� � LLC. No art thereof shall be copied, disclosed 36' MINIMUM 2 x 2 , s ,` Yj1r p p r ��• 5 to others or used in connection with an work ,, ; 3r <' h n Ly or project other than for which they have been .� k, FENCE POST DECEMBER 03 2014 ``� a , 5 s y DETAIL t'•. ;` + prepared without written consent. NORTHERN FRENCH DRAIN WOVEN WIRE FENCE t AREA= 40, 659 S FT. Y r# `� fi ' �"-¢F... �; '� 1 '�� (6 X 6 - 10/10 WWF) �� PROJECT: RAINS VARY BUT NOTE: WIDTHS OF FRENCH ID Z THE DEPTH OF THE FRENCH WIILL REMAIN AS NOTED. FILTER CLOTH OR L . 9334 A CRE,S ` ' 3 � ;w a r � - F GERARD NOTE:NUMBER OF 4"ADS PIPICS IN EACH FRENCH g `V �@ ^` K, 6 FENCE �OpE _ . DRAIN TO VARY. (SEE BELOW) f i rJ ORIENTIALE N.T.S. _ �' ._ TOP OF FRENCH t.^,!+'c .e #. �� J l - C 5 � / 1 � � i`. � DRAIN TO BE EMBED FILTER CLOTH BOE m fi a p COVERED WITH " •'# P i � '' '"a••vi "'1. a _:7 - -, i h -'` t YP i' _r`l SILT FENCE MIN. 6 INTO GROUND CLEAN STONES Z r ',;. +k:• ! ,r. p"' \•" '.tea` r'.. " "i s+- ..'.� 2"-3"IN SIZE -" ;.'r '"�"x rf f 1 -~ -- "k `• 't ea - ic LAYER OF CLEAN NOTE: ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: PROPERTY INFORMATION: 87575 RT. ZrJ, MAIN ROAD SAND TYPICAL MAXIMUM DRAINAGE AREA ADA NOTES AND SPECIFICATIONS BUISNESS LOCATION: BUISNESS CONTACT INFORMATION: GREENPORT, NEW YORK AS NOTED EXISTING RCA 1/2 ACRE / 100 LINEAR FEET THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND SITE DESCRIPTION SOUNDSIDE LANDSCAPING INC. SOUNDSIDE LANDSCAPING INC. PARKING SURFACE. SLOPE RAMPS ARE TO CONFORM TO ICC/ANSI A117.1-2003 67575 MAIN ROAD (RT25) PO BOX 770 111 .1 s •,,.;, ,, �yRp`DE SECTION DETAIL GREENPORT, NY 11944 SOUTHOLD, NY 11971 WORK NOTES: 11.0' V. THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: ADA PARKING NOTES PHONE # (631) 765-5471 IX D ANS ",< ''YY' 'r' i?;::.:;,:,:' ::.:<:-. (1) CHANGE GRADE TO PROVIDE ADEQUATE PITCH FOR RUN-OFF. SCTM# 1000-52-05-58.3 , pp ®"�� �� GRA E_- MIX�DSAND&GRAVEL �� (2) INSTALL NEW SEPTIC SYSTEM AS PER DESIGNV ADA PARKING TO BE MIN. OF 10 -0 WIDE BY 20'-0 LOf�G AND CLEAN 1"-2" SILT FENCE DETAILS IDENTIFIED BY ADA PROPER SIGNAGE SITE AREA = .9334 ACRES sa GRAVEL FILL. (3) INSTALL DRAINAGE SYSTEM FOR ASHALTED AREA. CM (4) CONSTRUCTION OF NEW BUILDING (40,659 sq. ft.) PLANNING BOARD FILTER CLOTH SCALE:NTS PROVIDE SMOOTH " FIBERBOARD UNE:XCAVATED Lj SOIL_ LOWN LOAMY SAND(SM) TRANSITION EXPANSION JOINT (5) CONSTRUCTION OF PARKING AREA WITH DRAINAGE SYSTEM AS PER PLAN. PROPERTY OWNER CONTACT INFORMATION: 70 Cn 11=11111 4"oIIAMETERADs SILT FENCE TO BE INSTALLED ON UPHILL SIDE OF FRENCH DRAIN TO PREVENT WITH NO LIP (6) CONSTRUCTION OF FRENCH DRAINAGE COLLECTION AND RETENTION SYSTEMS TO GERARD GRIENTALE TOWN OF SOUTHOLD PERIFORATED PIPE CONTAMINATION OF FRENCH DRAIN SYSTEM DURING CONSTRUCTION. RECHARGE THE RUNOFF FROM A 2" RAINFALL, PO Box 770 QUANTITY AS PER TRUNCATED DOME RAMP AT 1: 12 SOUTHOLD, NY 11971 DESIIGN EQUALLY MAX. SLOPE (7) INSTALLATION OF NECESSARY PUBLIC UTILITIES PHONE # (631) 765-5471 ©,ATE � f 0 Dao Q - SPA,CED DETECTABLE =11111 7 0' ., WARNING RAMP MIN. WIDTH 5'-0" ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) Il _ =lull =mo � uw- FRENCH DRAIN DETAIL MAX. SLOPE 1: 10 / \ 1 ScaI.:NTS I SCHOOL DISTRICT GREENPORT � S� _ FIRE DISTRICT GREENPORT BROWN FINE TO COARSE SAND(SW) '_ =,- 5.0' 50' MIN. -'-T- %� BUT SUFFICIENT TO KEEP SEDIMENT ON SITE cZ ADJACENT OWNERS INFORMATION: WATER IN BROWN FINE TO COARSE SAND(9W) z „ G u' HAY BAIL AND/OR 4 MIN. COMPACTED SOUTH PROPERTY NORTH PROPERTY: REVISIONS: w SILT FENCING GRAVEL BASE Wit- CSC ACQUISITION NY. INC. a RATsO LLC. DECEMBER 03, 2014 CL 4. 6 x 6 WWM AT MID DEPTH GENERAL SEQUENCE OF SITE ACTIVITIES: Po. BOX 249 P0. BOX 398 MARCH 04, 2015 BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 o':%;',., SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 ADA RAMP DETAIL (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE �.. :.,.:,.. o W" z. 0 N.T.S. IT T PROVIDE SITE O 0 IDE ROSION N E CONTROL. - WEST PROPERTY: ES RO R 0 E TY: ROUGH OUGH RA WILL GRADE LL BE ESTABLISHED MAINTAINING L ED GALL RUNOFF T (( ) UNO ON SITE AW W SE AY MACHINE P [1 E SHO LLC. Z OX a r - - P 4 ALL TOPSOIL AN A F 600 ROBIN S L D BACK IL MATERIAL I SON =� L E L S TO B STOCK PI ROAD ( ) E SOC LED AWAY FROM WATER AND N Q d_ L'>x,� -eeir•=r4� GREEN PORT NY 1 a COVERED WITH TARPS TO PREVENT RUNOFF, 1944 o,,,.... : . . • :;.:.;,.,'. ,..,,,.; : :. ,"t.;.: W (5) INSTALLATION OF DRYWELLS STORM DRAINS DURING CONSTRUCTION OF BUILDINGS, THIS SCTM# 1000-52-05-58.1 :.,.:.... ..�..:. ,, :.meq.: ::s.;,:S'.;:,;•..';:• �� CURB & PAVEMENT DETAIL: Northern French Drain dimensions are as follows: ` IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED AND TO INSURE MAXIMUM CONTAINMENT. SANITARY: The 120 foot long by 3 feet wide Northern leg of french drain , 6) INSTALLATION OF ANY UTILITIES REQUIRED runs East to West along the Northern property line and then I 611 (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT GENERAL NOTES: continues in a Southerly direction along the Western property CONSTRUCTION ENTRANCE - FOUNDATION OF COM ACTED RUNOFF AND STORM DRAIN CONTAMINATION. 1. TO BE IN COMPLIANCE WITH THE SCDHS WASTEWATER line for 40 feet b 3 feet wide. This drain Is to contain 12 len htS 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R,C.A. FINISH R= 1 - 1/2" y 9 FILL To18' (Min.) ABOVE EXISTING GRADE FOR DRANAGE. GRADE I~� (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. MANGEMENT REGULATIONS. of 4" ADS perforated pipe, (6 wide pattern), (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. 2. ALL DRAINAGE AND WORK IS TO MEET STATE & LOCAL CODE. 2" WEARING (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS 3. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED DRAWING TITLE: This French Drain is to be 4 feet deep vel lined with filter cloth to PLAN VIEW COUR (1 1) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. insure sediment will not infiltrate the gravel and reduce the I A R E o0 (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. ALLOWABLE SANITARY FLOW (DENSITY) efficiency of the system. All 4" corrigated and perforated pipes are to be installed on a 4" bed of gravel at the base of the I 6" STABILIZED GROUNDWATER MANAGEMENT ZONE IV trench. j EXISTING GRADE SOIL BASE ALLOWABLE FOR SITE WITH PUBLIC WATER = 600 GPD PER ROAD � ACRE Each 6" corrigated and perforated pipes from the gutter leaders at CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SAND AND - GENERAL NOTES the corners of the building are to be connected to a min. of HAY BAIL AND/OR I 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. GRAVEL BASE �� SILT FENCING FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 600 GPD ,/ ACRE x .9334 ACRES = 560.04 GPD ALLOWABLE (2)4' ADS pipes (seperate runs) in the Frenlch Drain system. I GENERAL POLLUTION CONTROL MEASURES: The depth of the French Drain will insure the that the bottom CROSS SECTION L� SEWAGE DISPOSAL DESIGN CALCULATIONS: of the system will be at the level of the Brown coarse to fine CURB & PAVEMENT DETAIL AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION sand as well as below the frost line giving us the max TEMPORARY CONSTRUCTION ENTRANCE N.T.S- ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT NORTH BUILDING: CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE permability rate. SCALE:NTS STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. DRY STORAGE: 3200 sq, ft Com? ,04 GPD /SF = 128.00 GPD SET: ISSUED FOR: DATE: The French Drain will then be filled with Gravel to @ 6" below TOTAL REQUIRED FLOW FOR NORTH BUILDING =128.00 GPD. SEPTIC DETAIL: (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE the final grade and the filter cloth will then be overlapped ROUND SEPTIC TANK PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS across the top of the gravel and covered with 6 of clean sand N.T.S. TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. to create the shoulder area. (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A SEPTIC TANK REQUIRED FOR NORTH BUILDING: MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE 128 GPD (USE MIN. SYSTEM) x 2 DAYS = 256 GALLONS EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE PROVIDE A 1200 GAL SEPTIC TANK MIN. SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL O O ELEV. ARE BASED ON CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL (1) 8'-0" DIA. x 5'-0" HIGH SEPTIC TANK TEST HOLE ELEVATION CONSERVATION SERVICE RECOMMENDATION). (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS SEAL: (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS 2' MAX CHIMNEY MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING, ALL RUNOFF IS TO BE LEACHING BASIN DETAIL: 2.5' MAX FROM TOP DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH 10 -0" LEACHING POOLS REQUIRED OF SLAB TO GRADE GROUND COVER. 128 GPD / 1,5 GPD/SQ.FT, = 85 SQ.FT / 31 ,4 SQ.FT/ LFT. = 2.7 LIN. FT. �<' NEW YO FAV HEAVY DUTY CAST IRON FRAME (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO I 5 N. pE�R/r 'Qf. HEAVY DUTY CAST IRON FRAME AND LOCKING COVER TO GRADE RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. `'� Os FINISHED GRADE AND LOCKING COVER TO GRADE HEAVY DUTY CAST IRON FRAME SYSTEMS, THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF 300 SQ.FT, / 31 .4 SQ.FT / LIN FT AND LOCKING COVER TO GRADE 3 f1' GRADE ELEV. 12.5' THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. ':.• W 2" WEAR COURSE TO BE PITCHED FINISHED GRADE 11.67' MIN REQUIRED = 10 FT DIA, X 10 FT EFFECTIVE CHIMNEY (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO TOWARDS DRAIN COVER. 1' MIN. 2.5' ELEV. 11.5' 24" MAX. 24" INLET LINE � PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO (� 10'x 2.5 EFFECTIVE DEPTH POOLS TRAFFIC COVER 8" TRAFFIC BEARING SLAB 2' MAX. ELEV. 11.5' LOCATE DROP "T" MIN. 4" DIA 2.5' 0 WASTELINE PIT AREA TnP t UNDER ACCESS SDR35 PVC PIPE MAX. 2' MAX. REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND CAST IRON FRAME & GRATE BOTTOM OF ELEV. 11.08 OPENING FOR PITCHED 1/8" J„ ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN, OF 6" OF FESS ON CAMPBELL FOUNDRY ELBOW ELEV. 11.0'- 1NTrl6 12„ 6" MAINTENANCE PER FOOT MIN. traffic cover IE. to.7s' INLET IE. toss' CRUSHED STONE. BUILDING & SECURITY LIGHTING: JAMES OSKI, PE. OUTLET IE. 10.08' MIN. 4" DIA. 10.7' E. 9.92' o 0 0 (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL Professions Engineer L_____ MIN. 4" DIA HOUSE TRAP MIN, 4" DIA SDR35 PVC 14" 18" SDR35 PVC MAX, �o ❑D 10 DIAMET HOUSE TRAP WITH CLEANOUT SDR35 PVC PIPE PITCHED PIPE PITCHED o 0 o REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE PIT WITH 2'-0" MIN• PIPE PITCHED 1/4" PER FOOT 8" PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND DATE: 1' MINIMUM 1' MINIMUM C.I.THROUGH 1/4" PER FOOT 4' EFFECTIVE-F v) ' MIN. 3' MIN. Ln FOUNDATION. DEPTH =0 2.5' EFFECTIVE o SCREENING. OCTOBER 31 , 2014 FLOW LINE 5 DEPTH 5 (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. PROJECT NO: DD DDD a a- (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL D.A.K. ASSOCIATES LLC, AND ITS 974-2014 �4"MIN. 10' 0" DIA. ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY MEMBERS ARE NOT RESPONSIBLE FOR SAFETY DRAWN BY: STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY, AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. BDK ' l a'-o"DIAMETER J (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN CHECKED BY: 0 i ELEV. 7.42' ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172. JJD .• 1110 a 1,200 GALLON CYLINDRICAL SEPTIC TANK DETAIL �FT• MI . ABOVE GROUND WATER SHEET NUMBER: N.T.S. r ELEV. 3.5' AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION ❑9 I BACKFILL MATERIAL TO CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF ❑10 o DETAIL OF CONSTRUCTION SAN BE CLEAN GRAVEL. 6' MIN. PENETRATION SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND ❑❑O I IN A VIRGIN STRATA OF REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. ❑ i 1) BOTTOM OF POOL SHALL BE MINIMUM OF 3' ABOVE HIGH SEASONAL GROUNDWATER. LEACHING POOL DETAIL SAND AND GRAVEL (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO NOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON ' 2) SHOW AREA FOR 50% EXPANSION OF THE LEACHING POOLS. N.T.S. BE THE RESPONSIBILITY of THE GENERAL CONTRACTOR OR THE OWNER OF THE THE BUILDING WHICH WILL BE WIRED TO MOTION SENSORS. THESE LIGHTS WILL ❑❑ I 3) USE ONE (1) 1200 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION REMAIN WILL FOR AMAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO El� LIGHTS WILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN El 10 i 4) USE FIVE (5) 8FT, DIAMETER, 3FT, HIGH PRECAST CONCRETE LEACHING RINGS OR FOUR(4) TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH GN- iI 8FT. DIAMETER, 3FT, HIGH PRECAST CONCRETE LEACHING RINGS, SPACED 8FT. APART. CONTINUOUSLY, PERMIT) 5) USE 4 INCH DIAMETER, APPROVED SEWER PIPE THROUGHOUT. SAND / GRAVEL 6) THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE DISTRIBUTION POOL AS THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED HIGH AS POSSIBLE. THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION FIXTURES, FIXTURES ARE TO MOUNTED INSIDE THE UNDER SIDE OF THE SOFFITS 7 ALL CROSS-OVER PIPES ARE TO BE STRAIGHT 4 INCH DIAMETER PVC SDR 35, WITHOUT REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO (WHITE), THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING 2'�0" TO GROUND WATER ) THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL DURING HOURS OF OPERATION AND WILL BE ON A TIMER. LEACHING BASIN DETAIL. DROP 'T's AND MUST BE LEVEL, 1Yz FEET ABOVE THE BOTTOM OF THE LEACHING RINGS. MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY 8) BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE N.T.S. 9 SLABS SHALL BE MINIMUM OF 12 INCHES BELOW GRADE. ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT. DOB NUMBER: 10) SOLID CONCRETE COVER SHALL BE BETWEEN 6 INCHES AND 12 INCHES BELOW GRADE. 1 OF 1 0 D'A'K ASSOCIATES, LLC KEY MAP: AND ITS MEMBERS ARE NOT ALBERTSON'S r : ::D.A.K. AssociatesLLC. A SITE PLAN OF PROPERTYr j x f r - x RESPONSIBLE FOR SAFETY AND SECURITY RISKS KS D U E TO � x r: � � DE UATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED A �' GREEIVPORT _Jr � � .+ = °`• INA � 1 _ a" a 4a Sr•� "§ ', Nd'°-;- `".. r t �.. 9 D'A'K ASSOCIATES LI.0 LIGHT LAYOUT. IT IS A DESIGN BASED UPON THE TOSOF SOUTHOLD ,ryk Nddadd i eamvvciddedpn -ch-ft•omnAtp s d �:�o w-`s' ' -Lt11�-L,•ux;;,I�" �'-^�. ^'a"� - "�..z.,- SOUTHOLD TOWN CODE ARTICLE 172. x S UFFOLK T UIV '/'pew/--ry�/y/T 1 C JL JL IV r t 'l"`` �.•""!1 ,4t i' "-z-' t R {t #:. -°i ,7W 1'nlal J.tltll 1 (631141 9084 Y. 0 WeeMk.t em4 NN Yd 1IV8 kK (631)49-&4 je w.i B' ,haLq�8 f- -7, '/' _. "s#"i - �, 1000 52- 05- 58. 8 !E{ Y� �ndr = _f r r �� _ " .tY r .: 1 1 a It r Deelkol�l Afm 3 KeH AMOCIobR LLC• 6ot1 B1d Dem Awodaim LLC / a; L }?' , ,k `^r� ,v.,a.• ��x (� 4a ,�4 ,��..uh � ��� s'. 'y�„ ;a;�.L*'i.r,,,,.;,:'�:%�/•:;o /%,'ry �,�.'�r�/'n .�/,n moi, i;rar. ir,-zrr.,,, Sr0 ` SCALE. 1 �0 ' WNERSHIP & USE OF DOCUMENTS: Rq /� These drawings and specifications including the C'F) O/�C SEPTEMBER 8 20 4 g and arrangements represented ideas, design g p k r f r �q�•'. a� ° { therein, are the property of D.A.K. ASSOCIATES, L. 7.5' OC TOBER 31, 2014 gar' LLC. No part thereof shall be copied, disclosed F 8'N to others or used in connection with an work S DECEMBER 03, 2014e or project other than for which they have been prepared without written consent. METAL o �6�� 00�� MARCH 25, 2015 METAL \ " PROJECT: BUILDING � s o / �/ (STORAGE) BUILDING 00�, C) C (STORAGE) 30'-0" z�FiV o,o° G 6� ��S AREA= 401659 659 SQ. FT. �' �i -cy �' �10 AFF b'js -q Ts TiQ/ y 3 . . ~� F ° .� Ae GEPARD O �' EL.11.0' :9//�• ' \. '9C CT O1 L. 9�e�4 A CIES # k .:* �, - fry ORIENTALE NO v J z w ams 0 f{ .x i n " ^ w •��`¢ a n w t + POTABLE ° �I p �o sG '9 Jc0 { , �� , 'A,. "Y•.�.sS.mFACNi.iW.•!�-i,,..,.s.t,...zaLa�n.L}..w.-.Y ..i3•- -Y" _$,_r.. .K�u'..av.'^ '1Yir4°,yy.yWraq WATER c LLl , /N \ < R PROPERTY INFORMATION: 67575 RT. 25, MAIN ROAD � �<<S� S/ ♦� `\ / \ GREENPORT, NEW YORK \ /VG sS \ J� O BUISNESS LOCATION: PROPERTY OWNER CONTACT INFORMATION: Q, \ �,V�E 67575 MAIN ROAD (RT25) GERARD ORIENTALE WORK NOTES: 0 GREENPORT, NY 11944 PO BOX 770 F�0 SOUTHOLD, NY 11971 DiQ M 4' � \ o�P� ' kl \ SCTM# 1000-52-05-58.3 PHONE # (631) 765-5471 vJ R RY 0�0„, F� , SITE AREA = .9334 ACRES \� /� Cp /� g r /��� TQC//AY A �j "+a'i� �'x+.o FF 0 ''� �� S TEST HOLE: N.T.S. (40,659 sq. ft.) �� / �> R6A OR �o+�N TOTAL 115 PCS LIGUSTRUM PRIVET �� J� �`�' �C �'x� N / �/ MFNT OSF��'F) egTN �y �S;p� SNF ( 5' TALL INSTALLATION SIZE TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE �, FJ� 3� ON B - SF<, r^ <y BORING DONE ON 05/01/01 EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) O\ Q J CO / ,atp gsAH / eSI Y C �> CO�C4O/� °�iN °_r. twm-j I / ---�a`as 2 T� r\� SCHOOL DISTRICT GREENPORT 9�� FT �N' ' ,� °, UTI 6' HIGH BLK CHAIN LINK FENCE W1 PRIVACY SLATS p EL. 8.5' FIRE DISTRICT GREENPORT _q7 O� rj� �� 0.a"' ►+a y� �t (6) PC'S ZECKOVA MIXED SAND, GRAVEL ADJACENT OWNERS INFORMATION: /GAP O<v �; raxp � 2.5"-3.0" CALIBER 1 .5' EL. 7.0' / a T, `0 O 9 BROWN LOAMY SAND SM SOUTH PROPERTY NORTH PROPERTY: �O �/ ,1 \� ; ,f? 6 25' BUFFER ZONE TO BE PROVIDED REVISIONS: CSC ACQUISITION NY. INC. RATSO LLC. �� U � 3.5' EL. 5.0' P0. BOX 249 P0. BOX 398 DECEMBER 03, 2014 \ r r O / / i ', �, �, O O ��, BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 MARCH 04, 2015 O �l \J , i a / SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 ?o(9 o �� BROWN FINE TO COARSE SAND SW a � �', � p'3� I �/ ;;:� �n� \ S.p. Mgti <c/ � �� 5.0' WEST PROPERTY: EL. 0.0' SEAWAY MACHINE SHOP LLC. �Z ,' \ ;a� i ""'""' \8 3 QJ 600 ROBINSON ROAD w� J 1=, �/ ' \ � GREENPORT, NY. 11944 p SCTM# 1000-52-05-58.1 k a 1 , WATER IN PALE BROWN FINE TO COARSE SAND SW # 0 / - t EL.10.0' C,z-,�IS/JS�/NG° 1 .0' EL. -6.0' _ �0 C- ] F ' RC9 10�\� O�C \� Q) <0 T�q COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE DISTRICT LIGHT INDUSTRIAL �� `� -� D�' /O\'S�A 40,000 .(O �a o,�p �•� �\ e\ O O \A�Y LOT SIZE (square feet �/ ZZ) LOT WIDTH feet 100 �.; , _ LOT DEPTH feet 150 -Ira . 9 �/ VARIA L 2 DRAWING TITLE: � I AR f BOTH SIDE YARD feet REAR YARD feet 25' BUFFER ZONE TO BE PROVI D LANDSCAPE AREA 7 BOUILDINOGERAGE HE GHT%feetX SITE PLAN o-x°� o ���Q� NUMBER OF STORIES 2 2 REFER TO APP OP ATE ZONE ORDINANCE Ok LOT COVERAGE: \ G� G �� EL. `\ '° x p Q `r' TOTAL LOT SIZE: 0.9334 ACRES or (40,659 sq. ft.) FE 0.4'N *,20, '� ® ,� ov o-�` '' UTfL. �Jw O� GO G�\ �P\��� 0 4,W ;^,` / �Q� POLE (TOTAL 115) PC'S LIGUSTRUM PRIVET e N O NEIGHBORING WELLS WITHIN 150 ' PROPERTY NORTHERN BUILDING = 3200 sq. ft. 5' TALL INSTALLATION SIZE SET: ISSUED FOR: DATE: EEL.1.d.0 `, DETAIL CALCULATIONS OF FRENCH DRAIN CONSTRUCTION TOTAL ALLOWABLE LOT COVERAGE: 12197.7 sq/ft \ <v (307 TOTAL LOT COVERAGE ALLOWED) � . O� Ci) NORTH BUILDING ROOF �� GAP �j F,�1 � ; . / �� P' J 120' LONG X 4' DEEP X 3.0' WIDE = 1440 CU.FT. LOT COVERAGE: 3200 sq. ft. or 7.877 (307 allowable) a \i 1440 CU.FT. x 30% = 432 CU.FT. -- �," S'0" , f \�i PLUS HARDSCAPE AREA: 15,822.34 sq.ft (RCA AREA, ASPHALT AREA, & CONC. AREA 'G R O� v Y 12 LENGHTS x 120' OF 4- PERFORATED ADS PIPE = 1440 LF. LANDSCAPE AREA: 13 028.93 s . ft. or 32.04% 257 required) C' �F` qR Cq qco R ROq v _F Q 1440 LF. x 12 X 3.14 x 2 = 217,036.8 CU.IN. 1728 CU.IN /CU. FT = 125.6 CU.FT. q ( F� B� A� 11-0 Az 4? PARKING CRITERIA: SEAL 0 _ THE TOTAL CAPACITY REQUIRED = 553.51 CU.FT J���Cu TOTAL CAPACITY PROVIDED IS 432 CU.FT + 126 CU.FT = 558 CU.FT. 1 PER EMPLOYEE OR 1 PER 500 SQUARE FEET OF FLOOR AREA WHICHEVER U T Ov IS GREATER, GAP O T/S `> Off, �� POLE QJ NORTH BUILDING AREA: 0 NEW y \ 3200 sq. ft. ® 1 SPACE / 500 sq. ft. = 6.4 = 7 SPACES EE O,Q 25' BUFFER ZONE TO BE PROVIDED OR O 5�' Rev Suffolk County Department of health Services 6 EMPLOYEES = 6 SPACES A, ;� R4 1 Approval for Construction-Other Than Single Family TOTAL PARKING SPACES REQUIRED = 7 SPACES r• � �+,�� t w �\ �- V PARKING SPACES PROVIDED 7 + 1 HANDICAP SPACE = 8 SPACES TOTAL s \� `` C7 Z Reference No.C 0 C Design Flowl� TOTAL SPACES PROVIDED = 8 SPACES Fo 072 \�d� Use(s) S7 rIC r � _ ,� DRAINAGE & ROOF RUNOFF: AROF S� P 1.0' �v These plans have been reviewed for gene 1 conforms e with Suffolk JAMES OSI{J PE. RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0, RCA = 1.0 °� County Department of Health Services standards,relating to water supply 1'-0" DEEP POOL x 8' DIA. = 42.24 cu. ft. per vertical ft. Professional engineer �G- C/S-Z Q � and sewage disposal. Regardless of any omissions,ineonsistences or lack 1'-0" DEEP POOL x 10' DIA. = 68.3 cu. ft. per vertical ft. Jv CIV of detail, construction is required to be in accordance with the attached 1 -- _ DATE: 00 �, G) permit conditions and applicable standards unless specifically waived by ' OCTOBER 31 , 2014 Q\ 0� �'� \� / ;;s.: the Department. This approval x ires 3 years from the approval date, NORTH BUILDING ROOF = 3321 Sq. ft. PROJECT No: \v� \'\\ 6 \\�\ 1 P\\J unless ex tended or renewed. = .166667 ft. x (3321sq.ft.)(1.0) 974-2014 �\ /S (6) PC'S ZECKOVA = 553.51 cu.ft. / 68.4 cu.ft/Ft. = 8.1 vertical feet DRAWN BY: 1 BDK 2.5"-3.0" CALIBER Z" (3) 10' DIA. x 3' DEEP POOLS REQUIRED CHECKED BY: \G� O ` G App,,oval ate evFFTew�r JJD ^\ -~ 120' OF FRENCHDRAINAS NOTED SHEET NUMB R: \"G �� UTIL. 25 BUFFER ZONE TO BE PROVIDED ��w�Q 4 M POLE �J \ � r � r}r ) I l r•• r Water Line(s) MUST Be In>pO i�, � ! ASPHALT AREA „A„ I ✓� �� �� G QJ Suffolk County Dvp sHealth SaNIC�4 = 166667 ft, x 4 117 s .ft. 1.0 Q (3) PCS THUJA GREEN GIANT S ( q )( ) P L L `- - a4 4a oturs In Advance 940 q. C� S ,\�� �, 5'-0"-6'-0" TALL � EXCAVATI0,14INSPECTIONRE UIREa R � � r REQUI �C��e�jul� In�p�.Ction(�). = 686.18 cu.ft. / 68.4 cu.ft./ft. = 10.03 vertical feet c Q Q � .FOR SANITARY SYSTEM. (4) 10' DIA. x 3' DEEP POOLS REQUIRED = 12 VF. \ \ P \�\o�e SOY HEALTH DEPART1t4ENT RCA AREA "B" - "RCA AREA" SP- 1 OJ = 19,386 sq. ft. 4EL. 11.5' _ .166667 ft. x 19,386 s Ge P\.\' �,v ( q./ft)(1.0) ® = REBAR 5Q = 3231 cu.ft. / 68.4 cu.ft./ft. = 47.24 vertical feet \fie �\ (16) 10' DIA, x 3.0' DEEP POOLS REQUIRED =48 VF __ �j 0 /A° SITE PLAN DISCLOSURE: SITE PLAN DISCLOSURE: PROPOSED ELEVATION --- EL.X - G DOB NUMBER: -- I? O CONTOUR LINE AND ELEVATION ARE EXISTING ELEVA TION - - - �- - - - L�1 1 REFERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC ® Inspection Cover 1 OF 1 TOPOGRAPHIC MAP. SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. L)v/ �/� r�, /�j ©D•A K AS90QA'% ILC Drain Cover KEY MAP: 7. .ti r s" - '�- .•4F.'�'p'°F"i+'a't '+w+• +i: " c:..7 4;:d;, nerti.. .r ., i."C"'�°'TR"a^m'^n FRENCH DRAIN DETAIL SITE PLAN OF PROPERTY =r MUG C. N.T.S.� 18'-0" e t �", d fi " ^i '� � # e I n'�,+ ' t r -.*.✓ ar ^a' �:q q, C. A '/'pg7'"'7 GREENPORT Asa s°:�'.-;.."�''�'�'+\,,^5 � '„S 1 FRENCH DRAIN CALCULATIONS = LENGTH X WIDTN X HEIGHT X 30% a _ GRADE PLUS VOLUME OF ALL PIPES TO BE INSTALLED WITH-IN THE SYSTEM ----- o NOTE: BOTTOM OF DRAINAGE SYSTEM TO START CONSTRUCTED AT THE •. "_ , K *' f D A K ASSOCIATES, I.Lcc . : WN Off' SOUTHOLD ���,� � � _ „r � z r � �1 � ..�$ �; � ; � �d•rlld a can.,,eiGddedpn.snptneerinp.eorrulttp LOWEST POINT AND MAINTAIN THAT ELEVATION ALONG THE ENTIRE j _ ' LASE . '�`'°•'-k xR_; e,l.3l,•I'S,1!�, } a •,ts. !' we f ,- ,`t, ',`r,.•,�•a '. DRAINAGE SYSTEM '� '� '� s^MN. i� R�'SK SUFFOLK'JL 'OLI� � N\ Y ""��; t ' ' r$ r " c:' Ft .t '" • ' `F WM*Ulm pfiale' (6311767-971 F - ' . -„ �:' g[ ° We�t>artlppon Beach New rak 11918 11M (631)4&-= 1000- 52- 05- 58. 3 S 7� ,ter iF t (� 4r nom» LIAi � I -i DmtosLAlm&KMVA.oe�LLC r sotl9,d,r°°IIp��,.A.o�Jal�a.uc PERSPECTIVE VIEW �, ' n,.,,< WNERSHIP & USE OF DOCUMENTS: Q P' Rxx ' „' These drawings and specifications including the SEPTEMBER 18, 2074 a, r f y }'nS 1' `;+ � f '*� .1 ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 36" MINIMUM 2 x 2 OCTOBER 31, 2074 LLC. No art thereof shall be copied, disclosed P FENCE POST DECEMBER 03 2014 .`t . to others or used in connection with any work NORTHERN FRENCH DRAIN DETAIL r �5 or project other than for which they have been prepared without written consent. WOVEN WIRE FENCE AREA= 40 659 SQ. _'_� ' � {6x6 - 10/10 WWF) FT 1 , j „ y `� ,! ,- -0 PROJECT: NOTE:WIDTHS OF FRENCH DRAINS VARY BUT zrE FILTER CLOTH D THE DEPTH OF THE FRENCH WILL REMAIN AS NOTED. O1 L . 9334 A CRE,S f 6' FENCE NOTE:NUMBER OF 4"ADS PIPES IN EACH FRENCH N GERARIJ `t , ' ' t DRAIN TO VARY.(SEE BELOW) S�OpF N.T.S. y/ TOP OF FRENCH p,,� ; ? - ,- a _ .' .: .: � ORIENTA-.LE Y DRAIN TO BE EMBED FILTER CLOTHCOVERE -""EDF _.. .'}. , '..„_` .• - •• ------- CLEAN STORES TH °LT "� MIN. 6" INTO GROUND S-T IN SQE Z r ue t !sT` -., z '-,' ..,r.••; _ _ 1 �..n`S i•h y �f fi.may '1 - � .k. .t° •,; .; JL 1 •+. LAYER OF CLEM S+�-.aC+ •.:i,i.tea-::r.Ms-.:?s.a.. ..B•' ._a.,.._<i.�a. .&..'1C�.3....' ...:wr..L.:=.. ADA COMPLIANCE: SANDTM"� NOTE: STORM WATER POLLUTION PROTECTION PLAN: PROPERTY INFORMATION: 67575 RT. 25, MAIN ROAD MAXIMUM DRAINAGE AREA ADA NOTES AND SPECIFICATIONS BUISNESS LOCATION: BUISNESS CONTACT INFORMATION: GREENPORT, NEW YORK S NOTE D---� RCA 1/2 ACRE / 100 LINEAR FEET THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND SITE DESCRIPTION SOUNDSIDE LANDSCAPING INC. SOUNDSIDE LANDSCAPING INC. I °A"'�"0 SURFACE. SLOPE RAMPS ARE TO CONFORM TO ICC/ANSI A117.1 -2003 67575 MAIN ROAD (RT25) PO Box 770 r�Ar1GREENPORT, NY 11944 SOUTHOLD, NY 11971 WORK NOTES: II II II -h .','yti,;.:• GRA[ 11.0 V. SECTION DETAIL THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: `r: ADA PARKING NOTES MSD SAW&GRAVEL (1) CHANGE GRADE TO PROVIDE ADEQUATE PITCH FOR RUN-OFF. SCTM# 1000-52-05-58.3 PHONE # (631) 765-5471 ADA PARKING TO BE MIN. OF 10'-0" WIDE BY 20'-0" LONG AND (2) INSTALL NEW SEPTIC SYSTEM AS PER DESIGN SAI""�- SILT FENCE DETAILS IDENTIFIED BY ADA PROPER SIGNAGE (3) INSTALL DRAINAGE SYSTEM FOR ASHALTED AREA. SITE AREA = .9334 ACRES GRAVEL Fll LINEXCAVAM cAM SCALE:,m (40,659 sq. ft.) a - am PROVIDE SMOOTH }" FIBERBOARD (4) CONSTRUCTION OF NEW BUILDING o i-1m1 �O1N"LD""''BA"D(B'"� TRANSITION EXPANSION JOINT (5) CONSTRUCTION OF PARKING AREA WITH DRAINAGE SYSTEM AS PER PLAN. PROPERTY OWNER CONTACT INFORMATION: Q VMAMEIERAM SILT FENCE TO BE INSTALLED ON UPHILL SIDE OF FRENCH DRAIN TO PREVENT WITH NO LIP (6) CONSTRUCTION OF FRENCH DRAINAGE COLLECTION AND RETENTION SYSTEMS TO GERARD ORIENTALE _ �AS� CONTAMINATION OF FRENCH DRAIN SYSTEM DURING CONSTRUCTION. RECHARGE THE RUNOFF FROM A 2" RAINFALL. Po Box 770 DESIGN TRUNCATED DOME RAMP AT 1:12 (7) INSTALLATION OF NECESSARY PUBLIC UTILITIES SOUTHOLD, NY 11971 SPACED Q17ALLT DETECTABLE # ( ) ki:, W o° u - BFACED MAX. SLOPE PHONE 631 765-5471 -11111 ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) �_F&01 7.0 .. WARNING RAMP MIN. WIDTH 5'-0" SCHOOL DISTRICT GREENPORT FRENCFI DRAIN DETAIL MAX. SLOPE 1: 10 BROWN FINE TO COARSE LAW P" 5.0' j FIRE DISTRICT GREENPORT 50' MIN. _ _.. :_�: =��, �• J• Jar J.°�J•° ourSEDIMENIT ONENT TS17EEEP ADJACENT OWNERS INFORMATION: WATER N BROWN FOE TO COARSE SAM(SM NAY BAIL AND/OR 4" MIN. COMPACTED SILT FENCING SOUTH PROPERTY NORTH PROPERTY: REVISIONS: GRAVEL BASE CSC ACQUISITION NY. INC. RATSO LLC. DECEMBER 03, 2014 6 x 6 WWM AT MID DEPTH GENERAL SEQUENCE OF SITE ACTIVITIES: P0. BOX 249 P0. BOX 398 BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 MARCH 04, 2015 SCTM# 1000-52-05-59.5 ADA RAMP DETAIL 1 HAY BALES WITH SILT BARRIERS ARE T ...�.a.. 0 ( ) 0 BE INSTALL AROUND THE PERIMETER OF THE N.T.S. SITE TO PROVIDE EROSION NT CO CONTROL. CE PAR � OF hIER7. � S � SUFFOLK FFOE.K C�JU NTY QE TP E :::..... .-'.;:�:-:,•....,:;.,,>•:_'y;:;.:=;.;: B 3 ROUGH GRADE WILL BE ETA WEST PROPERTY: E RTY• (( ) ESTABLISHED MAINTAINING ALL RUNOFF ON SITE SEAWAY MACHINE SHOP o LLC. "r=. 0 iT•J 4 ALL TOPSOIL RO �D :�'::�K':1r';::a;;"�:�:���-:;•...;..,, . 0 0 L AND BACK F ` `' `�:" ,,..c,,;.f:.. .{, . .•.- �-�';:�v-. � �, BE STOCK PILED AWAY FROM WATER ANDROBINSON ROAD Q .:�;<'•:: ;•: �; � ( ) C ILL MATERIAL IS TO soo R a COVEREDGREENPORT, WITH P I O TAR S T � 0 PREVENT RUNOFF. NY. 11944 REFERENCE =���� REFE 0 0 0 w - - - 5 INSTALLATION TI SCTM 10 00 52-05 58.1 S LLA ON # OF DRYW �'�ti'��' `:: a ELLS STORM`:', :•. OR DRAINS S RI � PAVEMENTDU NG CONSTRUCTION STR TI UC ON F ( 0 BUILDINGS. `� '±`•�`-�:`- _.r;'.<'`� �� CURB ) D GS. THI S Northern French Drain dimensions are CIS follows: & DETAIL: = .•__, •::. :-y,':;: ;';;, :.,.:.._..,: :;..,: .;.-.._.;:.. : IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED OF F CIALCON IONS • .: ,,,. AND TO INSURE MAXIMUM CONTAINMENT. ;t'• of french o SANITARY: RY: Th 1 enc drain The 20 foot Ion b 3 feet wide Northern I e (6) INSTALLATION OF ANY UTILITIES REQUIRED. 9 Y9 runs East to West along the Northern property line and then ! I I REVIEWERS INITIALS: 6 (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT GENERAL NOTES: continues in a Southerly direction along the We stern property CONSTRUCTION ENTRANCE N.Y. FOUNDATION OF COM ACTED RUNOFF AND STORM DRAIN CONTAMINATION. 1. TO BE IN COMPLIANCE WITH THE SCDHS WASTEWATER 3/4" STONE BLEND OR . STATE D.O.T. APPROVED R.C.A. GRADE FINISHR= 1 - 1/2" (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. MANGEMENT REGULATIONS. line for 40 feet by 3 feet wide. This drain is to contain 12 lenghts FILL 17018•' (Min.) ABOVE EXISTING GRADE FOR DRANAGE. �-I of 4" ADS perforated pipe, (6 wide pattern). (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. 2. ALL DRAINAGE AND WORK IS TO MEET STATE & LOCAL CODE. This French Drain is to be 4 feet deep and lined with filter cloth to PLAN VIEW 2" WEARING (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS 3. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED DRAWING TITLE: 11 PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. insure sediment will not infiltrate the gravel and reduce the � __ ( ) efficiency of the system. All 4" corrigated and (perforated pipes A R E 00 (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. ALLOWABLE SANITARY FLOW (DENSITY) are to be installed on a 4" bed of gravel at tl-1e base of the I 6" STABILIZED GROUNDWATER MANAGEMENT ZONE IV EXISTING GR"DE SOIL BASE ALLOWABLE FOR SITE WITH PUBLIC WATER = 600 GPD PER trench. ROAD I • . ACRE Each 6" corri ated and perforated pipes from the utter leaders at CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SAND AND - 9 P P P g � GENERAL NOTES the corners of the building are to be connected to a min. of NAY BAIL AND/OR 1 3/4 TS ON BLED OR N.Y. STATE GRADE FOR DRAINAGE.R.C.A. GRAVEL BASE 600 GPD / ACRE x .9334 ACRES = 560.04 GPD ALLOWABLE (2)4" ADS pipes (seperate runs) in the French Drain system. SILT FENCING GENERAL POLLUTION CONTROL MEASURES: The depth of the French Drain will insure the that the bottom CROSS SECTION L� SEWAGE DISPOSAL DESIGN CALCULATIONS: of the system will be at the level of the Brown coarse to fine CURB & PAVEMENT DETAIL AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION sand as well as below the frost line giving us the max TEMPORARY CONSTRUCTION ENTRANCE N.T.S. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT NORTH BUILDING: CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE permability rate. + STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. DRY STORAGE: 3.200 sq. ft @ .04 GPD /SF = 128.00 GPD SET: ISSUED FOR: DATE: The French Drain will then be filled with Gravel to @ 6" below SEPTIC DETAIL: TOTAL REQUIRED FLOW FOR NORTH BUILDING =128.00 GPD. the final grade and the filter cloth will then be overlapped ROUND SEPTIC TANK (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE across the top of the gravel and covered with 6" of clean sand N.T.S. PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS to create the shoulder area. TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A SEPTIC TANK REQUIRED FOR NORTH BUILDING: MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE 128 GPD (USE MIN. SYSTEM) x 2 DAYS = 256 GALLONS EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE PROVIDE A 1200 GAL SEPTIC TANK MIN SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL O 0 ELEV. ARE BASED ON CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL (1) 8'-0" DIA. x 5'-0" HIGH SEPTIC TANK TEST HOLE ELEVATION CONSERVATION SERVICE RECOMMENDATION). (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS SEAL: (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS LEACHING BASIN DETAIL: 2' MAX CHIMNEY MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE 2.5' MAX FROM TOP DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH 10'-0" LEACHING POOLS REQUIRED: p NEW OF SLAB TO GRADE GROUND COVER. 128 GPD / 1.5 GPD/SQ.FT. = 85 SQ.FT / 31.4 SQ-FT/ LFT. = 2.7 LIN. FT. `Q� N.C�ECR�0„P,� FAV HEAVY DUTY CAST IRON FRAME (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO � �, °I U AND LOCKING COVER TO GRADE MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. Q 9:,•, ;+�a HEAVY DUTY CAST IRON FRAME RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE FINISHED GRADE AND LOCKING COVER 70 GRADE HEAVY DUTY CAST IRON FRAME 3OO SQ.FT. 25.0 SQ.FT. ' ''s N W AND LOCKING COVER TO GRADE SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF / / LIN FT = 12 VERT FT r r F F 17111 11o, GRADE ELEV. 11.0' THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. n 2" WEAR COURSE TO BE PITCHED -� MIN REQUIRED = 8 FT DIA X 12 FT EFFECTIVE = ZJT �' •. � �, �C� TOWARDS DRAIN COVER. 1' MIN. 2•S' CHIMNEY 1'I MIN. (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO TRAFFIC COVER I ELEV. 10.B 24° 2' MAX.MAX• 24 INLET LINE 2' MAX. PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO PROVIDE (3) 8FT x 4FT EFFECTIVE DEPTH POOLS = 12' EFFECTIVE DEPTH WASTELINE 8" TRAFFIC BEARING SLAB ELEV. tt.s' LOCATE DROP "T" MIN. 4" DIA 2.5' 0' PIT AREA TOP _ UNDER ACCESS SDR35 PVC PIPE MAX• CHIMNEY REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND AROFESS CAST IRON FRAME & GRATE ELEV. 9.33' OPENING FOR PITCHED 1/8- " BOTTOM OF 6` MAINTENANCE PER FOOT/ MIN. traffic cover ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN. OF 6 OF CAMPBELL FOUNDRY ELBOW ELEV. 11.0'- IE. 8,93' INLET IE. 8.83' 6• I e• OOa CRUSHED STONE. BUILDING & SECURITY LIGHTING: JAMES DEERKOSKI, PE. OUTLET IE. 8.33' MIN. 4" DIA, M X. IE. 8.07' (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL L ____ MIN. 4" DIA o o a ' HOUSE TRAP MIN. 4" DIA SDR35 PVC 14" 18• SDR35 PVC MAX• ❑Q Professional Engineer 10 DIAMET HOUSE TRAP WITH CLEANOUT SDR35 PVC PIPE PITCHED 1 PIPE PITCHED J o E -.2 REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE PIT PIPE PITCHED L WITH 2'-0" MIN. PIPE PER FOOT 1y4" PER FOOT a' EFFECT( 8- 1/8" FT. o Ln PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND DATE: 1' MINIMUM 1' MINIMUM FOUNDAOUGH 1/4'TION. DEPTH D MIN. 4,0' EFFECTIVE 3' MIN. SCREENING. OCTOBER 31 , 014 FLOW LINE 5 DEPTH 5 (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. PROJECT No: oD DDo J a (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL D.A.K. ASSOCIATES LLC. AND ITS 974-2014 4'MIN. s'- " DIA• ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY MEMBERS ARE NOT RESPONSIBLE FOR SAFETY DRAWN BY: ' I W-o•DIAMETER STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. BDK o ELEV. 4.07' (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN CHECKED BY: ❑R a 1 1,200 GALLON CYLINDRICAL SEPTIC TANK DETAIL ��3 FT. MIN. ABOVE GROUND WATER ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172 JJD + AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION SHEET NUMBER:N.T.S. ELEv. o.o' CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF ❑� IBACKFILL MATERIAL TO ❑ CLEAN o DETAIL OF CONSTRUCTION SAND,EAND GRAVEL. 6' MIN, PENETRATION SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND o LEACHING POOL DETAIL SAND VA AND OF NOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON ❑❑ ' REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. ❑E ; 1) BOTTOM OF POOL SHALL BE MINIMUM OF 3' ABOVE HIGH SEASONAL GROUNDWATER. (10) PROPER DISPOSAL OF ALL WASTE DEBRIS HAZARDOUS AND TOXIC MATERIALS IS TO ❑H 2) SHOW AREA FOR 50% EXPANSION OF THE LEACHING POOLS. N.T.S. BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE THE BUILDING WHICH WILL BE WIRED TO MOTION SENSORS. THESE LIGHTS WILL ❑E 3) USE ONE (1) 1200 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION REMAIN ON FOR A MAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO ❑E 4) USE FIVE (3) 1 OFT. DIAMETER, 4FT. HIGH PRECAST CONCRETE LEACHING RINGS TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH LIGHTS WILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN 5) USE 4 INCH DIAMETER, APPROVED SEWER PIPE -THROUGHOUT. CONTINUOUSLY. PERMIT) GN- 1 6) BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED , SAND / GRAVEL •, � 7) SLABS SHALL BE MINIMUM OF 12 INCHES BELOW GRADE. THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION FIXTURES. FIXTURES ARE TO MOUNTED INSIDE THE UNDER SIDE OF THE SOFFITS 8 SOLID CONCRETE COVER SHALL BE BETWEEN 6 INCHES AND 12 INCHES BELOW GRADE. REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO (WHITE). THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING 2'-0" 1170 GROUND WATER THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL DURING HOURS OF OPERATION AND WILL BE ON A TIMER, LEACHING BASIN DETAIL MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY N.T.S. DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT. DOB NUMBER: 1 OF 1 C D°A•I A,S90Mn S,ILC OFFICE LOCATION: ®f SOU MAILING ADDRESS: Town Hall Annex �� Tjf/O P.O.Box 1179 54375 State Route 25 O 01 0 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 N www.southoldtownny.gov �OIyCOUNII,N�.V PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 12, 2016 Mr. Gerard Orientale P.O. Box 770 Southold, NY 11971 Re: Approval - Proposed Site Plan for Soundside Landscape, Inc. Located at 67575 NYS Rt. 25, ±275' s/w/o Albertson La. and NYS Rt. 25, Greenport SCTM#1000-52-5-58.3 Zoning District: LI — Light Industrial Dear Mr. Orientale: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 11, 2016: WHEREAS, this Site Plan Application is for the proposed construction of an 80' x 40' (3,200 _ sq. ft.) commercial building for a landscape contractor's yard on 0.93 acres in the Light Industrial Zoning District, Greenport; and WHEREAS, on December 17, 2014, Gerard Orientale, owner, submitted a Site Plan Application for review; and WHEREAS, on January 12, 2015, the Planning Board formally accepted the application as complete for review but in need of revision; and WHEREAS, on January 16, 2015, the applicant submitted the information and revisions as required; and WHEREAS, on January 29, 2015, 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 Suffolk County Planning Commission review because the proposed action is less than 5,000 sq. ft. of new floor area; and WHEREAS, on February 6, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and Soundside Landscape, Inc. ' Page 2 - January 12, 2016 WHEREAS, on February 9, 2015, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on February 9, 2015, a public hearing was held and closed; and WHEREAS, on February 13, 2015, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on February 19, 2015, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on March 6, 2015, the Southold Town Engineer reviewed the above-referenced application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, at their Work Session held on March 9, 2015, the Southold Town Planning Board required revisions to the proposed Site Plan; and WHEREAS, on March 9, 2015, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on March 30, 2015, Gerard Orientale, owner, submitted a revised Site Plan that included specific requirements of the Planning'Board; and WHEREAS, April 6, 2015, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action unlisted and granted a Negative Declaration; and WHEREAS, on April 8, 2015, the Zoning Board of Appeals (ZBA) granted the Area Variances for nonconforming front and rear yard setbacks as applied for in File #6822 with two (2) conditions: (1) Southold Town Planning Board Site Plan Approval is required; (2) The applicant will establish vegetative screening along NYS Rt. 25 as shown on the Site Plan; and WHEREAS, on April 20, 2015, the Planning Board reviewed the revised Site Plan and determined that approval from the Suffolk County Department of Health Services (SCDHS) remains outstanding; and WHEREAS, on May 13, 2015, the Southold Town Chief Building Inspector reviewed and certified the proposed contractor's yard as a permitted use in the Light Industrial Zoning District; and WHEREAS, on December 5, 2015, the Suffolk County Department of Health Services (SCDHS) granted Approval Reference #C10-15-0007 for"Industrial Storage Building" at 128 gallons per day; and Soundside Landscape, Ing. Page 3 January 12, 2016 WHEREAS, on December 21, 2015, 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 Site Plan with one (1) condition entitled "Soundside Landscaping Inc.", prepared by DAK Associates, LLC, dated October 31, 2014 and last revised March 4, 2015, and authorizes the Chairman to endorse the Site Plan including the following two (2) plans: 1. SP — 1: Site Plan 2. GN — 1: General Notes Condition: Any free-standing sign for the business must be approved by the Planning Board prior to a Sign Permit being issued for this site. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. Y i Soundside Landscape, Inc. Page 4 January 12, 2016 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, U�2 Donald J. WilSenski 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 Signature: ,cam P Date: OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ���� SU(/�y0 P.O.Box 1179 54375 State Route 25 ,`O l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 y www.southoldtownny.gov coum PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 12, 2016 JAN 13 2016 �J Mr. Gerard Orientale P.O. Box 770 ( jn rl e Southold, NY 11971 Re: Approval - Proposed Site Plan for Soundside Landscape, Inc. Located at 67575 NYS Rt. 25, ±275' s/w/o Albertson La. and NYS Rt. 25, Greenport SCTM#1000-52-5-58.3 Zoning District: LI — Light Industrial Dear Mr. Orientale: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 11, 2016: WHEREAS, this Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on 0.93 acres in the Light Industrial Zoning District, Greenport; and WHEREAS, on December 17, 2014, Gerard Orientale, owner, submitted a Site Plan Application for review; and WHEREAS, on January 12, 2015, the Planning Board formally accepted the application as complete for review but in need of revision; and WHEREAS, on January 16, 2015, the applicant submitted the information and revisions as required; and WHEREAS, on January 29, 2015, 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 Suffolk County Planning Commission review because the proposed action is less than 5,000 sq. ft. of new floor area; and WHEREAS, on February 6, 2015, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and Southold Planning Department Staff Report Site Plan Application Work Session — Final Site Inspection Date October 15, 2018 Prepared By: Brian Cummings I. Application Information Project Title: Soundside Landscaping Inc. Applicant: Gerard Orientale Date of Approval: January 11, 2016 Tax Map Number: 52.-5-58.3 Project Location: 67575 NYS Route 25 Hamlet: Greenport Zoning District: Light Industrial — LI II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.93 acres Building Size 3200 sq. ft. III: Analysis This Site Plan Application was approved for the construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. Site Plan Condition: Any free-standing sign for the business must be approved by the Planning Board prior to a Sign Permit being issued for this site. General design principles: A. Signs should be a subordinate part of the streetscape. B. Signs should be as small as practicable. C. Signs should be as close to the ground as possible, consistent with required safety and legibility considerations. D. A sign should have an appropriate size relationship to the building upon which it is placed. E. Whenever feasible, multiple signs should be combined into one sign to avoid clutter. F. A sign should not impair the visual effectiveness of neighboring signs. 1 G. Garish colors and materials should be avoided. H. Signs which have dark background colors and light letters are preferred in order to minimize the apparent size of signs within the streetscape. I. Generally, signs on the same building should be within the same horizontal band and be of a similar height. J. Except in carefully designed circumstances, signs should be integrated with fences, walls or buildings and not be freestanding. K. Sign material should be durable, requiring little maintenance; use of material such as corrugated plastic, natural aluminum, bulbous plastic letters, nontextured plastic and glass the should be avoided. Freestanding signs: One freestanding sign is allowed for each frontage, on a public street or way, subject to the following requirements: (1) Freestanding signs are limited to either pole signs with no guy wires or signs permanently affixed to a fence or other wall separate from the principal building. (2) All freestanding signs shall be located within and shall not overhang the property line. (3) The location and design of such signs shall not present a hazard to pedestrian or vehicular traffic. (4) The sign may be single- or double-faced, and square footage will be calculated based on one side. (5) The sign shall be set back not less than 15 feet from the pavement or five feet from the sidewalk, whichever is greater. Under no circumstances shall the sign be placed in the public right-of-way. (6) The sign shall advertise only business conducted on the premises, which shall mean all contiguous property in common ownership. (7) The sign shall be not more than 24 square feet, the upper edge of which may not extend more than 15 feet above the ground. V: Staff Recommendations 1. Owen Construction is an example of a previous project that constructed a sign after approval and CO of the main site. A "mock-up" was required to be constructed on site in order for the Planning Board to better understand the size of the sign in the context of the streetscape. 2. Staff will work with Building Department to verify sign measurement requirements. 2 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, October 15, 2018 4:00 p.m. Southold Town Meeting Hall 2:30 p.m. Executive Session — Advice from Town Attorney 4:00 p.m. Applications Project Name: Soundside Landscape, Inc. SCTM#: 1000-52-5-58.3 J p Location: 67575 Route 25, ±275' s/w/o Albertson Lane & NYS Rt. 25, Greenport ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Description: This Site Plan Application is for the proposed construction of an 80x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on 0.93 acres in the Light Industrial Zoning District. ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Status: Approved ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Action: Review Proposed Sign ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Attachments- Staff Report .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Project Name: Strong's Storage Buildings SCTM#: : 1000-106-6-13.4 Location: 3430 Mill Road, Mattituck ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Description: This Site Plan is for the proposed construction of two (2) buildings for boat storage, one at 52,500 sq. ft. and the other at 49,000 sq. ft., located on 32.6 acres in the MII and R-80 Zoning Districts where there is 69,245 sq. ft. of existing boatyard buildings. ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Status: New Application ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Action: Completeness ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Attachments- Staff Report ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Project Name: Man ieri Resubdivision SCTM#: 1000-125-3-2.3 J g ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Location: 2050 Route 25, Laurel ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Description: This re-subdivision proposes to transfer 9.56 acres from SCTM#1000- 125.-3-2.3 to SCTM#1000-125.-3-18 in the AC Zoning District, Laurel. Lot 2.3 will decrease from 11.57 acres to 2.01 acres (proposed Lot 1). Lot 18 will increase from 0.44 acres to 10 acres (proposed Lot 2). ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Status: Pending Action: Completeness ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Attachments: Staff Report Submission Without a Cover Letter Sender: Subject: hd$l SCTM#: 1000 - Date:.. Comments: n ry E oouihOi Town Planning �ar� �` �,u.,,, �QIQf � �ffhli �fBBflBN � � IIIf�P @VfQOfallr4 �w Soulad,— 1 Af If ee r f r ....� �r waom ni rtxwwwi '^ ............. f f rn�P WrPmma�� u M ,�u,cf J'hi?�ro,�ry,ORION i4 mw2' f�(vi0�flao�m iw mn �,„��o�r a�ow��w �rcivalod ms ' l� Pay d r Sign: 38"h x 72"w Structure: 54"h x 124"w REFLECTIVE IMAGE Manufacturing Corp. 631-477-3368-fax631-477-3354 reflectiveimage@ optonlin e.net i WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, December 21, 2015 2:30 p.m. Southold Town Annex Board Room 2ND Floor, Capital One Bank Building 2:30 p.m. Applications Prgect Name: Ridgway Standard Subdivision SCTM#: 1000-6_-1-3 88 ! Location: 15Fox Avenue, on the west side of Fox Avenue and adjacent to Hay _ Harbor on Fishers Island Description: This proposal is to subdivide a 9.6 acre parcel into 3 clustered lots where Lot 1 equals 4.3 acres inclusive of 3.8 acres of open space and 1.4 acres of unbuildable land, Lot 2 equals 1.6 acres and Lot 3 equals 3.7 acres inclusive of 2.0 acres of Open Space and 0.8 acres unbuildable land. The _— — parcel is located in the R-80 Zoning Districts - ------------ ---- Status: Pending Action: Review for Preliminary Plat completeness_ _ Attachments: Staff Report Project Name: Verizon Wireless at East Marion SCTM#: 1000-31-3-11.31 Fire District f Location: 9245 NYS Route 25, ±525' w/o Stars Road and NYS Rt. 25, East Marion ! Description: This Amended Wireless Communications Application is for a proposed Verizon Wireless co-location of an interior mounted antenna within the concealment cylinder between 90' and 100' above ground level of the approved 110' antenna support structure/tower with a diesel generator, associated ground equipment and additional landscaping behind the existing firehouse. There are ±9,800 sq. ft. of existing buildings including the main fire house and associated accessory structures, all on 3.1 acres in_the-R-40 and Hamlet Business Zoning District. Status_ New Application Action: Review for completeness__ i Attachments: Staff Report Project Name: Soundside Landscape, Inc. SCTM#: 1000-52-5-58.3 Location: 67575 Route 25, ±275' s/w/o Albertson Lane & NYS Rt. 25, Greenport - - ---- - ------------- -- - - --- ------- - -- --- - - ---- Description: This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on 0.93 acres in the Light Industrial Zoning District_ Status: Pending _— -------- ---- --------=---------- --- - - - --- ---------- - - ------- - - Action: Status Up-date Attachments: Staff Report Discussion: ❖ ZBA Request for Comments re: Sports East Fitness Club (Paul Pawlowski) , 9300 Route 25, Mattituck, SCTM#1000-122-7-9 pECE VE Submission Without a Cover Letter DEC 14 2015 ' Southold Town Planning Board Sender: Subject: BoAjQ, Op lve,.49 � S CTM#: 1000 - 0 5 Date: Comments: '1 ®'of SOV jy® Town Hall Annex ~ l® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �® • �O �` �`^ �yC®U01� p IJtALI�AT Ii1C BUILDING DEPARTMENT D C E A V E 0 TOWN OF SOUTHOLD SAY 13 205 Southold Town Planning Board MEMORANDUM TO: Donald Wilcenski, Planning Board Chair FROM: Michael J. Verity, Chief Building Inspector DATE: May 12, 2015 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Soundside Landscape, Inc. Location: 67575 NYS Rt. 25, Greenport SCTM# 1000—Section 52 -Block 5 —Lots 58.3 Date: October 31, 2014 Revised Date: March 04, 2015 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE *Contractor's Yard IS A PERMITTED USE IN THIS LI DISTRICT AND IS SO CERTIFIED. *See ZBA File#6822 op Michael J. rity Chief Building Inspector MAILING ADDRESS: PLANNING BOARD MSMSERS � ' 0SOP�oo Phdo19 J. SolvY 171 Chair y_ OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �p� 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COU01 Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 24, 2015 Mr. Gerard Orientale P.O. Box 770 Southold, NY 11971 Re: Proposed Site Plan for: Soundside Landscape, Inc. 67595 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM #1000-52-5-58.3 Dear Mr. Orientale: The Planning Board reviewed the above-referenced Site Plan Application at their Work Session held on April 20, 2015 and determined the following: ➢ Obtain approval from the Suffolk County Department of Health Services (SCDHS) for the proposed, and provide a print of the approved plan including the allowable flow for the site with the seal, stamp and signature. 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 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 20, 2015 4:00 p.m. Southold Town Meeting Hall 3:30 p.m. Executive Session — Matters of Litigation (Vineyard 48) 4:00 p.m. Applications - -- -- - - - -- - - - - - - - ---------- -------------- -- Project name_ Ski Standard Subdivision _; SCTM_#: 1000-10-10-8.1 Location: ; On the corner of Montauk & Oriental Avenues, approximately 1,800' east. of Peninsula Road Fishers Island Description: ; This proposal is for a Standard Subdivision of a 4.98 acre parcel into I two lots where Lot 1 = 3.05 acres and Lot 2 = 1.93 acres located in the R-80 Zoning District. Status: _ Conditional PreliminaryPlat Approval Action: Review Final Plat for completeness & request for waiver of Park & - ---Playground Fee: , ------------- -— ------ -- ----------- Attachments_- _ Staff Report is f iPE�;r}i ,d'TP,i�ci� i Project Name: 6d SO Inc "` SCTM#: , 1000-52-5-58.3 —� --- - - - ` Location: 67575 Route 25, ±275' s/w/o Albertson Lane & NYS Rt25, Greenport_ _ i Description: ; This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .99 acres in the Light Industrial Zoning District._ Status: _ Pending Action:~ Update re_ revised Site Plan. r Attachments_ Staff Report Project Name: Rising Sun Woodworking SCTM#: i 1000-96-5-8 Location: _4460 Depot Lane, ±1,075' s/e/o Depot La. & CR 48, Cutc_hogue Description: This proposed amended Site Plan is to convert a wholesale book seller warehouse to a custom woodworking shop and construct a ±500 sq. ft. addition to connect two existing buildings totaling 13,064 sq. ft. for office, cabinet shop and custom woodworking on 2.1 acres in the LB Zoning District ----- - ---- -- -------- - - - - - --- -- - - -- - - Status: Pending Action: Review revised Site Plan. Attachments: Staff Report _ MAILING ADDRESS: PLANNING BOARD MEMBERS O*QF SO(/TyOI Southold,.O .Box 1179 11971 DONALD J.WILCENSKI h Chair v �$ OFFICE LOCATION: WILLIAM J.CREMERS va Town Hall Annex PIERCE RAFFERTY G ® �� 54375 State Route 25 JAMES H.RICH (cor.Main MARTIN H.SIDOR �OliCouffm SouYoungs Ave.) th d, NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner Date: April 22, 2015 Re: Site Plan for Soundside Landscape, Inc. 67575 NYS Rt. 25, ±275' s/w/o Albertson Ln & NYS Rt. 25, Greenport SCTM#1000-52-5-58.3 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the.application to you for final review and certification. This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. Encls: Site Plan Application Site Plan MAILING ADDRESS: PLANNING BOARD MEMBERS ftoF soar P.O.Box 1179 DONALD J.WILCENSKI �0� yQIO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III • �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCOU NI`I,� Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 7, 2015 Mr. Gerard Orientale P.O. Box 770 Southold, NY 11971 Re: SEQRA Determination: Site Plan for Soundside Landscaping 67595 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM #1000-52-5-58.3 Zoning: Light Industrial Dear Mr. Orientale: The following resolutions were adopted ata meeting of the Southold Town Planning Board on April 6, 2015: WHEREAS, this Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport; and WHEREAS, the applicant submitted an application for Site Plan review on December 17, 2014; and WHEREAS, on January 13, 2015, the Planning Board accepted the application for review; and WHEREAS, on January 29, 2015, the Southold Town Planning Board, pursuant to §617.6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; and WHEREAS, on March 9, 2015, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, established itself as lead agency for this Unlisted Action; be it therefore RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. Soundside Landscaping Page Two April 7, 2015 A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Very truly yours, fJames H. Rich, III Vice-Chairman Encl. v I MAILING ADDRESS: PLANNING BOARD MEMBERS *QF so, P.O.Box 1179 DONALD J.WILCENSEJ �0� �l0 Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY �Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �y�'�UNTI,� Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant April 6, 2015 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 7 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Soundside Landscape, Inc. SCTM#: 1000-52-5-58.3 Zone: Light Industrial Location: 67575 Route 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. (Figure 1) Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed. The determination was based upon the following: Negative Declaration Pae 12 April 6, 2015 t:4F� yr 4,t ' .a }.. � z. rv:.,�&�W ,y?f•.:t'�C:' }a"�C}m.ir a£..: ..Fi':,,d,. �,t:-;rr::, ��<;i'r.F:; _ .as i '�c,�A' «•,' •,tr:,A�''� .'�� zl« ` zA'�•:]+ •p x...'4'`•k''` -'f$ v v' {T`+i._ ..7.a,C4;s?r":s?e `•...j o �a t=L,�'«.;.y0 c,:��<<:'.e""iY.��,-.i;sy.`z:'A. PXN->P Su:'t•}•Aiy '�°'F Y I:;f:'. .'FM- {."^f"1'i: rW rx, "Tc Mika P r. I Figure 1. 2014 Aerial View of Subject Parcel Impact On Land The proposed action is not expected to result in a significant'adverse impact on land. Impact of Water 1. Water Supply Public water is currently supplied to the existing building via a 2" water service line. No significant impacts to public water supply are expected. 2. Sanitary Disposal In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight (8) hydrogeologic zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying ground water flow patterns and water quality. The subject site is located within SCDHS Groundwater Management Zone IV, which according to Article VI of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. Therefore, the allowable Nitrogen bearing flow for the overall .9334 acre site is 560.04 gpd. The combined uses (office area, warehouse area) are assessed at 96 gpd, therefore, the proposed uses meet the maximum allowable flow. Negative Declaration Pae 13 April 6. 2015 The proposed application would conform to Article VI of the Suffolk County Sanitary Code and would not be expected to adversely affect ground water quality provided properly functioning systems are designed and installed. I Ground or Surface Water Quality or Quantity The test hole indicates that water was found at 5' below the surface. Sanitary systems and storm water drainage are designed with 3' deep (shallow) leaching pools to maximize depth to ground water. Sanitary systems will be required to meet the 3' separation distance required for sanitary systems per Suffolk County Department of Health standards and elevations will be adjusted appropriately. No substantial impact to ground water is expected to occur if the project is implemented as planned. Storm water is proposed to be captured and retained by a drainage field of twenty leaching pools and a French drain located in the northwest corner of the property. The parking yard is pitched to the drainage area and proposed to be constructed with a RCA surface. The proposed drainage is adequately designed for areas with high ground water (5' below surface) and to capture run-off from a 2" rainfall. Therefore, potential impacts from storm water run-off are expected to be low. No surface water is located within the vicinity of the site. 4. Flooding The proposed improvements are located within FEMA Flood Zone X; (.2 percent potential flood hazard) areas identified as areas of moderate or minimal hazard from the principal source of flood in the area, therefore, the potential impacts from threat of flooding are low. Negative Declaration Pae 14 April 6, 2015 Ara AV AC �y s•^. �>��is ,r," '�,,s. `.'��'�A.i:`r�+;r..„,d.�:>�,�a,y^;Yr^�'>�'::�•�,1.1p' wp Y �� ..z�r�i�'+',':?; ,#�+'<^-' /''�['•�`y`.`, jj;; xj", .vim++ '� �R,�, �•�}' �'Fi' - w ry -� t /' S4'v �u,'',e!�'r a,t -F �1':wr•;:f .,Y� � J„ ,:� ,Y�,rf{��j;rp,:'.�„"�...,.. �. '�''rJ' 4�'.�y �,,,.'" `srp�...:,'+w�'B.ie�..1rr� ��,a',trl;:�, 'X �.✓'�',1•�4> �� :r�r,s''>-�?M« :.�y.YjW.;• .rGGd" r7� ,�. ,:': ^f?,,r:'a� �:.;'g��ti: .ew'�� r: at �,�'a�,.aww ,rv� .. . ���,�• '7:»„t. 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Subject Parcel (yellow circle) Showing FEMA Flood Zones Negative Declaration Pae 15 April 6, 2015 Impact on Air No substantial adverse change in existing air quality is expected to occur. Impact on Plants and Animals The parcel is not located within a New York State Department of Environmental Conservation Critical Environmental Area or a New York State Department of State Significant Fish and Wildlife Habitat Area. The parcel has been historically cleared and currently operates as a storage yard for a landscaping business. The presence of protected plants or animals is low, therefore, the impacts to such species would be none to low. No significant removal or destruction of large quantities of vegetation will occur. Correspondingly, no substantial interference with the movement of any resident or migratory fish or wildlife species nor impacts on a significant habitat area will occur. Impact on Agricultural Land Resources The parcel is not currently in agricultural production or within an Agricultural District, therefore, no adverse impacts to agricultural lands will occur. Impact on Aesthetic Resources The parcel is located north of State Route 25 (SR 25) a New York Scenic Byway. The improvements on site would not be obtrusive to the scenic byway due to the proposed size of the buildings, location of parking and proposed mitigation. A 25' foot wide buffer is proposed that will include; 3 Thuja green giants and six Zelkova trees, Ligstum privet shrubs and a privacy fence. The screening proposed supports the Scenic Corridor Management Plan (2001) of the Comprehensive Plan. No substantial adverse impacts to aesthetic resources are expected to occur. Impact on Historical and Archeological Resources The site is heavily disturbed, improved and used as a storage yard for landscape materials. The area is included within the archeo-sensitive area (MAPINFO GIS- Archeo-sensitive layer) however, due to past level of disturbance the probability of occurrence of intact cultural resources on site is low. The proposed improvements are not expected to impact important historical or archaeological resources. Impact on Open Space and Recreation No significant impacts to public open space or recreational areas will occur as a result of this action. Negative Declaration Pae 16 April 6, 2015 Impact on Critical Areas The proposed action is NOT located within a New York Department of Environmental Conservation Critical Environmental Area. Impact on Transportation The proposed landscape contractor's yard use will result in low traffic trips. A curb cut with an asphalt apron currently exists providing access to State Route 25. No increase in significant traffic volume (generation) or flow will occur as a result of the proposed action. Impact of Energy No major change in the use of either the quantity or type of energy will occur. Noise and Odor Impact No substantial change in noise or odor is expected to occur. Impact on Public Health No creation of a hazard to human health is expected to occur. No substantial increase in solid waste production, leaching or drainage problems is expected to occur if the proposed action is implemented as planned. Impact on Growth, Character of Community or Neighborhood The parcel is located within the Light Industrial (LI) Zone in Greenport. To the north south, west and east (across SR 25) the properties are improved and zoned U. The purpose of the LI Zoning District is "to provide an opportunity for business and industrial uses on smaller lots than would be appropriate for the LIO Light Industrial Park/Planned Office Park District." The proposed landscape contractor's yard will not significantly conflict with the purpose of the zoning district or community plans. Proposed lighting will meet Dark Sky Standards, be contained on-site and not trespass onto adjacent parcels. The proposed action is not in a significant material conflict with a community's current plans or goals as officially approved or adopted. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. y Negative Declaration Pae 17 April 6, 2015 For Further Information: Contact Person: Mark Terry, Principal Planner Address: Planning Board Telephone Number: (631) 765-1938 cc: Southold Town Clerk for Town Board Suffolk County Department of Health Services Southold Town Building Department Southold Town Engineer BOARD MEMBERS Of SOSouthold Town Hall � !/l Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 l0 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �O ® a0 54375 Main Road(at Youngs Avenue) Kenneth Schneider c'ouffN Southold,NY 11971 �b http://southoldtown.northfork.net 00. 1� l — M-,r i o/1 ZONING BOARD OF APPEALS c, �- Fc �L7 TOWN OF SOUTHOLD r� i U E Tel.(631)765-1809•Fax(631)765-9064 APR Q 8 2015 Southold Town FINDINGS,DELIBERATIONS AND DETERMINATIO Planning Board MEETING OF APRIL 2,2015 ZBA FILE: 6822 NAME OF APPLICANT: Soundside Landscape,Inc. PROPERTY LOCATION: 67575 Main Road(aka State Route 25), Greenport,NY SCTM# 1000-52-5-58.3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 12, 2014, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The applicant's property is an irregularly shaped 40, 659 sq. ft. parcel in the LI Zone. The northerly lot line measures 180.94 feet along an adjacent parcel. The easterly lot line measures 304.03 feet along Main Road (SR 25). The southerly lot line measures 170.87 feet long another parcel. The westerly lot line measures 218.76 feet long anther adjacent parcel. The property is improved with several storage containers, as shown, with the proposed new 40ft. x 80ft. commercial contractor's building, on the survey SP-1 drawn by James Deerkoski,PE, dated Oct. 31, 2014. BASIS OF APPLICATION: Request for Variances from Article XV, Sections 280-64A and 280-63 and the Building Inspector's November 5, 2014, amended December 1,2014 Notice of Disapproval based on an application for building permit to construct a commercial building for landscape contractor's yard, at; 1)less than the code required front yard setback of 100 feet,2)less than the code required minimum rear yard setback of 70 feet. RELIEF REQUESTED: The applicant requests two variances in order to construct a proposed commercial contractor's building with a front yard setback of 59 feet, where a minimum of 100 feet is required, and a rear yard setback of 21 feet,where a minimum of 70 feet is required. ADDITIONAL INFORMATION: The property was the subject of ZBA Appeal #5095, dated May 16, 2002, in which a previous applicant was granted variances for a front yard setback of 75 feet, and a rear yard setback of 41 feet.-The Town Planning Board submitted a memorandum dated Jan. 8,2014 expressing concern about the status of access to Rt. 25 from this property. The memorandum referred to a Covenant & Restrictions document included with the original minor subdivision approval in 1988. They requested the Zoning Board adjourn the hearing to Page 2 of 3-April 2,2015 ZBA#6822—Soundside Landscape,Inc SCTM#1000-52-2-58.3 allow the Planning Board to review the application in the site plan process. On March 17, 2015 the Planning Board submitted a second memorandum stating they are not requiring the cross access easement and that the applicant should explain to the Zoning Board how they meet Town Code for lot recognition under Code Section 280-9. They further stated they support the variances as applied for. At the hearing the applicant provided information proving they meet town code for lot recognition. Site Plan approval is necessary for the applicant, and the Planning Board will address those C&Rs, and any other concerns they have during the site plan approval process. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Jan. 8, 2015, and on March 19,2015, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This property has established commercial and industrial uses that are allowed by code, and that are compatible with the uses on other properties in the Light Industrial Zone. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The size and shape of the property limits the area where the proposed structure can be built, and still allow for on site maneuverability of the trucks and equipment used by the contractor. There is no conforming location available to locate the new building, and therefore the variances are necessary. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 41% relief from the code for the front yard setback of 59 feet, and 70% relief from code for the rear yard setback of 21 feet. However, the property is situated in an area containing long established industrial uses, and there are other commercial buildings with non-conforming front and rear yard setbacks located within the adjacent neighborhood. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant will establish vegetative screening along Rt. 25 as shown on the site plan. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new equipment storage building,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Goehringer, and duly carried, to GRANT the variance/variances as applied for, and shown on the survey SPA drawn by James Deerkoski, PE, dated Oct. 31, 2014. CONDITIONS: 1. Southold Town Planning Board site plan approval is required. 2. The applicant will establish vegetative screening along CR25 as shown on the site plan. L J Page 3 of 3-April 2,2015 ZBA#6822—Soundside Landscape,Inc SCTM#1000-52-2-5 8 3 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, 'extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity Pursuant to Chapter 280-146(13) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider,Homing,Dante, Goehringer.This Resolution was duly adto 5-0). Leslie Kanes Weisman, Chairperson Approved for filing 11-17 /2015 Submission Without a Cover LetterVb�au MT S�b� E C E V E Sender( C��,� MAR 3,0 2015 Southold Town Sub ject: PiammnBoard SCTM#: 1000 - .— S— � Date: 6A Comments: MAILING ADDRESS: PLANNING BOARD MEMBERS �QF so p P.O. Box 1179 DONALD J.WILCENSKI ��� 'l�lO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY54375 State Route 25 Q JAMES H.RICH III • �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �CQU � Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM F To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals .From: Donald J. Wilcenski, Chair . W, Members of the Planning Board Date: March 17, 2015 Re: Request for Comments for Soundside Landscape, Inc. SCTM#1000-52.-5-58.3 ZBA# 6822 The Planning Board has reviewed the proposal to construct a commercial building for a landscape contractor's yard with a ±59' front yard setback (100' or avg. of adjacent required) and a ±21' rear yard setback (70' required). As indicated in a previous correspondence, a Covenant and Restriction (Liber 10613 Page 75) was filed concerning the potential establishment of a Cross Access Easement between the property to the east and the subject parcel to gain access to Albertson Lane. The Planning Board discussed the need and practicality of establishing a Cross Access Easement at their March 10, 2015 Work Session and has decided to not require it at this time. The lot was created in 1988 subdividing a 3.547 acre parcel into 3 lots. At the time of subdivision, the lot was shown as 45,365 sq. ft. The current lot is shown as 40,659 sq. ft. There is no record of how this lot was modified. It is recommended that the Zoning Board require the applicant to demonstrate how they meet the Town Code for Lot Recognition pursuant to §280-9 prior to, or as a condition of granting this Variance. The lot is located within the Light Industrial (LI) Zone in Greenport. To the north, south, west and east (across New York State Route 25) the properties are improved and zoned LI. The purpose of the LI Zoning District is "to provide an opportunity for business and industrial uses on smaller lots than would be appropriate for the LIO Light Industrial Park/Planned Office Park District." Soundside Landscape, ..._. Page 2 March 17, 2015 It is the position of the Planning Board that the Variances sought do not significantly conflict with the purpose of the zoning district, are not discordant with similar commercial uses and LI zoned parcels in the vicinity and would not result in significant impacts to community character and to the New York State Route 25 Scenic Byway view shed. .The Planning Board supports the Variances as applied for. Thank you for this opportunity to review the action, and please feel free to call this office with any questions. cc: Stephen Kiely, Assistant Town Attorney MAILING ADDRESS: PLANNING BOARD MEMBERS �Q�sorry - P.O.Box 1179 DONALD J.WILCENSKI ��� Ol0 Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY Q 54375 State Route 25 JAMES H.RICH III MARTIN H.IDOR �i,'Cou ffN (cor. Main South d, NY Youngs Ave.) Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 13, 2015 Mr. Gerard Orientale P.O. Box 770 Southold, NY 11971 Re: Proposed Site Plan for: Soundside Landscaping 67595 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM #1000-52-5-58.3 Dear Mr. Orientale: The Planning Board reviewed the above-referenced Site Plan application at their work session held on March 9, 2015 and determined the following: 1. Revise the Site Plan to include: a. Proposed drainage systems as a result of the coordination with the Office of the Town Engineer pursuant to §236 of the Town Code; b. The accurate location of Kerwin Boulevard; c. Eliminate the two (2) Zelkova street trees proposed immediately to the east and west of the proposed curb cut; d. Provide a notation on the Site Plan that all street trees are to be maintained to provide a lowest branch minimum of 6'-6"; e. Address numbers on both sides of proposed sign pillars and numerals at a minimum 4" high and .5" width (stroke) pursuant to Fire Code 505.1 f. Remove the main sign detail from page SP-1 of the Site Plan; only the proposed location and photometric details of the main sign should remain on the plan. Soundside LandscE Inc. Page 12 March 13, 2015 2. As discussed, the requirement to provide an accurate "mock-up" of the proposed main sign on site will be included as a condition to the Site Plan determination. A building permit for construction of the main sign will not be provided until the Planning Board determines the proposed design and dimensions are satisfactory; 3. Provide a minimum of five (5) prints of the revised Site Plan including the stamp, seal and signature of the NYS licensed professional preparing the plans. 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 MAILING ADDRESS: PLANNING BOARD MEMBERS �O�OF so P.O.P.O. Box 1179 DONALD J.WILCENSE1 O Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE R.AFFERTY G 54375 State Route 25 JAMES H.RICH III ��l ®, a (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �COWN Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 10, 2015 Mr. Gerard Orientale P.O. Box 770 Southold, NY 11971 Re: SEQRA Classification - Proposed Site Plan for Soundside Landscape, Inc. 67575 NYS Rt. 25, ±275' s/w/o Albertson Ln. and NYS Rt. 25, Greenport SCTM#1000-52-5-58.3 Zoning District: LI — Light Industrial Dear Mr. Orientale: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, March 9, 2015: WHEREAS, this Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport; and WHEREAS, at a Work Session held on January 12, 2015, the Planning Board formally accepted the application for review; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above. 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 Southold Town Planning Board Work Session – March 9, 2015 - Page 2 Project name:_ Aries Estates/Tully _ _ SCTM#: • 1000-22-3-2 Location: at the westerly terminus of a private right-of-way which extends north _ from Kayleigh's Court in- East Marion ------ ----- --- -- -------------------- ---------- - - ---------- -- j Description: This proposal is for a Standard Subdivision of an 11.4-acre parcel into two lots where Lot 1 equals 5.7 acres, including 3.3 acres of open space, and Lot 2 equals 5.7 acres, including 3.2 acres of open space, in the R-80 Zoning District.__ Status: Conditional Preliminary Approval __ Action: Agent's request Project Name: New Cingular Wireless/AT&T at SCTM#: ' 1000-63-1-10 _1040B Hortons Lane Location: 1040B Horton's Lane, Southold Description: ! This proposed Site Plan is for a 75' high wireless telecommunications i monopole to include six (6) AT&T panel antennas and two (2) empty 10' ' sections for possible future co-location (all concealed within the pole), j along with 300 sq. ft. proposed within an existing building for associated ground equipment on 6.9 acres in the Light Industrial Zoning District. Status: Pending _ i Action: ; Meeting_with consultant to discuss report_ Attachments: Report from CityScape Consultants _ - --- --------—----- -------------- - ------------------------- - I Project Name_ ; Eastern Front Microbrewery. SCTM_iC1000-141.-3-34 I Location: 4_25 Westphalia Rd., ±375' s/e/o CR 48 &Westphalia Ave., Mattituck_ _ Description: ; This proposed Site Plan is for the conversion of an existing 70' x 31' (2,170 sq. ft.) storage building into a microbrewery and 312 sq. ft. retail space including five (5) parking stalls on 0.3 acres in the Light Industrial _ Zoning District, Matti-tuck. ! Status: New Application -- - --------- -- -- --------- ------- ---------- - Action: _ _ Review for completeness. – ---------- Attachments: Staff Report Project Name: Soundside Landscape, Inc. SCTM#:---; 1000-52-5-58.3 ------------ --------- -- - -------- - -- --- --------- ----- --- - --- Location: 67575 Route 25, ±275' s/w/o Albertson Lane & NYS Rt. 25, Greenport Description: This Site Plan Application is for the proposed construction of an 80 x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .99 acres in the Light Industrial Zoning District. Status: Pending Action: Review referrals. Attachments: Staff Report Discussion: ❖ ZBA Request for Comments re: Fragola, 620 Corwin Street, Greenport, SCTM#1000-48-2-44.2, electrical contractor's yard 1 - � STATE OF OPPORTUNITY Transportation ANDREW M. CUOMO JOAN McDONALD JOSEPH BROWN Governor Commissioner Regional Director March 4, 2015EUMT Mr. Brian Cummings Planner AJAR 10 2015 Town of Southold P.O. Box 1179 Southold Town Southold, NY 11971 Planning Board Your January 29, 2015 Submission Soundside Landscaping NY 25, Greenport SCTM # 1000-05200-0500-058003 Our Case 15-47945 Dear Mr. Cummings: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. In recent years, many states have employed access management as a major technique to address conflicts between through traffic and that generated by developments. The goals of access management are to limit the number of access points, separate conflict points and remove turning traffic from through movements. New York State is utilizing this technique to minimize impacts to State Highways. We recommend, therefore, that cross access to this site be obtained from adjacent property. If this is not presently possible, it should be shown on the plans for implementation as part of future redevelopment. 2. We recommend that the design professional consult our driveway policy manual which is available on our website. On the NYSDOT web site www.dot.ny.gov select "Permits", then select Highway Work Permits and then select Commercial Driveway/Access Permits where the Policy and Standards for the Design of Entrances to State Highways, manual can be found. A complete check list of all required plan items can be found in the manual. All work and material details shall be shown referenced to NYSDOT specification item numbers. 3. Property line should use a different legend. 4. Verify Kerwin Boulevard location with respect to site driveway. Also, verify if property line is parallel to NY 25. Mr.Brian Cummings March 4,2015 Page 2 of 5 5. Please provide a detail for a driveway apron or curb cut in accordance with NYS DOT 608 Series Standard Sheets. Curb may be appropriate to define the curb cut and the edge of pavement. 6. A pedestrian connection between the building on site and NY 25 should be provided. 7. The gate for the site should be located far enough back from the edge of shoulder to ensure that the largest dimension vehicle entering the site when the gate is closed will not block the lane, shoulder or sidewalk. 8. Provide construction details for work in the NYSDOT ROW in accordance with NYS DOT Standards & specifications. 9. NY 25 is designated as a bicycle route. A minimum five (5) foot shoulder shall be maintained. 10.Provide Work Zone Traffic Control (WZTC) Plans for appropriate shoulder, travel lane and sidewalk closures schemes as necessary for all required mitigation items. All WZTC plans must be in accordance with the current National Manual of Uniform Traffic Control Devices and NYSDOT Supplement. The plan must include the note: "All Lanes Must Be Open To Traffic Before 10:00 am And After 3:00 pm. No Lane Closings Are Permitted On Weekends Or Holidays. Nighttime Lane Closings Will Not Be Permitted Without Prior Approval From The State Permit Inspector". 11.We recommend providing Bicycle parking facilities on site. Please advise how employees or customers wishing to bicycle to the site will be accommodated. On future submissions please indicate where bicycles for patrons and employees will be parked/secured. Bicycle racks should be located adjacent to the building entrance. They should not obstruct the Pedestrian Accessible Route (PAR) to the building and be clearly visible to cyclists and the public. Inverted "U" or "A" shaped racks are recommended. For additional guidance see: http://c.ymcdn.com/sites/www.apbp.org/resource/resmgr/publications/bicycle parkin g guidelines.pdf. 12.Street trees are proposed along the frontage of the site on private property. The trees on each side of the curb cut may block the sight lines for trucks exiting the site and eliminating the trees closest to the curb cut may improve sight distance. NYS DOT requires that trees are "Street Tree Quality" lowest branch min. 6'-6" to ensure pedestrians are not injured by low branches and the trees are not damaged by nearby vehicles. 13.Verify drainage calculations and retention system capacity. Provide retention system details on plans. C � Mr.Brian Cummings March 4,2015 Page 3 of 5 14.Much of the frontage along the site is a mix of evergreen trees, weeds and some invasive vines. It is unclear if the frontage will be cleared and the area seeded with turf to ensure the proposed trees will survive. If areas will be cleared and seeded this should be indicated on the plans. 15.Spot elevations and/our contours were not provided at the NY 25 ROW line and onsite so it is not possible to determine if run-off will be retained on site. A driveway profile or on site elevations, including elevations at the State Highway ROW line, shall be shown on the plans to ensure that all drainage is contained on site since we do not permit runoff from property onto the State Highways. 16.NYS DOT does not permit the use of hay bales, but rather straw bales for erosion and sediment control. Hay bales contain weed seeds. 17.The closest NY 25 mile marker shall be shown on the plan. 18.A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the NY 25 site frontage at the completion of construction should appropriate erosion control methods not be satisfactorily employed. 19.We recommend that permanent survey markers should be installed at the property limits along NY 25 and at any intermediary turning points along the State highway frontage in accordance with ,NYSDOT Standard Sheet 625. Please include the appropriate detail. 20.The plan shall include the note "Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." 21.Any utility work proposed in State Highway ROW will require separate application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic Plan - all referenced to )NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance Facility. The applicant may contact Mr. Kevin Matthaei at (631) 727- 1731 for further directions regarding Utility Highway Work Permit (HWP) applications. The applicant should be made aware that Utility HWP issuance is subject to issuance of the HWP required for site work. Please advise the applicant,to submit one (1) paper copy of the revised plans, one (1) paper copy of a response letter and one (1) electronic copy of each of the previously noted items in pdf format on a CD. The plan sheets should be appended together to make a file and not individual sheets. The response letter shall state how the above comments are addressed, item by item. The applicant will also need to submit the Stage I and Stage II applications of the Perm 33 COM application that was mentioned in our February 5, 2015 letter. Mr.Brian Cummings March 4,2015 Page 4 of 5 Review of the subject project is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, 'ISHAI K A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold Mr. Gerard Orientale, P.O. Box 770, Southold, NY 11071 Mr. James Deerkoski, P.E., DAK Associates, 506 Main Street, Westhampton, NY 11978 SAS:MDW:rq 1 1 Southold Town P im ming Board Work Session - March u, 2015 - Page 2 ---- - - --- ----- ------- ---- --- -- --- --------- ---- - ---- - - ------ - - - ----- ----------- Project name: : Aries Es_tat_es/Tully _ _SCTM#: - 1000-22-3-2 Location: at the westerly terminus of a private right-of-way which extends north from Kayleigh's Court in East Marion Description: ; This proposal is for a Standard Subdivision of an 11.4-acre parcel into two lots where Lot 1 equals 5.7 acres, including 3.3 acres of open space, and Lot 2 equals 5.7 acres, including 3.2 acres of open space, in __ the R-80 Zoning_District. __ Status: ry; Conditional PreliminaApproval - ------ -- - --- - - - - -- - - - - --- -- i Action: _ —' Agent's request Project Name: New Cingular Wireless/AT&T at SCTM#: 1000-63-1-10 1040B Hortons Lane ! Location: 1040B Horton's Lane, Southold ! Description: This proposed Site Plan is for a 75' high wireless telecommunications monopole to include six (6) AT&T panel antennas and two (2) empty 10' sections for possible future co-location (all concealed within the pole), ; along with 300 sq. ft. proposed within an existing building for associated ground equipment on 6.9 acres in the Light Industrial Zoning District.__] Status: Pending Action: ; Meeting with consultant to discuss report_ -- Attachments: ; Report from CityScape Consultants ! Project Name: _—; Eastern Front Microbrewery 1000-141.-3-34 Location: _ 425 Westphalia Rd_., ±_375' s/e/o CR 48 & Westphalia Ave., Mattituck Description: -! This proposed Site Plan is for the conversion of an existing 70' x 31' (2,170 sq. ft.) storage building into a microbrewery and 312 sq. ft. retail space including five (5) parking stalls on 0.3 acres in the Light Industrial Zoning District, Mattituck. Status: ew A_ lication__ " N Action: Review for completeness. - --- ----- - - - -- --- - -- - --- - -- - - -- ------- - -- - --------- - - Attachments: Staff Report Project Name: Soundside Landscape, Inc. SCTM#: ' 1000-52-5-58.3 Location:_ 67575 Route 25, ±275' s/w/o Albertson Lane & NYS Rt. 25, Greenport__ Description: This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on - .99 acres in the- -Light Industrial-Zo--nin--- g District._ ------ ------------ -------- -- --- -- ----- ------- Status: Pend ingew - - - -- ------- --- - - ----- - - - --- -- - ---- - --- ---- -- - --- ------- --- --- --- Action: Revireferrals. --- - - ------------ - ---- - - ----- —- - -- - - ------ - --- - - ---- --- - ---- - - ---- Attachments: Staff Report Discussion: ❖ ZBA Request for Comments re:.Fragola, 620 Corwin Street, Greenport, SCTM#1000-48-2-44.2, electrical contractor's yard SCOT"I' A. RUSSELL <; JAMES A. RICHTER, R.A. SUPERVISOIa '' ' MICHAEL M. COLLINS, P.E. TOWN HALL- 53095 MAIN ROAD _`< TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631)-765-1560 � . ' ,�y Fax (631)-765-9015 MICHAEL COLLINS@TOWN SOUTHOLD NY US ti ff�F v Q A JAMIE RICHTER(c�TOWN SOUTHOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Donald J. Wilcenski March 5, 2015 Chairman - Planning Board pf6,. �1 �� Town Hall, 53095 Main Road D E C E 0 V E Southold, New York 11971 Re: Soundside landscaping Site Plan MAR ® � 2015 67975 State Route 25, Greenport, NY SCTM #: 1000-52-5-58.3 Southold Town Planning Board Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan prepared by D.A.K. Associates with a revision date or 3/4/15 for the construction of an Equipment Storage"Commercial' Building and Landscape Contractor's Yard referenced above. Please consider the following: 1. The existing curb cut to this site was first created by the DOT under a resurfacing project and then modified by the owner to prevent stormwaterfrom entering the State Road. If the developer intends to modify this existing curb cut in any way they will first be required to get an approval from the State DOT. 2. During my review of this Site Plan, I encountered several problems with the proposed Stormwater Management plan. I have since coordinated changes to the design with D.A.K. Associates and they have provided my office with new plans. A copy of these drainage plans have been enclosed for your reference. These plans meet the minimum requirements of Chapter 236 for Stormwater Management. If you have any questions regarding this review, please contact my office. Sic rely, aures A. Richter, R.A. E Submission- Without a Cover Letter Sender: D E UV E rMAR 0 6 2015 Subject: s I Southold n To'mr Planning lanning JBoard .J SCTM#: 1000 - Date: Comments: Ori ��� �MF P P f ug ��� (''X �7" p hc4i C- P. W)s Elizabeth Thompson, Chairperson Town Hall Annex Reynolds duPont,Jr. v4safF01 54375 Route 25 Joseph Lee p�� �A PO Box 1179 Ronald McGreevy �� ��� Southold,NY 11971 Nicholas Planamento CO h Mark Schwartz d Telephone: (631)765- 1892 Stephen Geraci �� Fax(631)765-6641 James Grathwohl �'�l �� southoldtown.northfork.net Patricia Butler Town of Southold Architectural Review Committee �� E C E Minutes 4:00p.m., February 19,2015 MAR 0 3 2015 Town Hall Annex Executive Board Room Southold Town Planning Board Members Present: Nicholas Planamento,Chairperson;Ron McGreevy;Stephen Geraci;Brian Cummings,Town Planner;Elizabeth Cantrell,Secretary The minutes for the November 20,2014 meeting were approved. Introduction• All applicants will give a presentation consisting of drawings,exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes,and be made part of the Planning file for that application. The Planning Board will consider these recommendations,together with all comments from other agencies,and provide the applicant with a comprehensive written list of its requested revisions. New Applications: • SOUNDSIDE LANDSCAPING SCTM#:1000-52-5-58.3 Owner Gerard Orientale presented the application for the proposed construction of an 80'x40' (3,200sq.ft.) commercial building for a landscape contractor's yard on.93 acres in the Light Industrial Zoning District,Greenport The Committee reviewed the proposed project and approves the application as submitted today. Motion made and seconded. All in favor. C Alizabeth Cantrell,A.R.C.Secretary - 1 - Cummings, Brian A. From: Cummings, Brian A. Sent: Friday, February 27, 2015 10:22 AM To: 'ssbn654@optonline.net' Cc: sslawnc@aol.com Subject: Soundside Photometric Plan Attachments: soundsidephotometric_20150227101007.pdf Good morning Brett, Attached, please find the photometric plan submitted for Soundside Landscaping.There are some footcandle values that exceed the maximum of 5.0 and some values at the property line that exceed 0.1. 1 have marked the plan to show you what needs to be revised in order to be Code compliant. Please send me a scanned copy of the revised photometric plan so I can take a look and make sure no more revisions would be required before you print the actual submission.A minimum of two (2) photometric plans(no smaller than 11x17) will be required for final determination. Please give me a call if you have any questions. Brian Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings@town.southold.ny.us 1 MAILING ADDRESS: PLANNING BOARD MEMBERS ��®F Sf7Ur�oP.O. Box 1179 DONALD J.WILCENSKI Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY • COQ 54375 State Route 25 JAMES H.RICH III o�� e` (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COU NT�,� Southold,NY Telephone: 631 765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 10, 2015 Mr. Gerard Orientale P.O. Box 770 Southold, NY 11971 Re: Close Hearing - Proposed Site Plan for Soundside Landscape, Inc. 67575 NYS Rt. 25, ±275' s/w/o Albertson La. and NYS Rt. 25, Greenport SCTM#1000-52-5-58.3 Zoning District: LI — Light Industrial Dear Mr. Orientale: A Public Hearing was held by the Southold Town Planning Board on Monday, February 9, 2015 regarding the above-referenced Site Plan. The public hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman #12064 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 29th day of January, 2015. Principal Clerk Sworn to before me this day of Z15. V.AL'N EC ;•,, "' "xp.�"CCtEit�'.tl�'pCSI1�IC�i!al�li4 fid':.' Cx1?EGt1'that C RISTINA VOLINSKI sof the?"a�+n,of•Souih_o�i�:a jpiTlicti�ac"��, NOTARY PUBLIC-STATE OF NEW YORK �r:ux wilt. hcld`tey.the SQ�ztltdid.TAwzl No. 01V06105050 ' 3 ug..9 Ha4,' Qualified In Suffolk County 3ti? dipSoie#hirlr;l+?e Xc�rk oti„th- ;ft-1 _°filet :o<JE Itrii r '2Qi5oi "twi wrest an 4f My Commission Expires February 26, 2016 Soo -f 'Lariii E;'In v;locate l_^:-at s 6 575.'Roiuto"'25;<4-27� s7tvlq:Ailiextsiiri C"Ousity of;�aistfiilk;St fe` kew,Yq-TC;St t"'Ik,Gtiitritp'T� R9ap .•}�:�BY':CSItT?�i2-�,51~�'f�E S+(1t71�'EC�'3I;U''� ap '.r' �3d ';17sinatd;"J,';tuit�tiSkr .A JT r p . r OFFICE LOCATION: �®f S® y® MAILING ADDRESS: Town Hall Annex �® �® P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY 11971 ® a� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD ��► L� �,�..r, ,n MEMORANDUM ! EC E � V E FEB 1 3 2015 Southold Town To: Donald Wilcenski, Chair Planning Board Town of Southold Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: February 13, 2014 Re: LWRP Coastal Consistency Review for Amended Site Plan for Soundside Landscaping, Inc. SCTM# 1000-52.-5-58.3 This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial.building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. 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 and the records available to me, the proposed action is CONSISTENT with the LWRP. This recommendation is based on the following: The lot is located within the Light Industrial (LI) zone in Greenport. To the north south, west and east (across SR 25) the properties are improved and zoned LI. The purpose of the LI zoning district is "to provide an opportunity for business and industrial uses on,smaller lots than would ,be appropriate for the LIO Light Industrial ParWPlanned Office Park District." The proposed use does not conflict with the purpose of the zoning district or the character of the community. The parcel is included within the archeo-sensitive area mapped area (MAPINFO GIS-Archeo- sensitive layer) however, a cultural resource survey is not recommended due to past disturbance of property soils (see figure 1). There are no properties listed on the National Register of Historic Places within the vicinity of the parcel. x ­: 41 fee Jrl af '•x,p777 Olt _ R' 4 Figure 1. Light industrial use on the parcel (2007). New York State Route 25 (SR 25) is a New York State Scenic Byway. A 25' wide vegetated, buffer zone is proposed adjacent to SR 25 coupled with a 6' high chain link fence with privacy slats and street trees to provide screening for the property It is recommended that native, drought-tolerant plants are used in landscaping. 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 CHIEF WAYDE MANWARING rr (631)477-9801 STATION 1 1STASST CHIEF HARRY BREESE (631)477-8261 -STATION 2 2ND ASST.CHIEF WAYDE MILLER (631)477-1943-CHIEFS OFFICE (631)477-4012-FAX CHAPLAIN C.KIJMJIAN THIRD STREET•P.O.BOX 58 TREAS/SECRETARY J.KALIN GREENPORT,NY 11944 Email:gfdfire@optonline.net www.greenportfd.org Organized 1845 L , A q T y� Pb t ,1 �l m-l s"J L February 5, 2015 FEB ® 9 2015 Brian Cummings Southold Town Planning Board Planner ; Town of Southold P.O. Box 1179 Southold,N.Y. 11971 i Re: Soundside Landscaping 67975 NYS Rt. 25 ±275's/w/o Albertson Lane and NYS Rt._25,-Greenport SCTM#1000-52.-5-58.3 Zoning District: Light Industrial (LI) Dear]&.Cummings: Please Ible advised that'I have reviewed the site plan and building specifications for the above referenced property submitted by your office. After my review,-I see no problem with Soundside Landscaping construction requests. Furthermore, I see,.no hindrances with the proposed construction should emergency fire related situations arise. I feel that any necessary equipment and apparatus will be able to safely maneuver should our services be warranted. If you need to speak to me regarding'this matter please don't hesitate to contact me via cell phone (631) 831-0985. Thank you for the opportunity to review the plans and building ' specifications for this project and to offer comments. Respectfully,, Harry R. Breese II Chief Engineer Greenport Fire Department NEWYORK STATE OF OL-partment ORTUNITY. TranspartaU0n ANDREW M. CUOMO JOAN McDONALD JOSEPH BROWN Governor Commissioner Regional Director S�tSlo February 5, 2015 Pkv, t�.�-C`p�� D ECNV [ l Mr. Brian Cummings FffPlanning 015 Planner Town of Southold n P.O. Box 1179 rd Southold, NY 11971 Your January 29, 2015 Submission Soundside Landscaping NY 25, Greenport SCTM # 1000-05200-0500-058003 Our Case 15-47945 Dear Mr. Cummings: This is to acknowledge receipt of the Town's submission for the above project application. In order for the applicant to work within the right of way of NY 25 a NYSDOT Highway Work Permit will be required. At this time we do not have any comments concerning he Change of Zone request; however, the application is incomplete. As a part of Governor Cuomo's Lean NY initiative, the New York State Department of Transportation is undertaking a number of Lean process review projects, including a review of the Highway Work Permit process for commercial driveway permits. As a result of this review, and after a series of customer interviews with developers, consulting engineers, and other frequent commercial permit applicants, a structured process has been developed that is expected to provide a more consistent experience for permit applicants across all eleven regions. This new process will provide clearer guidance on what information is required at each stage of the process, coupled with technical guidance and direction on what elements need to be included in plan submissions. The Department is currently running a beta test of the new process in select regions, including Region 3 (Syracuse), Region 8 (Poughkeepsie), and Region 10 (Hauppauge). An applicant in one of these three regions should submit plans using the new PERM 33- COM form, which combines a three-stage application with an interactive checklist. The PERM 33-COM will replace use of the standard PERM 33 application for commercial work permit applications. The PERM 33-COM provides assistance in determining what studies, if any, may be required, provides direction to standard details, and clearly outlines what is to be shown on the applicant's plan submission. It is expected that with the use of this document, packages will be more complete, and review time will ultimately be reduced: Mr.Brian Cummings Februar; 5,2015 - ! Page 2 of 2 The applicant can access the PERM 33-COM at www.dot.ny.gov/permits-beta when it becornes available. The process is comprised of three stages; an Initial Proposal Review, a Design Review, and a Final Submission. The PERM 33-COM will indicate the information required and provide guidance at each stage of submission. Any new project should be initiated by completing Stage 1 of the PERM 33-COM (pages 3-6) and submission of the applicant's preliminary plans. A meeting is offered in the first stage, and can be scheduled after receipt of the applicant's complete, initial submission. Please; note, that as this is a beta test, some elements of the process may be modified prior to full statewide rollout of the process. In the meantime, please feel free to provide feedback on the process and the new form. You or the applicant may email comments and feedback to our contact person at Melik.Tariga-dot.ny.gov and ask that you include HWP Program Manager Anthony Ilacqua at Anthony.ilacguaa-dot.ny.gov as well. We greatly appreciate your participation in the test of this new process, as we work to upgrade the experience and improve our service to applicants. Mr. Mark Wolfgang is coordinating review of the subject material. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. , Please send all correspondence to his attention at the above address. In all future correspondence, please: refer to the subject Case Number and the County tax map number. Thank you for your cooperation concerning this matter. Very truly yours, f HAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold Mr. Gerard Orientale, P.O. Box 770, Southold, NY 11071 SAS:M DW:rq (� li� ;E�STAT', E OF OPPRTUNITY. Transports on ANDREW M. CUOMO JOAN McDONALD JOSEPH BROWN Governor Commissioner Regional Director February 5, 2015 Qbl"-L4, -' D � C � � � C Mr. Brian Cummings FEB 0 9 2015 Planner Town of Southold Southold Town P.O. Box 1179 Planning Board Southold, NY 11971 Your January 29, 2015 Submission Soundside Landscaping NY 25, Greenport SCTM # 1000-05200-0500-058003 Our Case 15-47945 Dear Mr. Cummings: This is to acknowledge receipt of the Town's submission for the above project application. In order for the applicant to work within the right of way of NY 25 a NYSDOT Highway Work Permit will be required. At this time we do not have any comments concerning he Change of Zone request; however, the application is incomplete. As a part of Governor Cuomo's Lean NY initiative, the New York State Department of Transportation is undertaking a number of Lean process review projects, including a review of the Highway Work Permit process for commercial driveway permits. As a result of this review, and after a series of customer interviews with developers, consulting engineers, and other frequent commercial permit applicants, a structured process has been developed that is expected to provide a more consistent experience for permit applicants across all eleven regions. This new process will provide clearer guidance on what information is required at each stage of the process, coupled with technical guidance and direction on what elements need to be included in plan submissions. The Department is currently running a beta test of the new process in select regions, including Region 3 (Syracuse), Region 8 (Poughkeepsie), and Region 10 (Hauppauge). An applicant in one of these three regions should submit plans using the new PERM 33- COM form, which combines a three-stage application with an interactive checklist. The PERM 33-COM will replace use of the standard PERM 33 application for commercial work permit applications. The PERM 33-COM provides assistance in determining what studies, if any, may be required, provides direction to standard details, and clearly outlines what is to be shown on the applicant's plan submission. It is expected that with the use of this document, packages will be more complete, and review time will ultimately be reduced: Mr.Brian Cummings February 5,2015 Page 2 of 2 The applicant can access the PERM 33-COM at www.dot.ny.gov/permits-beta when it becomes available. The process is comprised of three stages; an Initial Proposal Review, a Design Review, and a Final Submission. The PERM 33-COM will indicate the information required and provide guidance at each stage of submission. Any new project should be initiated by completing Stage 1 of the PERM 33-COM (pages 3-6) and submission of the applicant's preliminary plans. A meeting is offered in the first stage, and can be scheduled after receipt of the applicant's complete, initial submission. _Please note, that as this is a beta test, some elements of the process may be modified prior to full statewide rollout of the process. In the meantime, please feel free to provide feedback on the process and the new form. You or the applicant may email comments and feedback to our contact person at Melik.TarigQ_dot.ny.gov and ask that you include HWP Program Manager Anthony Ilacqua at Anthony.ilacgua(a-dot.ny.gov as well. We greatly appreciate your participation in the test of this new process, as we work to upgrade the experience and improve our service to applicants. Mr. Mark Wolfgang is coordinating review of the subject material. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention at the above address. In all future correspondence, please refer to the subject Case Number and the County tax map number. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Vincent M. Orlando, Superintendent of Highways, Town of Southold Mr. Donald Wilcenski, Planning Board Chairperson, Town of Southold Mr. Gerard Orientale, P.O. Box 770, Southold, NY 11071 SAS:M DW:rq ' A Cummings, Brian A. From: Fisher, Robert Sent: Tuesday, February 03, 2015 11:48 AM To: Cummings, Brian A. Cc: Doherty,Peter s -� Subject: Southside Landscaping 52-5-58.3 i D �J i 6 I Follow Up Flag: Follow up FEB ® 6 2015 Flag Status: Flagged .."._ Southold Town Categories: Red Category Planning Board Brian I have reviewed the site plan for Southside Landscaping and have only 1 request in addition to the site plan details which I have no reservations. Require that the address numbers be on both sides of the roadside pillar so the numbers are visible from both directions and that the numerals be a minimum of 4 inches high with .5 inch stroke width. (Fire 505.1) Thanks Bob Robert Fisher Fire Marshall robert.fisher@town.southold.nv.us (631) 765-1802 office (631) 786-9180 cell CONFIDENTIALITY NOTICE:This communication with its contents may contain confidential and/or legally privileged information.It is solely for the use of the intended recipient(s).Unauthorized interception,review,use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act.If you are not the intended recipient,please contact the sender and destroy all copies of the communication 1 � P FFEB62015 AFFIDAVIT OF POSTING Southold Town Planning Board 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 seven days prior to the date of the public hearing on rq — — 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 whic abuts and every p o erty which is across on e�l°iln l L Gl L(L B Your Name (print) Signature Address Date Notary Public LINDA S. CARLSON Notary Public, State of New York No.01 CA6137178 Qualified in Suffolk County Commission Expires Nov. 14, 20 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 2/6/15 Re: Proposed Site Plan for Soundside Landscape, Inc. SCTM#s: 1000-52-5-58.3 Date of Public Hearing: Monday, February 9, 2015, 4:31 p.m. b D • • • • • • ■ Complete items 1,2,and 3.Also completeN ighature item 4 if Restricted Delivery is desired. � V�c`� �� ❑Agent ■ Print your name and address on the reverse X�► —~` —� Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 17 0 Yes 1. Article Addressed to:�n/� If YES,enter delivery address below: 0 No V 3. Service Type 0 Certified Mail® 0 Priority Mail Express'" ('Z e—V7 90 0 Registered, ❑Return Receipt for Merchandise r' 0 Insured Mail 0 Collect on Delivery I l`�L 0 4. Restricted Delivery?(Extra Fee) O Yes 2. Article Number 7 010 1060 0001 1572 1345 (transfer from service label) PS Form 3811,July 2013 Domestic Return Receipt ----- -- -- -------------- -- ------- - -- -- -- --- - - 1 1 SENDER:COON eMPLETE THIS SECTION ON 0 ■ Complete items 1,2,and 3.Also complete A. Signature f item 4 if Restricted Delivery is desired. ,��19� 1 "99`ent ■ Print your name and address on the reverse /'il/Y%/teles J J� , Addressee so that we can return the card to you. B."Received by(Printed Name) /•.} C. Date elNery ■ Attach this card to the back of the mailpiece, ® `L or on the front if space permits. _ D. Is delivery address different fr 4t m 19' Yes 1. Article Addressed to: If YES,enter delivery address el •��'1-1 No f 3. 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I1 1:3 Street,Apt No.; �� �� 7a� Sent To � or PO Box No �:JC! - - Q n' r` City State,Z-- -- - ' — )�� J Citi t '3 C) L�Ct I Street,Apt No.; G +�ft771 ►7 or PO Box No. � /�Jy��y�, ei f(� f I 7 J --------------------------------- E3 `a Total Postage&Fees $ $6.49 02/03/2015 a Sent To o Total Postage&Fees $ $6.49 02/03/2015 , r __� � ------------------------------- Sent To r-1 Street,Apt.No.; p t p C- Sr� L-fV or PO Box No" IAri = --------------- Street,Apt No; _ �) City,State,Z� � or PO Box No. !l5 w, >> � -------------------- -- City,State,ZIP+4 ---�-- - ��---�- -- -�-- --"" fk3I u :o° 4 AGig[TE�fl • fe feiAPC�� ` ��1L.9Lj --_GflG1�Gli :eo eo_ Q3�L',' 'fCQ OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex �fjF SO(/Ty P.O.Box 1179 54375 State Route 25 �0� ��� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtow-xmy.gov �yCou ,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planne Date: January 29, 2015 Re: Request for Review and Comments on Soundside Landscaping 67975 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM#1000-52.-5-58.3 Zoning District: Light Industrial (LI) The Planning Board refers this Site Plan Application to your committee for review and comments. This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. Thank you. Encls.: Site Plan Application and Site Plan Elevations MAILING ADDRESS: PLANNING BOARD MEMBERS QF so�jy P.O.Box 1179 DONALD J.WILCENSKI ��� Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS cn Town Hall Annex PIERCE RAFFERTY �Q 54375 State Route 25 JAMES H.RICH III Q (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �'YCOU � 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, Planne� Date: January 29, 2015 Re: Request for Review and Comments on Soundside Landscaping 67975 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM#1000-52.-5-58.3 Zoning District: Light Industrial (LI) The Planning Board refers this Site Plan Application to you for your information, comments, review, and certification, if applicable. This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. Encls.: Site Plan Application and Site Plan Elevations MAILING ADDRESS: PLANNING BOARD MEMBERS �QF SUUTP.O.Box 1179 DONALD J.WILCENSKI h0�v Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS cn Town Hall Annex PIERCE RAFFERTY �O� 54375 State Route 25 JAMES H.RICH III ��� ` (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR 4OUNT1,� Southold,NY Telephone: 631 765-1936 www.s o uthol dt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM i To: Robert Fisher, Fire Marshall Peter Doherty, Code Enforcement Officer From: Brian Cummings, Planne� Date: January 29, 2015 Re: Request for Review and Comments on Soundside Landscaping 67975 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM#1000-52.-5-58.3 Zoning District: Light Industrial (LI) The Planning Board refers this Site Plan Application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. To View in Laser Fiche:Planning Dept.;Applications;Site Plans;Pending; 1000-52-5-58.3 MAILING ADDRESS: PLANNING BOARD MEMBERS OF soyo Southold,P.O.OBox 1179 11971 DONALD J.WILCENSKI �Q l� Chair OFFICE LOCATION: WILLIAM J.CREMERS va Town Hall Annex PIERCE RAFFERTY S �Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR l�`'�U �. Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner Date: January 29, 2015 Re: Site Plan for Soundside Landscaping Application Name: Soundside Landscaping Tax Map Number: 1000-52-5-58.3 Location: 67975 NYS Rt. 25, ±275' s/w/o Albertson Ln. & NYS Rt. 25, Greenport Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: 10/31/14; 12/3/14 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Proiect Description: This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS ��0f SOUryo Southold,,ox 1179 11971 DONALD J.WILCENSKI ,`O l� Chair OFFICE LOCATION: WILLIAM J.CREMERS c/a Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III D�y (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR L'QU `► Southold,NY Telephone: 631 765-1938 www.southolcltowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 29, 2015 Chief Greenport Fire Department P.O. Box 58 Greenport, NY 11944 Re: Request for review on: Soundside Landscaping 67975 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM#1000-52.-5-58.3 Zoning District: Light Industrial (LI) Dear Chief: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan Building Specifications MAILING ADDRESS: PLANNING BOARD MEMBERS SOF SUUry P.O. Box 1179 DONALD J.WILCENSKI �Q� Olo Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS cn Town Hall Annex PIERCE RAFFERTY �QQ 54375 State Route 25 JAMES H.RICH III ���, w` (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COUNTY, Southold, NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: January 29, 2015 Re: Request for Review and Comments on Soundside Landscaping 67975 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM#1000-52.-5-58.3 Zoning District: Light Industrial (LI) The Planning Board refers this Site Plan Application to you for your information, comments, review, and any violations on record, if applicable. The file is available for your convenience. This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. To View in laser Fiche: Planning Dept.;Applications;Site Plans;Pending; 1000-52-5-58.3 MAILING ADDRESS: PLANNINGBOARDO D MEMBERS hJ.WILCENSKIO��oF SOUTyOlO Southold,Box NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS cn Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH IIIOl� 1 (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �'QUItl l,e� Southold,NY Telephone: 631 765-1938 www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 29, 2015 Mr. Mark Wolfgang NYS Department of Transportation 250 Veterans Memorial Highway Hauppauge, NY 11788 Re: Comments on the Proposed Site Plan for Soundside Landscaping 67975 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM#1000-52.-5-58.3 Zoning District: Light Industrial (LI) Dear Mr. Wolfgang: The following Site Plan is being referred to you for comments: This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. If there are any questions, you can contact us at (631)765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Brian Cummings V Planner Enc. Site Plan Site Plan Application Environmental Assessment Form MAILING ADDRESS: PLANNING BOARD MEMBERS ��rif soyo Southold,Box 1179 1 971 DONALD J.WILCENSKI ,`O l� Chair OFFICE LOCATION: WILLIAM J.CREMERS cn Town Hall Annex PIERCE RAFFERTY yQ@ 54375 State Route 25 JAMES H.RICH III ���, (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �'QUNryS� Southold,NY Telephone: 631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner Date: January 29, 2015 RE: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Page Two January 29, 2015 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Project Name: Soundside Landscaping Address: 67975 NYS Rt. 25, Greenport Tax Map #: 1000-52-5-58.3 Requested Action: This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. SEQRA Classification: ( ) Type I (X) Type II ( ) Unlisted Contact Person: Brian Cummings (631)765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 MAILING ADDRESS: PLANNING BOARD MEMBERS ��0f SDUjjfiO Southold,.O.Box 1179 11971 DONALD J.WILCENSKI h� l® Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY @ 54375 State Route 25 JAMES H.RICH (cor.MS MARTIN H.SIDOR COU '� � ou Youngs Ave.) hold, NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planneir.,7� Date: January 29, 2015 Re: Proposed Site Plan for Soundside Landscaping 67975 NYS Rt. 25, ±275' s/w/o Albertson Ln & NYS Rt. 25, Greenport SCTM#1000-52.-5-58.3 Zoning District: Light Industrial (LI) The Planning Board refers this Site Plan Application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. To View in Laser Fiche:Planning Dept.;Applications;Site Plans;Pending; 1000-52-5-58.3 wdJ� C � C� Submission Without a Cover Letter p1Eo8 Ouluueld uMoI p1043nog Sender: �C��i �� �.��+� SIOZ Nbf Subject: SCTM#: 1000 - S 2- 057 Date: bC Comments: s PLA-4c=> D C Mfllv/ 1_c Submission Without a Cover Letter JAN I � 20 1 Southold Town u ,.J Planning Board Sender: � � M, _ Subject: SCTM#: 1000 - D Date: Vlis�/5 Comments: - I MAILING ADDRESS: 1179 PLANNING BOARD MEMBERS k rjf SOU�y� So P.O. h ld,oNY 1 971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY • SOC 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR I�COU ,� Southold,NY Telephone: 631 765-1938 www.southoldtownny.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 9th day of February, 2015 on the question of the following: 4:31 p.m. Proposed Site Plan for Soundside Landscape, Inc. located at 67575 Route 25, ±275' s/w/o Albertson Lane & NYS Route 25, Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-52-5-58.3 Dated: 1/14/15 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, JANUARY 29, 2015 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Kalin, Carol From: Cerria Torres <ctorres@timesreview.com> Sent: Wednesday,January 14, 2015 8:39 AM To: Kalin, Carol Subject: Re: Legal Ad for 1/29/15 Suffolk Times Edition This notice has been scheduled to publish in the Suffolk Times on 1/29/15. Thank you TIMES REVIEW IV MEDIA GROUP Cerria Torres Display Ad Coordinator 631.354.8011 (D) ctorres .timesreview.com legals(a)-timesreview.com www.timesreview.com From:<Kalin>, Carol <Carol.Kalin@town.southold.ny.us> Date:Wednesday,January 14,2015 8:42 AM To:Times Review<legals@timesreview.com> Subject: Legal Ad for 1/29/15 Suffolk Times Edition Please print the attached legal ad for the February 9, 2015 Planning Board Public Hearing regarding the Site Plan for Soundside Landscape, Inc. in the January 29, 2015 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 MAILING ADDRESS: PLANNING BOARD MEMBERS �OQF S0(/Ty®O P.O. Box 1179 DONALD J.WILCENSKI lSouthold,NY 11971 Chau OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III Ql (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR y00t1NT`1,� Southold,NY Telephone: 631 765-1938 www.southoldtownny.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 9th day of February, 2015 on the question of the following: 4:31 p.m. Proposed Site Plan for Soundside Landscape, Inc. located at 67575 Route 25, ±275' s/w/o Albertson Lane & NYS Route 25, Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-52-5-58.3 Dated: 1/14/15 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman i 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 14th day of January, 2015 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 2/9/15 Public Meeting: 4:31 p.m. Public Hearing for the proposed Site Plan for Soundside Landscape, Inc., SCTM#1000-52-5-58.3 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this 0-day6jaukym. V�- > L Notary Pu is MELANIE DOROSKI NOTARY PUBLIC,State of New York No.01D04634870 Qualified in Suffolk County Commission Expires September 30, AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Soundside Landscape, Inc. Address: P.O. Box 770, Southold, NY 11971 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: Construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .99 acres. Property Location (road and tax map #): 67575 Route 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport; SCTM#1000-52-5-58.3 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the Agricultural District containing active farm operations located 500 feet of the boundary of the proposed project: 1. SCTM#1000-52-5-59.19: Christian Baiz III, P.O. Box 726, Southold, NY 11971 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date MAILING ADDRESS: PLANNING BOARD MEMBERS ``�OF SU(/jP.O. Box 1179 DONALD J.WILCENSHI �QV' Old Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS us Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III 0��, �a (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Irou r(� Southold,NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 13, 2015 Mr. Gerard Orientale P.O. Box 770 Southold, NY 11971 Re: Proposed Site Plan for: Soundside Landscaping 67595 NYS Rt. 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport SCTM#1000-52-5-58.3 Dear Mr. Orientale: The Planning Board formally accepted the above-referenced Site Plan for review, with revisions, at the January 12, 2015 Work Session. Before the Board can commence a full review, it is necessary to provide the following: 1. Provide a larger print of the Photometric Plan pursuant to §172 of the Town Code for all proposed exterior light fixtures. 2. Revise the Site Plan to include the following: a. NYS stamp, seal and signature of the NYS licensed professional preparing the Site Plan. b. Revise the parking calculations and/or the Site Plan so that the number of proposed stalls is consistent. Adjust the total number of"stalls provided" accordingly. c. Provide a color rendering of the proposed main sign. d. Provide Code compliant lighting of the main sign. The sign must be lit from above, downward facing fixtures. e. Revise the information included in the "Lot Coverage" section on the Site Plan to provide the correct lot size. The plan shows a lot size of 1.07acres which is incorrect for the 40,659 sq. ft. parcel (±0.93acres). Soundside Landscape, ___. Page 12 January 13, 2015 Once the information listed above has been submitted to this department, 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. Very truly yours, Brian A. Cummings Planner MAILING ADDRESS: PLANNING BOARD MEMBERS �QF soUry P.O.Box 1179 DONALD J.WILCENSKI �Q� DSO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex G PIERCE RAFFERTY • 54375 State Route 25 � � JAMES H.RICH IIIO (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR CQUSouthold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 13, 2015 Mr. Gerard Orientale P.O. Box 770 Southold, NY 11971 Re: Set Hearing - Proposed Site Plan for Soundside Landscape, Inc. 67575 NYS Rt. 25, ±275' s/w/o Albertson La. and NYS Rt. 25, Greenport SCTM#1000-52-5-58.3 Zoning District: LI — Light Industrial Dear Mr. Orientale: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, January 12, 2015: WHEREAS, this Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .99 acres in the Light Industrial Zoning District, Greenport; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, February 9, 2015 at 4:31 p.m. for a Public Hearing regarding the Site Plan entitled "Soundside Landscaping Inc.", prepared by DAK Associates, LLC, dated October 31, 2014 and last revised December 3, 2014. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green return receipt cards before 12.00 noon on Friday, February 6th. 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. W�censki Chairman Encls. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-52-5-58.3; 3. That the property which is the subject of this application is located in the LI Zoning District; 4. That the application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .99 acres. The property is located at 67575 Route 25, ±275' s/w/o Albertson Lane and NYS Rt. 25', Greenport; 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: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: Carol.Kalin(a-)_town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday, February 9, 2015 at 4:31 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: Soundside Landscape, Inc. Date: 1/14/15 I 1 Notice to Adjacent Property Ow's� rs Soundside Landscaping 67595 NYS Rt. 25 Greenport, NY SCTM#1000-52.-5-58.3 1. 52.-5-58.1 2. 52.-5-58.2 3. 52.-5-59.5 4. 53.-2-20 5. 53.-2-27.2 Revisior13 - 11'12-96 v MATCH SEE SEC.NO 045 1 ^ e 06-18-97 -—————L_— 03-16-00 j h� '� ,y N 340.902 04-12-01 N 310,982 / Q• SEE SEC.NO 045 08-13-01 10-22-01 MATCH _ UNE _ 04-10-02 / 10.2,,-02 a 1 7A(7 -c) °a •— SEE SEC NO. 8FOR PCL NO. —�^� 01-13-03 / TOWN OF .v 045-05-004 10-07-03 / 3•, S SOUTHOLD 04-0605 7 �D 06-22-05 8IA -SO 'a' < FOR PARCEL NO 05-26-06 �" / .'�2 g 3 7 SAW " SEE SOSOoi 9 O q/ 07-06-06 a /a, I ^ O % 6A(c) �•//((/ 01-03-07 COUNTY//OF SUFFOLK 62 02-01-08 TOWN OF SOUTHOLD ' 14 104A d t 07-17-08 / +'I TOWN OF SOUTHOLD ~•f ^ WN O9-2S08 ^SOUTHOOLD 09-30-08 05-12-11 , '°rt •a Fas �y 3 4' •�' 8L , 09-14-12 x 1 r,eu, ss N $. 178 7 10.12-,2 3 F�+/f 63 O 9 m I 88A(c) �S '�� ¢ TOWN OF n n 10-2612 / '�f1B�1 3 a �. 732A(c) IL I SOUTHOLD • I(t IVV/ i( 11-09"12 / ,b'1�'�' COUNTY OF SUFFOLK I r1A10Ef8`'"�ar o 01-2613 S 4 1 06-14-13 r 10 a /\ 02-10-14 /f0 S $ CO32A(6) 6 25A(c) n4 8 yK y' a 1"'\V/../1 02-25-14 � E OUNTY O Al mn ° ,q- 13.3 14 9 �m ,� 1 �• 60a 51 2 Z 5 r Ier a 8 . 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AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Soundside Landscape, Inc. Address: P.O. Box 770, Southold, NY 11971 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: Construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .99 acres. Property Location (road and tax map ft 67575 Route 25, ±275' s/w/o Albertson Lane and NYS Rt. 25, Greenport; SCTM#1000-52-5-58.3 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the Agricultural District containing active farm operations located 500 feet of the boundary of the proposed project: 1. SCTM#1000-52-5-59.19: Christian Baiz III, P.O. Box 726, Southold, NY 11971 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date 7 } ' 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 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., 2/6/15_ 5 Re: Proposed Site Plan for Soundside Landscape, Inc. SCTM#s: 1000-52-5-58.3 Date of Public Hearing: Monday, February 9, 2015, 4:31 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 hbaring 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 Southold Town Planning Board Work Session –January -12, 2015 - Page 3 ' Project Name: Soundside Landscape, Inc. SCTM#: 1000-52-5-58.3 - -- -- -- – ------ - - --------- ------------ - Location:_ 67575 Route 25, ±275' s/w/o Albertson Lane & NYS Rt. 25, Greenport Description: This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on _^.99 acres in the Light Industrial Zoning District_ Status: ; New Application Action: _ — Review for completeness_ _ Attachments: Staff.Report _ Project Name_ _ Berry & Berry, LLC_ _ ; SCTM#: 1000-75-5-13 Location: 41535 Route 25, Peconic Description: E This proposed Site Plan Application is to convert an existing dwelling to a' business office and construct a 64' x 40' (2,560 sq. ft.) four bay garage with office above on 20,419 sq. ft. (0.47 acres) in the General Business (B) Zoning District_ Status: New Application Action: Review for completeness. Attachments: Staff Report ; Sob- Submission Without a Cover Letter Sender: C-plold Ca4O 1 Q D v ,/qN 1�� ( Subject: `��t LTr4SC S �� p�ann�9BT0w� SCTM#: 1000 - 5a a - S— S-3-. 3 Date: j/,a/�b Comments: NY 018--Quitclaim Deed-Individual or Corporation.(single sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS.INDENTURE,made the day of September,Two Thousand Fourteen BETWEEN RATSO, LLC, whose address is 413 Wiggins Street,Greenport,New York 11944, party of the first part, and WOUNDED KNEE PROPERTIES,INC.,whose address is 3120 Albertson Lane,Greenport, New York 11944,residing at, party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part,does hereby remise,release and quitclaim unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, dings animprovements eon ALL that certain plot, piece or aaz�shamomoquel of land, lt Tohwn oflSoutho da County of Suffolk,rand erected, situate, lying and being State of New York,bounded and described as follows: BEGINNING at a point on the noerly line of northerlyain line ofoad Main RoadYS oute 25)(NYS Routen2)band the 0.0 et westerly from the intersection of northeasterly line of Albertson Lane; RUNNING THENCE North 63 degrees 05 minutes West, 184.03 feet; THENCE South 02 degrees 35 minutes 30 seconds West,45.00 feet; THENCE South 26 degrees 16 minutes East, 173.76 feet to land now or formerly of Cassidy; THENCE along said land now or formerly of Cassidy, South 31 degrees 43 minutes 20 seconds East,209.70 feet to the northerly line of Main Road(NYS Route 25); THENCE along said northerly line of Main Road (NYS Route 25) on,an arc to the right having a radius of 2896.79 feet a distance of 324.37 feet to the point or place ofB,EGINNING- Excluding so much of the above-described property which was heretofore condemned by the State of New York in 2007 lying between the subject parcel and New Yo{ S,ate Route 25. 1 V 1 t TOGETHER with all right, title and interest, if any, of the party of the first part of, in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party" shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN.PRESENCE OF: RATSO, - B r OLIN RATSEY, anaging ber I STATE OF NEW YORK) ) ss.: COUNTY OF SUFFOLK) On the ;Wlday of September, 2014, before me, the undersigned, personally appeared Colin Ratsey, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose names)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. Notary Public WILLIAM H. PRICE,JR, Notary Public,Slate of New York No.464-4944, Suffolk Cou111Y Term Expires r9hnvar 2. Lg Y 3, <n ALAILITNG ADDRESS: PLANNING BOARDMEMBERS OOf SOUlyOI u iANY Bo119 DONALD J.�CSo71 Chair 411 OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY p� 54375 State Route 25 JAMES H.RICH MARTIN H.IDOR ij'COUI,�'� � (cor.Main South d,NY Youngs Ave.) �Y Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Chair Members of the Planning Board Date: January 8, 2014 Re: Request for Comments for Sound Side Landscaping SCTM#1000-52.-5-58.3 ZBA#6822 The Planning Board has reviewed the proposal to construct a commercial building for a landscape contractor's yard with a t59'front yard setback(100' or avg. of adjacent required) and a t21' rear yard setback (70' required). The Planning Board is requesting that the application be adjourned to allow for better site design that would comply with past Planning Board decisions. The subject lot was created in 1988 by the Planning Board in the Minor Subdivision of William Wickham which divided a 3.547 acre parcel into 3 lots. The lot is identified as lot 3 in the minor subdivision. As a condition of minor subdivision approval, the Planning Board required that a Covenant and Restrictions (Liber 10613 Page 75)be filed. Clause 8 of the Covenant and Restrictions concerns potential traffic impacts to State Route 25 (SR 25) and establishes the need to minimize curb cuts on SR 25 stating: 8. an ordat to r i.nixize the numbay of aec,asa paints on gain Road, and to insure that there will not be anY conflicts between the points of access that are created, consideration &hall be given to creating a plan indicating the place mut of access for lots 2 and 3 and the parking areas on these lots. Consi- deration shall also be given to establishing, through the creating of .easements, eoman use of access points and parking by these lots; that is, allons inO la vehicle to pass from a parking area on one lot to another parking area on a lot without the vehicle: having to reenter the road: and The Planning Board has'a concern regarding future impacts fru,.:`.raffic to SR 25 from these Light Industrial zoned parcels and would like to opportunity to mitigate potential traffic impacts and meet the intent of the covenant and restrictions, specifically Clause 8. The current configuration of the proposed buildings and parking areas would prevent the establishment of a future cross access easement to Albertson Lane. Therefore, the Planning Board is requesting that the public hearing be adjourned to allow the Planning Board to review the application in the site plan process and to potentially allow for compliance with the covenant and restrictions. A full copy of the covenant and restrictions is enclosed. Thank you for this opportunity to provide comments, and please feel free to call this office with any questions. Enc. Cc: Stephen Kiely, Assistant Town Attorney _ F4 9 ��"� Pis " ��� �D .` - • - - :. • - ' ~- ' � _fes- - : },_ • ;-.s,�, -. .�,w _. - - . • . , J ' TUB- a1101- Southold. N-Y. 11971 (516)-765-1938 f . . . June 7 r 1988 Bob Melrose 39 Robinson Road - +' Greenport., NY 11944 RE: Bob Melrose SCTM #p1000-52-5-58 Dear Mr. Melrose: Al The following action was taken by the Southold Town Planning Board on Monday, June 6, 1988. RESOLVED that the Southold Town Planning Board grant final r+. approval an this minor subdivision for 3. 10ts on 3.547+ acres I' located at Greenport. RESOLVED -that the Southold Town Planning Board authorize the Chairman to endorse the final surveys dated as amended March �.� If you have any questions, please do not hesitate to jc contact this office. RECEIVED BY scum,OIL 1011 Fuli"M8 Bvy, I Ma- DECLARATION OF COTENANTS AND RESTRICTIONS I DECLARATION made this ' day of May, 1988,- by JAMES IMELROSE, residing at 39 Robinson Road, Greenport, New York, hereinaf' called the "Owner" , WHEREAS, the "Owner" has title to certain land situate, ly. and being at Arshamomaque, Town of Southold, County of Suffolk and State of New York, said land hereinafter being more particularly described in Schedule "A" annexed hereto; and WHEREAS, it is the intention of the "Owner" to subdivide t: said premises into three (3) separate lots and the Suffolk County Planning Commission and the Southold Town Planning Board having cond. 'IST• tionally approved said minor subdivision on the condition that the 000 instant declaration be filed; ECT. 52. 00 NOW, THEREFORE, the "Owner" hereby declares that the subje I LOCK premises as described in Schedule "A" annexed hereto shall be held a• 5.00 conveyed subject to the following covenants and restrictions: ,OT 58 ,00q11. No lot shall be subdivided or its lot lines chancre . . i� CxOr 4 �• r A.� . 5. A short radius curve shall be provided at the corn of 'the intersection of Main Road and Albertson Lan .to facilitate turns at the corner and to enhance t streetscape; 6. No driveway or entrance road on Main Road and Albertson Lane shall be located within fifty (50) feet of the ends of the short radius curve connect the right-of-way, of Vain Road with the right-of-wa of Albertson Lane; i 7. All storm water runoff resulting from the developm and improvement of this subdivision or any of its lots shall be retained on the site by adequate dra s age structures so that it will not flow out onto t right-of-way of Main Road; B. In order to minimize the number of access points o Main Road and to insure that there will not be any conflicts between the points of access that are created, consideration shall be given to creating plan indicating the placement of access for Lots 2 and 3 and the parking areas on these lots. Consi- deration shall also be given to establishing, thro the creating of easements, common use of access points and parking by these Lots; that is, allowin I vehicle to pass from a parking area on one lot to another parking area on a lot without the vehicle having to reenter the road; and 9. Conditions 1-8, inclusive, shall be filed as coven ants and restrictions in the office of the County Clerk on or prior to the granting of approval to t subdivision. Southold Town F`ie,'ining Board Work Session —January 5, 2015 - Page-2- Project name: ; New Cingular Wireless at Orient by the Sea ; SCTM#:j 1000-15-9-8.1 Location: i 4020d--S-R-25, Orient F Description: This revised Site Plan is for the construction of a 70' monopole wireless I facility having internally mounted antennas at 67' and 57' for New Cingular Wireless along with related base equipment on a 400 s.f. area. E The site includes an existing restaurant and boat marina on 4.7 acres in ; the M-II Zoning District. Status__ Approved Pending Inspection Action: ; Review comments from Final Site Inspection. I Attachments: Staff Report Discussion: 1. Draft Planning Board Monthly Report for December 2014 2. Review comments to ZBA re: ❖ Soundside Landscape, Inc., SCTM#1000-52-5-58.3, 67575 Route 25, Greenport �v Submission Without a Cover Letter Sender: -- Subject: � �`� ��- - --� --- - — - ----- --- SCTM#: 1000 - Date: (Z�/rs-1 I Comments: DLC� E VE DEC 2014 Southold Town Planning Board t "M1 Office Location: ®��®F S®VPy®� Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) v, -Ahc P.O.Box 1179 Southold,NY 11971 • aSouthold,NY 11971-0959 Cowl, http://southoldtown.northfork.net BOARD OF APPEALS DCS TOWN OF SOUTHOLD D D �� Tel. (631) 765-1809 Fax(631)765-9064 Elf 1 22014 MEMO Saut��8 Piauni T°�vir aar� TO: Planninq Board FROM: Leslie K. Weisman, ZBA Chairperson DATE: December 2, 2014 SUBJECT: Request for Comments ZBA# 6822 Soundside Landscape Inc. The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, current map on file. Your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. APPLICANT TAX# ZBA# HEARING CODE DATE OF PREPARER ZONE DATE SECTION STAMPED OF SURVEY DIST SITE PLAN Soundside 1000-52- 6822 January Art XV October D.A.K. Landscape 5-58.3 8, 2015 Sec 280-63 & 31, 2014 Associates Inc. 64A James Deerkoski, P.E. Your comments are requested 1 week prior to hearing date. Thank you. Encls. r Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.01�1Sgtreet "Aim 9-D !!��Hamlet � l ejola)3 l0 k'� SCTM 1000 Section5ABlock 5 Lot(s) '3 Lot Size '+(),(D51 Zone L: DATED �� L51 '-��BASED ON Si�TRINVEATION OF THE TE PLAN DABUILDING INSPECTOR )/Owner(s): 50U O DS%'[�Ng L. r`SDSCAI'� ll��• C�EYVtYt O X21 E �qt > Mailing Address: F-0 . &X_ —7 Telephone: 1 (0 5` 5 4_1 I Fax: Email: NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: for( )Owner( )Other: Address: Telephone: Fax: Email: Ple a check to specify who you wish correspondence to be mailed to,from the above names: Applicant/Owner(s), O Authorized Representative, O Other Name/Address below: WHEREBY THE11ILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED q < l+ and DENIED AN APPLICATION DATED 5 114 FOR: 64'1guilding Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) -1 Article: -)CV Section: a gl`7 Subsection: 3 + 64 4 Type of Appeal. An Appeal is made for: (>47A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal ( has, has not been made at any time with respect to this property, UNDER Appeal No, , 0 015 Year(s). aObi . 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RECEIVED BY 59N.OLD 1001 pull"a BDraD Q , DgTE DECLARATION OF COVENANTS A17D RESTRICTIONS DECLARATION made this --?) day of May, 1988,-by JAMES MELROSE, residing at 39 Robinson Road, Greenport, New York, hereinafter called the "Owner", WHEREAS, the "Owner" has title to certain land situate, lying a and being at Arshamomaque, Town of Southold, County of Suffolk and State of New York, said land hereinafter being more particularly 1 described in Schedule "A" annexed hereto; and WHEREAS, it is the intention of the "Owner" to subdivide the said premises into three (3) separate lots and the Suffolk County Planning Commission and the Southold Town Planning Board having condi- 'IST• tionally approved said minor subdivision on the condition that the 000 instant declaration be filed; ECT. I 52.00 NOW, THEREFORE, the "Owner" hereby declares that the subject i LOCK premises as described in Schedule "A" annexed hereto shall be held and 5.00 .OT conveyed subject to the following covenants and restrictions: 58.00C 1. No lot shall be subdivided or its lot lines changed in any manner at any future date unless authorized by f the, Town of Southold Planning Board; 2_ Due to the minimum lot area requirement of the zoning Y. classification of this property being considerably less than the area of Lots 1, 2, and 3, each lot shall be made subject to a restriction that will prohibit future subdivision; I 3. All driveways on Main Road shall make an angle of at least 70° and preferably 90° with the state road; G ' C 4. Each lot having frontage on Main-Road shall have a turnaround provision, such as a T-shaped shunt, so that a vehicle leaving a lot will not have to back out into the traffic stream on the road; i ' • I P 78 5. A short radius curve shall be provided at the corner of the intersection of Main Road and Albertson Lane to facilitate turns at the -corner and to enhance the streetscape; 6. No driveway or entrance road on Main Road and Albertson Lane shall be located within fifty (50) feet of the ends of the short radius curve connecting the right-of-way, of Main Road with the right-of-way of Albertson Lane; 7. All storm water ,runoff resulting from the development ' and improvement of this subdivision or any of its lots shall be retained on the site by adequate drain- age structures so that it will not flow out onto the right-of-way of Main Road; 8. In order to minimize the number of access points on Main Road and to insure that there will not be any conflicts between the points of access that are created, consideration shall, be given to creating a plan indicating the placement of access for Lots 2 and 3 and the parking areas on these lots. Consi- deration shall also be given to establishing, through the creating of easements, common use of access points and parking by these lots; that is, allowing a vehicle to pass from a parking area on one lot to i I another parking area on a lot without the vehicle having to reenter the road; and a I 9. Conditions 1-8, inclusive, shall be filed as coven- ants and restrictions in the office of the County Clerk on or prior to the granting of approval to this subdivision. These covenants and restrictions can be modified only at the request of the then owner of the premises with S the approval of a majority plus one of the Town Board of the Town of Southold after a public hearing. Adjoining property owners shall be entitled to notice I of such public hearing but their consent to such modification shall not be required. 10. ' Local Law '#32-1980- The "Owner" represents and warrants that he has not offered or given any j gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing favor- able treatment with respect to the performance-of an agreement, and that such person has read and is familiar with the provisions of Local law #32-1D80. I a APPLICANT'S PROJECT DESCRIPTION APPLICANT: S0 0 ND'5l D0 L 1JDS' Y2 0 G-7 DATE PREPARED: 12L 1.For Demolition of Existing Building Areas Please describe areas being removed: I II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 40 X Wo Dimensions of new second floor: JJ 1> rt-oot2 Dimensions of floor above second level: ISO N j Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from j natural existing grade to first floor: i III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: { Number of Floors and General Characteristics BEFORE Alterations: I Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your propertyi VG/k�Y� ! Proposed increase of building coverage: 40 Q l L-p� ,�T G, � Square footage of your lot: . L- o Percentage of coverage of your lot by bui ding area: 0 V.Purpose of New Construction: S 2G -0 1 i VI.Please describe the land contours(flat,slope %,heavily wooded, marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): C UI Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area,to be altered with yard view. 4/2012 " J QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premiss listed on the real estate market for sale? Yes �No B. Are there any proposals to change or alter land contours? ZNo Yes please explain on attached sheet. l C. 1.)Are there areas that contain sand or wetland grasses? Q 2.)Are those areas shown on the survey submitted with this application? 3.)Is the property bulk headed between the wetlands area and the upland building area? N 0 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction? Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. 1 D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? n)0 Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? ./JO_If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. A H. Do you or any co-owner also own other land adjoining or close to this parcel? AJO If yes,please label the proximity of your lands on your survey. a I. Please list present use or operations conducted at this parcel \JAGA.kYV and the proposed use UP- L__Ah—J0D5CA-%9i5:7 Cr(Qk21 e h1.EAJ 7 —k— �-A�r�' � -S (ex:existing single family,proposed:same with garage,pool or other) I Authorized signs a and Date AGRICULTURAL DATA STATEMENT ` ZONING BOARD OF APPEALS M TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, siteplan approval,use variance,area variance or subdivision approval on property within an agricultural J district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: �y/J DS 173 C C-A JbS C4(ti!G7 IMC, 2. Address of Applicant: i 3. Name of Land Owner(if other than Applicant): i 4. Address of Land Owner: 5. Description of Proposed i Project: GoN S ,2- t CT r4- "J AW GYL-GA-t. 13�G-, tZ [1�,/�1J SCr°r►'h GDn1 i�tc�-�-sZs y✓-t,�c-� 6. Location of Property: (ro A Tax map y� number) (o G-7 TtJft f2J— o� — S 7. Is the parcel within 500 feet of a farm operation? {)rYes { }No 8. Is this parcel actively farmed? { } Yes KNo 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. I NAME and ADDRESS 5— 10 C R RAS I t Or P� 'Po (3vx "lam Soc,t—rttp� 2. 3. 4. 5.. 6. fi (Please use the back of this page if there are additional property owners) a i Signature of Applicanf Date i Note. 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the, j proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above, The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. ! i i 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -Project Information. 'The applicant or project sponsor is responsible for the completion of Part 1. Responses i become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to'the lead agency;attach additional pages as necessary to supplement any item. I Part 1 -Project and Sponsor Information r Name of Action or Project: '-D- LA-I-»,S CA-PiZ rS t=, Project Location(describe,and attach a location map): Brief Description of Proposed Action: ILA l7 SC Name of Applicant or Sponsor: Tolephone: —1 (11 Q ILLI N'tl/-fir_C - E-Mail: Address: i City/PO: State: Zip Code: a 1.Does the proposed action only involve the a legislative adoption of a plan,local law,ordinance, NO YES I administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? _0 acres b.Total acreage to be physically disturbed? acres -j-2–cro 5-'Cy 4__ c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? -04 acres r 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial XResidential(suburban) a ❑Forest Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page I of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? 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? k 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: I I I 10. Will the proposed action connect to an existing public/private water supply? NO YES I I If No,describe method for providing potable water: C f 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: f { 12. a.Does the site`contain a structure that is listed on either the State or National Register of Historic NO YES Places? i b.Is the proposed action located in an archeological sensitive area? i ' I 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? t If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: I 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ! ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑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? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size:' 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: 1 I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Date: /�- Signature:__ Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part l 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?" f • ,.,. No,or Moderate small to large ° impact impact i may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? I 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 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 proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? i 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? i 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 i No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact ; may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Ik - I I - I - I - I o Check this 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. o Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 APPLICANT/OWNER 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 : � (Last name,first name,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.) TYPE OF APPLICATION: (Check all that apply) Taz grievance Building Permit Variance V Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest. "Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. ! ' YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)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 that 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 non-corporate 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 `bQEC,.,day of / ,20) Signature Print Name , 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 effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the,Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# The Application has been submitted to(check appropriate response): Town Board Planning Dept. V Building Dept. Board of Trustees 0 I. 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 extent of action: i r , Location of action: �� s I(V1 �� C1 VL]✓E� (t�'7-" Site acreage: l"� Present land use: V OrCAN ►` 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 applicant: <�Oy O-DS 1l>1✓ I_IJ•D.SCPVPF1_ 1 �)C . (b) Mailing address: P QK) )( –7 CI (c) Telephone number:Area Code( ) 6 3(— –7 X05 5`f-i i (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No LJ if yes,which state or federal agency? 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-please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III–Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ (Not Applicable–please,explain) APPEALS BOARD MEMBERS Southold Town Hall Gerard P.Goehringer,Chairman 53095 Main Road Lydia A.Tortora y P.O.Box 1179 = George Homing I-• '?+ Southold,New York 11971-0959 Ruth D.Oliva Gy �!� ZBA Fax(631)765-9064 Vincent Orlando Cpl �� Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS i TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION I MEETING OF MAY 16,2002 Appl.No.5095— WARREN CORAZZINI Location of Pr`opertjr_ 67575 Main Road,Greenport Parcel 52.-5-58.3 ; Date of Pdblic•Heanng:­May'16,2002 FINDINGS OF FACT PROPERTY EACTS�DESGRIPTION: The subject property is a 1.0413-acre lot with 324.37 ft. along the north (northwest) side the-Main Road (S.R. 25), .260 feet west of Albertson's Lane, Greenport. The lot is vacant and Is located in the LI Light Industrial Zone District. BASIS OF APPEAL: 'Building Inspector's-Notice of Disapproval-dated December 17, 2001, denying,an application dated,December 17, 2001 for a permit to build a commercial budding, for the following reasons: (1)Article XIV, Section 100-142 requires ' (a)a 70 ft. minimum rear yard setback,anis (b)a 1 00,'ft:front yard setback. RELIEF REQUESTED: Applicant requests a variance to Idcat� ��n�r�b;ft; ulding with a rear' yard setback at;41 feet,irtsie8d of feet,and a front yard settia jat'75 F et; n`st�ad�f=1Meet' as more particularly detailed on'Peconic.Surveyors April 10p 2000 site pla�lrrra revised Febru- ary 5,2002. i «C S i ` REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony pr'esented;" materials submitted and personal inspection,the Board makes the following findings:, 1. Grant of the area variance will not produce an undesirable change In the character of the neighborhood or a detriment to nearby properties because`;when considering the nature- of applicant's business and the size of the trucks and equipment that the applicant intends to store and work on within the proposed building, a 60 x 50 ft. building Is the minimum size to allow adequate room. The building is proposed near the center of the lot and will be screened from the road. The immediate neighboring properties are other industrial zoned uses. 2. The benefit sought cannot be achieved by some method, feasible for the applicant to pursue other than an area variance. If applicant were to build a longer,more narrow building were placed, other variances may become necessary when considering screening along the road and the light industrial uses permitted in the area. The applicant wishes to construct this building to house vehicles and equipment from outside elements and related uses. 3. The area variance,is not the minimum necessary,but is acceptable for the size and dimensions of the lot. ' Page 2–May 16,2002 ' ZBA App{ No.5095–Warren Coraaim 52-5-58 3 at Greenport t e 4. No evidence has been submitted-to indicate an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. The building would,bb built observing landscaping and natural buffers required by the Planning Board under the site plan regulations. 5. The action set forth below is the minimum necessary and at the same time preserves and protects the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION: On motion by Member Homing, seconded by Chairman Goehringer,it was RESOLVED, to GRANT the setback variances, as applied for, SUBJECT TO approval by the Planning Board under the site plan regulations pertaining to this area. Vote of the Board: Ayes:Members Goehringer(Chairman), Homing,and Orlando. Member Tortora abstained. (Member Oliva was absent due to illness. This Resolution was duly adopted I RECEIVED AND 'FLED BY TM SOUTHOLD ,>" CIM GERARD P.GOE R N R CHAIRMAN 6A10 z-: DATE Co h(OZ 3 00 LTown Clerk, T'-gin a` I - I I I I , i I 4'• _..,._.,.'?,':.. _ , ; ':a ..,' i_:k '"M-7 TOWN OF SOU'THOLD PROPERTY RECORD CARD OWfVER STREET '7` `� VILLAGE DIST. SUB. LOT ACR. REMARKS 120�sJ�Z3 —' rO �ttzr�n 1gt1 i TYPE OF BLD. �-- PROP. CLASS LAND IMP. 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EXTEND TO TOP 2-2X12 MSR SYP TRUSS CARRIERS 08' SPANS- 0D OF ROOF TRUSS (HEADER CAPACITY-1270 PLF; ROOF LOAD-840 PLF) 3-2X12 MSR SYP TRUSS CARRIERS 012' SPANS— Q (HEADER CAPAC17Y-1137 PLF; ROOF LOAD-840 PLF) TRUSS CARRIER TO POST- A*X4" GRK STRUCTURAL SCREWS 10 OEAPOST (2 PER SPLICE MIN) 3330 SHEAR RATING PRE—ENGINEERED ROOF TRUSSES- 4/12 PITCH, 48' OC, 30-5-5 LOADING 2-2X8 #1 SYP 6. m 3 ROWS 2X4 BOTTOM CHORD LATERAL BRACING (120' OC) TRUSS CARRIERS / 511 LB UPLIFT; 6-12D FACE NAILS-534 LB (PG. A4.5) 7 TRUSSES ON RIGHT SIDE OF BUILDING W/A mm BOTTOM CHORD SCISSOR TRUSS 29 GA. G-100 PAINTED STEEL ROOFING & SIDING / 4' PAINTED STEEL CUPOLA W/ WEATHERVANE 4' WAINSCOT BASE COLOR 00 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & FASCIA c0PAINTED STEEL 12' VENTED RIDGECAP co 3-2X12 MSR SYP TRUSS CARRIERS O O O 4'--- -5'-10" 12' ZZF 6'-2" 3'—B" 12' 12' 80 -�-4'-4" 8'---�� 8' FLOOR PLAN _] SCALE: 1/8"- 1'C" FLOOR PLAN DRAWN BY: ALS ALL INFORMATION SHOWN o c REVIEW: ON THIERS DRAWING IS THE GERALD OiZIENTALE Po a LL PROPTY OF SHIRK �' V� E tbi REVISIONS: POLE BUILDINGS LLC. A �pUFA THIS DRONING MAY NOTBE REPRODUCED W7HOU7 295 LOCUST LANE PERMISSION.BUILDER AND 9HINK DATE: 4/10/14 TMM�� �N�BLE SOUTHOLD_ NY 115171 LU SEEM MEMO :0 L "v•r 1 «rl r •�Iv.» 0 L 1 i l —N-3- S . 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FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. i BUILDING USE= STORAGE p A4.2 FOOTINGS USE GROUP=U STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=513 UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=3200 A4.3 FRAMING BUILDING VOLUME (CU FT)=62100 LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 048" BELOW GRADE UNLESS NOTED OTHERWISE. USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4.10 APPLICABLE BUILDING CODES A4.4 ROOF TRUSSES ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2010 NEW YORK STATE BUILDING CODE TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS 2010 RESIDENTIAL CODE OF NEW YORK STATE SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4.11 DESIGN CRITERIA. OWER 120" OC, OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. AMERICAN FOREST & PAPER ASSOCIA710N (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) W A4 5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) _J Z T PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER SOUTHERN BUILDING CODE CONGRESS (SSTD10) z WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7) W Z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 0 N A4 A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) .12 WARRANTY NOTES ® V C EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR 2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN J J = POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A Lu N 0 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. THE MINIMUM DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT OF 12D STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 1j" STRUCTURAL PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. ALL NFORvnON SHOa SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: ON TMS DRA*=IS TF TIMBER IS 1 PER �" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: {�"x4" PROPERTY OF SHIR GRK RSS STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH=1328 LB, ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC POLE BUILDINOS LL( TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. BERUR(MDAWTI0. LBS, MIN. BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING PEWSMBURDER o a A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS TO VERFY ALL DIWISIOf WITH #9 WOODGRIP, NOT APPROVED BY A CERTIFIED ENGINEER. BEFORE DONSTRUCTIC HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED 37W4 BY:ALS COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING REVIEW MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED REVISIONS: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT DATE: 4/10/14 EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; SITE: ORIENTALS BOTTOM EDGE OF STANDARD ROOFING MATERIALS. DETAILS A 4 FORM NO. 3 NOTICE OF DISAPPROVAL. DATE: November 5, 2014 AMENDED: December 1, 2014 TO: Soundside Landscape Inc. PO Box 770 Southold, NY 11971 Please take notice that your application dated October 27, 2014 For permit to construct a commercial building for a landscape contractor's yard at Location of property 67575 Main Road, Greenport County Tax Map No. 1000 -Section 52 Block 5 Lot 58.3 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 40,659 square foot parcel in the LI Zone, is not permitted pursuant to Article XV, Section 280-64 A., which states, "Structures shall be set back at least 100 feet from the right-of-way." The proposed construction notes a front yard setback of+/-59 feet. In addition, the proposed-construction is not permitted pursuant to Article XV, Section 280-63,which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum rear yard setback of 70 feet. Following the proposed construction, the building will have a rear vard setback of+/-21 feet. In addition, the project requires site plan approval from the Southold Town Planning Board. Z o Dia r va as amended on December 1 2014 ollowin the submission o a new site lan. It'll) horize4 Signa CC: file, Z.B.A., Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. 2: FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 5, 2014 TO: Soundside Landscape Inc. PO Box 770 Southold, NY 11971 Please take notice that your application dated October 27, 2014 For permit to construct a commercial building for a landscape contractor's yard at Location of property 67575 Main Road, Greenport County Tax Map No. 1000 - Section 52 Block 5 Lot 58.3 Is returned herewith and disapproved on the following grounds: The proposed construction on this 40,659 square foot parcel in the LI Zone is not permitted pursuant to Article XV, Section 280-64 A., which states, ---` "Structures shall be set back at least 100 feet from the right-of-way." The proposed construction notes a front yard setbackIf55feet. In addition the prQposed construction is not ermitte ursuant to Article XV Section 280�-63,which states "No buildingor remises shall be used and no b ' din or art thereof shall"be erected or altered in the LI Light Industrial District unless the same conformse-.-Bulk-S hedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum rear yard setback of 70 feet. Following the proposed construction the building will have a rear yard setbackof01-t. In addition, the project requires site plan approval from the Southold Town Planning Board. orized Sigature CC: file, Z.B.A., Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. N SURVEY OF PROPERTY A T GREENPORT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-52-05-58.3 ---- --- - ----- -------- - --------- -- -- - -- -- - - - - - - - -- -- - - - - -- -- - -- --- -- - - -- - - ------- ------ SCALE. 1'= 50' SEPTEMBER 18, 2014 ALBERTSON'S LANE 441 FE 0.e'N N�O� oo SSSbSoo; 'Qq 0 �p 4Q0 ti CONC. RET.WALLS 20, r POLE Qr ♦�/ r ASPygL T A) n \+ Q` Urn. FE 0.4'N �V�' POLE 0.4'W Qr O o O � COs FE 1.0'N y- UTIL ti Z,� •�� /� � POLE Certified to: American Dream Abstract-Title Company Suffolk County National Bank Gerard Orientate ,Ey Soundside Landscape Incorporated 03 ® REBAR ;a AREA= 40,659 SO. FT. ® ANY AL7ERA71ON OR ADDITION TO THIS SURVEY IS A WOLA77ON -Da aL/C. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. -0 0 PECONIC SURVEYORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER71f7CA77ONS D (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Ln WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD,, N. Y. 1 971 T 99-273 Revisions ti-12-96 06-18-97 V++`�1 \ 03-1 x ta0991w �vU' ••�� 04-12-02-6 1 7 08-13-01 10-22-01 l V lJ �J C7•c V 04-10-02 / 08-30-02 / C(o) k 01-73-OJ rIna I 04 07-03 //77 04 0&0506-22-05 59. 05-2606 07.06-06 S 9. 1 01-03.07 02-01-00 & ® X53 a a F( 4 12 7A(C) 60FFOU( , •, �( of //� �' •' �� \ rw 2ZSA TomOF SOUTHc • g ny 13-3 14 BA(c) »o (50')n• a.a - ./�` rz)r� frz'`'4'N_ 2 A' p LA 582 rvr )a _ O d d-BERTSON - 57 +� I 1.5A(c) sc 70A(c) k g`hep �m m r g8�r�,g8� �e u� o + ) @1 597 ,1AA(c) 1.1 592 c." 7 �� O ...) Y J1�0r a y t 7A(c)rr ' ss a �� TOWN OF SOMHOLD 3 LAND PMSERvnnON I 7 OAlc) 14.1 5.9A(c) I �6c1 <, 4 TOWN OF SOI (Ip�vAtER{M EK A / I ? I. �/ d�,4 a PIPES CHE � 11 t 59 10 I a 1 28° lY �Q- r A. •P 4r � t B .m (MMOFSOUTHO1D IQ 595 N dj ° 5-6 41 6 1 11 1 DEVELOPMENTRIGHM I� 3-BA 4 ryoy+\ H, 50A(c) 44.44 @ y 1 G2 m CI (Rmc O OLD Y LONSERVATQEAS"EMENT) b� SA ,G 91+'Ary w v 1 m G t 4a4 b a R � Q•\ 4 /r r' O 811 L 44 I 9 r �•6 -0�s �\ 599 I ¢6P � •JBL N, k' 4q, ,a 23 3A �\ PECONIC LAND TRUST �,7J � y�• � 04 e � - r - y 6 TO e 11.2 a •Cq' ,R 14A(c) +"'• �S � 1288 �� j «\ FOR PCL NO Q �� SEE SEC NO FOR PCL NO. 05&04-024 § z� SEE SEC.057-01-03030 - Nan oez -- ------- =tom----- 1NE --MATCH------- -----L;NE SEC/ a IMTCH SEE SEC NO 056 - �y SEE ZZNO.057 1 cr t ——zw—— �p w+m+.. ——r—— +AaEsz ouw.omEawse.nurwxx+ss .r¢wt+mn 1+¢raw.+m+c osmcrs to sezEn� 'OF SUFFOLK © K TO souTHOLD SECTION NO --o-- oma E — ty Tax Service Agency Y r] Rrverheae,N Y 11907 osx •r est 19L1ACE OF 5L { E—EET M tI5 :....�......�..-.......... .�..... ..- J ' _j• r crht, r�L.c•r. :,r�r.gra sa.x r-��►.Sq�ncl - , ,• ,",q�J` P /. QP'f�lC43: U<O' .. .. .•Ja , • ei /.'ri• �. '•S F F•,52K/Nab' 440 1' ; r _ �...- s8rzi�' �:rJent - 1 — =hr•.'aaaad fran'G3cav,vs:, f6.,; a 114 s p.. / frr t:r.•� � :4HeA x� �•• � ap, r ti 1! Cenri J r,;:rr"•tact r, yfJ'! -I:'r.'rrty +�41�1rHrlrt lG r. y ,. ' .._.�• _._.._._ h, ti J. , 4 .v9J5�r tinrf c.ct:,!�r,.'v zr. Ptr,::.[;ra.,7 Zatib' i�3 ' 'i Lr Sei - _ � ,.. O'�/ i k'' .1 �'.'J;`L,�7I�`iY14tlS; A,r/l, CON7^U1J�� hf{.E !'r,Jd/rf <:OtW;^! :��^u• !✓!A•F%- Oil' ', �� +A'Tr J '' • �. Irt:'F/,'.�j�="�'Y1l�•,f`x•'`rrR/N6', ,Str, At 3l�7'i:pr1:5• i,VJaL r _ _ 4 ! hi'1rA47'7I. POP 1. 67'AA.itt.Vx't�1F'- •tit. _ir Y t CONpdrlL.rYi' �!'4' {�G%/'F'i7L•K 4f S!- ,. i r A 1� •r OOErtold 1i'AN 44' trA ----- 'WA r/ryrrtif r efdlr,{ y11, Aarl4lr'r% O "44,rr. mo,4* -:r sic•era J ,reg. .....hJ.. yL_,19.Oa.,-,^i• ® water _ _ _ '�.i' _� J �.- _ac__-- X6.0 Y•CJ 1. main `!^�!-F,'L' �7•O Sao fIJ. - SAC L1r e.40.' f 7• _. ., .. __ k. _ .„ nr+arrr'id� ,� �M„A bj'!; ..i ,{ .i- *�•�,� 4 r..,... ._ - � ;,r=av:ri�' i+::rr'a�• - ,. _. ,._ �` - .I i s .�• R bL 14-. SUtS1ECT TO COVENANTS aF RESTRICTION AGER-J'Kl� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES j'"1'A't•t-^' 'j• n �'- '. Hauppauge,New York .�'� n n loss This is to Certify that the prised ar�r�ggea fp(water supply - • _�14!L�4N', \k11,u�F,tN�'1 fVyrlth a total of�� S,C•!'f.0 ftEF.IVO, S_10, were approVetl on tfte aba a isAe.Thane facilities must conform to -----' -- — - constructiat sWndaeds to effW at the time of construction. This ' •'.�, t, • approvai shall be valid only in the 8••A.•,t said subdivision/devel• �_ su •g ,`1 opment plan Is duty fired with the Count'Ccerk within 8 months of •, •.,,e,. a $• this date. Consent is hereby given for the filing of this map on I APPROVED 8Y - C which this endorsement appears'it the Office of the County Clerk in ai, i i Ii -.s:, t 47` aecdancewithprovithe.i�uLAt6W ranhl.ewanotheSuffolk It PLANNING BOARD I r,q -• - - ' r, ,,•V �<, Ji]{ County Sanitary Code. ! ,r- "_,_•.�.''... �,us / h Aldo Andreoti, TOWN OF SOUTHOLA RE ..,.,• ` C , 1•r 'i• Di2ecvr,uivision of Environmental Quality DATE ,'"'••r Par.- ter, A tiF�,'w'_.... M Ec L-/Z b 6 E 'F' �r r•` :;x �.'�- �id,''c'�il��J,1>vx��lt:��'�t. , �Fa!<E'�L�"AIF�G�;;!�+f-Y• T f 'Y r1,,• lt, /yrs: .,. ;+''.-.i"' �, 3• .•t t lei. 't l: 'c :i• •4`,, `• •2 .. '' '.- pis .� r . . ,`: 7--5+laol�-r A i ! r' ;'II �,t'{; -;•.• t7A244 14 AP3.� 1f�� :� r., �•.','tirr���CCy .. e •(' . ;• , �; D W .�.''vf'J:•r,r' .!' -r - �. I /r.% ,:!r y:r.':•.td, loom F_B 7 1988 { J�tr.63tyEl� /f ,�g8 (`` fine "e i t90+F �.. -.-,r , 3 ..I cour-- �8•• '4F Bandl�rvll 4' r,rl.�ir�e. ..L��7JY: .r' / 1ZcL� (y^�CKVJ `Oy qr-.via erI SOUTHNLO TOWN ^' _ ' 7(AI:NING BOARD - rG••, �"'�{' -- "-+ � e�Yt_18,191315 � ' yrovcl ! 9rove( 'Feb, s-.798fs I \ }'J, - � —i; —. _I 7' Li•:a•rr.bG'� _LNoe^:=;:1' 88= :,�:_r• ^r!`, �grcjaxn�rl r9r�8.CtIjAr'' I,.1J_ - t:�'•'•.•.,"'< l 1 Flt... 1 _ 1, w , rr I .. ""`' r`- ."'" "- :.s,� v.r «'alti. 's-'"�w•c_,+�C-ac•..r.int •,ti�� -.r,y, y�.y�d'Y. �^ ��It •ur� �-.,;�Y...� ._ Eby ,>..„r•�;.-i ,�.,.. L Y�1 r. M.7! + f1 \ '!'p► T Y I Q Q 3G 36%= 6:36 PM "y • 3G ,i 36%. 6:37 PM F • --rte t ,. Ir / M top�;; a t if �. too 04 i �y ' �� ��,• y. Y ' 'A' �yY. � ♦ ` mss; ✓ ��1,M1:�`f�yl,� � � ti AA iat 07 ♦ •fes ��. f • ~-'° t �',: } r Y r , r AL AL-AkF- +r ` Joe". j" ova F r t' >E METAL ROOFING & SIDING COLORS PAINTED G-100 valspar *Brite White *Ash Gray *Charcoal Bronze *Brown Tan *Light Stone *Beige *Slate Blue *Red *Evergreen Dark Blue *Black *Clay Bone White *Burgundy *Pewter Gray Avocado Green Patina Green Scarlet Red These colors are as close as possible to the actual colors. Also Available • Double Dip Galvanized • G-90 Galvanized • Galvalume Plus • Gold G100 *Also Available in Standard - -- - -- 36"Coverage —_ 3/8 3/4 ABM PANEL " 13/4 - /Ann-Siphon Channel 7io9 Purlm Beanng Leg 37 1 12 7 2 18 60 13 29 4 11 15 g 14 2 g 10 6 E� 3 6 Note:Exact dimensions may vary. Custom Trims Available (D Universal Ridge Cap 10' Q Rake&Comer 10'& 16' 0 Base Angle 10' 0 Fascia Trim 10' 4 1/2"Gable Trim 10' ' F �F ,� 4 F \� + F F 41/2 © "J"Channel 10' (D Double Angle 10' © Universal S3dewall 10' Drip Cap 10' Q Post Trim 10' F F /F r 1 31/2- 71/2- 51/2' 73/4 31/2 1- F� 6' 93/4' 71/4 11- 7/8- LJ F na 11 Universal Endwall 10' (D "F'&"J" 10' '0- Inside Corner 10' (9 Overhead Door Trim 10' Face Mount CT Cover 10'2" F F , , 13/4- / 8 F /! F� 6 41 F 1 1/z S'p 1- ®Drip Edge 10' 0 One Pc.Fascia&Soffit 10' 18 Residential Rake 10' 19 Formed Valley 10' 29 Gutter Apron F 3 / / F F I� r F 3 ,, I 7/ 3/4" 9� � 43/4- 43/4- r u 2 ' ~�F Note:Some accessories allow additional leadtime. rye. �__. _ w_ - _- • � o\ -BJP f tom:,. \ � _ / -- �f-i✓ 1 -.� e.� �/ it f/ i t h r, ii r j I .�:U1:t lop ec n l I Tobr Gede fs94> - '� l T imagery at IQ °23'33.63"W 7 eye.alt 9351: GN 1 LED 13NRACB-RAB Lighting D E C E Q Pagel of 3 ` JAN 1 6 2(;� ,f ® So thold Town Pla nine guard Indoor outdoor Mrd Learn Log Products Decorative LED Angled Cone Gooseneck LED Gooseneck Cone Shade with 240 Goose Arm Style 1_ Spec Sheet Instructi, GNl LED13NRACB Adjustable 45"s nivel joint Superior heat sink Die-cast aluminum housing 5 year LED warranty F t j~3 Color: Black LED Info Driver Info Dimensions Watts: 13W Type: Constant Current Weight 11.2 lbs Color Temp: 4000K(Neutral) 120V: 0.3A Color Accuracy: 87 CRI 208V: 0.3A L70 Lifespan: 100,000 240V: 0.3A LM79 Lumens: 388 277V: 0.15A - - Efficacy: 25 LPW Input Watts: 15W Efficiency- 85% Technical Specifications UL Listing: Surge Protection: Suitable for wet locations.Suitable for mounting within 1.2m(oft)of the 4kv ground. Color Consistency: Photometrics.- 3-step MacAdam Ellipse binning t Contact the RAB Lighting Design department for the photometrics. color. hq://www.rabweb.com/product php?product-=GNlLED13NRACB 1/14/2015 GNILED13NRACB -RAB T:iuhting Page 2 of 3 Lifespan: Color Stability: 100,000-hour LED lifespan based on I ES LM-80 results and TM-21 LED color temperature is warrant calculations. over a 5 year period. Fixture: Color Uniformity: The GN 1 LED1 3NRACB comes with the GOOSE1B Arm. RAB's range of CCT(Correlated c of the American National Standar LED: Solid State Lighting (SSL) Produc Single multi-chip, 13W high-output,long-life LED. Equivalency: Driver. The GNLED13 is equivalent in de Constant Current, Class 2, 100-277V,50160 Hz, 100-240VAC 0.3-0.15A, 50W MH or 18W CFL. 277VAC 0.15A,THD 520%,PF 97.5°x. Green Technology: Thermal Management Mercury and UV free, and RoHS Custom heat sink assembly in thermal contact with die-cast aluminum formulated without the use of V0( housing for superior heat sinking. California Title 24: Housing: Goosenecks complies with 2013 Precision die-cast aluminum housing,lens frame and mounting plate. codes as a commercial outdoor n used with a photosensor control. Gaskets: PCS9001277 to order a photosen! High Temperature Silicone. IESNA LM-79&IESNA LM-80 Te Mounting: RAB LED luminaires have been ti Heavy-duty mounting arm with "0" ring seal and stainless steel screw. accordance with IESNA LM-79 ar of Energy"Lighting Facts"label. Correlated Color Temp.(Nominal CCT): Patents: 4000K The design of the Gooseneck is F Cold Weather Starting: Canada,China and Taiwan_ The minimum starting temperature is-40°F/-40°C. _ Warranty: Ambient Temperature: RAB warrants that our LED produ Suitable for use in 40°C(104'F)ambient temperatures. and workmanship for a period of f the end user,including coverage Shades: performance and fixture finish.SE 15"Angled Cone Shade offered. Country of Origin: Designed by RAB in New Jersey Finish: 1BEW Local 3 workers. Our environmentally friendly polyester powder coatings are formulated for high-durability and long-lasting color, and contains no VOC or toxic heavy Buy American Act Compliant: metals. Offers significantly improved gloss retention and resistance to color This product is a COTS item man change. compliant with the Buy American Recovery Act(ARRA) Compliant: This product complies with the 52 Steel,and Manufactured Goods-- Materials(October 2010). http://www.rabweb.com/productphp.?Product-==GNILED13NRACB 1/14/2015 L I C3 H T 9 N 0 Date : 14 Jan 2015 Luminaire Title : SoundSide Landscaping IES Filename: rab00243.ies Desc : Sign lighting for sign located at site of SoundSide Landscaping. Description: GNLED13NACB CAST FINNED METAL HOUSING,ONE CIRCUIT BOARD WITH ONE LED, ONE WHITE MULTI-CHIP LIGHT EMITTING DIODE For: Gerard Orientale Light Loss Factor: 1.00 By• DAK Assoc. LLC. Number of Lamps: 1 Lamp Lumens: -1 Ims Luminaire Watts: 13 W 0 5 10 Scale: feet Arrangement Magnification: 100% -7 I 0 .6 12 -12 12 FlashOutdoor 137 Build.721.3656 1 0 2004-2015 Lighting Analysts,Inc 1 Calculations based on IESRA methods and recommendations I Results dedved from content ar photometnc riles -`a� L 1 0 H T I N G Arrangement Luminaire Location Summary Single - _ Arm: 2 ft ' N I Arrangement I Lum# + X I Y I Z I Orient I Tilt I Tilt Factor Offset: —ft 1 Sinale I 0,0 0.0 6.0 0 0 1 2.0 0.0 6.0 0 0 1.000 Layout Cols(X) Rows m Layout: 1 1 Spacing: 0 0 ft Mounting Height: 6 ft Orient: 0 deg Tilt: 0 deg Statistical Analysis Illuminance Values Average: 0.28 fc Maximum: 7.56 fc Minimum: 0.00 fc Avg/Min Ratio: N.A. fc Max/Min Ratio: N.A. fc Max/Avg Ratio: 26.70 fc Lighting Power Density LPD: 0.011 W/ft2 LPD Area: 1225 ft2 LPD Watts: 13 W Total Watts: 13 W FlashOutdoor 1.37 Build.721-3658 1 0 2804-2015 Ughtlng Analysts Inc i Calculatlons Cased an IESf84 methods and recommendations i Results denied from content of photometric files I�IINIIG wl NOR 0 mom 000 !ROM MEN ... ..�unodi ..iw � da . ii ii us e�iuw�� � N �N IIN ' amm Nos OEM: Mm No some on m 110 1 Hill 111111111 IN NIL u�a s a 1 80' 71 —2X12 MSR SYP-/[o El El TO Ifl a 2TRUSS CARRIERS 00 " BLILO(y` SPECIFICATIONS s n / CO 40' X80' X 18 6 POST & FRAME GAEGE f W/1-8'X8' PORCH W/CEILING do WRAPPED HEADERS /$9 a 0 —18' X 8' CONCRETE FOOTINGS (GABLES) 0-22" X 11" CONCRETE FOOTINGS (SIDEINALLS) / 47919 LB CAP; 8720 LB COLUMN WT) o 0 2-3 0" X 8'8' 9—UTE FIBERGLASS ENTRY DOORS 203-12' X 12' INSULATED STEEL OVERHEAD DOORS 3❑ 9-44' X 38" VINYL THERMALPANE AWNING WINDOWS ® —3 PLY 2X8 GLU—LAM POSTS 8' OC.(TYP.) ALL GABLE POSTS 2X8 TREATED SKIRT BOARD 20 SPRUCE WALL GIRTS & ROOF PERUNS 24' OC. EXTEND TO TOP 2-2X12 MSR SYP TRUSS CARRIERS 08' SPANS— OF ROOF TRUSS (HEADER cAPAcrTY-1270 PLF; ROOF LOAD-840 PLF) 3-2X12 MSR SYP TRUSS CARRIERS 012' SPANS— (HEADER CAPACITY-1137 PLF; ROOF LOAD-840 PLF) TRUSS CARRIER TO POST- A X4' GRK STRUCTURAL SCREWS 10 OEA.POST (2 PER SPLICE MIN) 3330 SHEAR RATING PRE—ENGINEERED ROOF TRUSSES- 4/12 PITCH, 48' OC, 3G-5-5 LOADING 2-2X8 #1 SYP co 3 ROWS 2X4 BOTTOM CHORD LATERAL BRACING (120" OC) s' 511 LB UPUFT; 8-12D FACE NAILS-534 LB (PG. A4.5) TRUSS CARRIERS / 7 TRUSSES ON RIGHT SIDE OF BUILDING W/6 PITCH BOTTOM CHORD SCISSOR TRUSS 29 GA. G-100 PAINTED STEEL ROOFING & SIDING / 4' PAINTED STEEL CUPOLA W/ WEATHERVANE 4' WAINSCOT BASE COLOR `O 12' EAVE do GABLE OVERHANG W/ VENTED SOFFIT do FASCIA co PAINTED STEEL 12" VENTED RIDGECAP m 3-2X•12 MSR SYP TRUSS CARRIER 2 O O 4' 5'-10* 5'-2" 3'-8" 12' 80 —T-4'-4" 8'--+-- — 8' FLOOR PLAN SCALE: 1/8' 1'0' LOOR PLAN DRAM BY: ALS ALL INF'OWAXN SHCM o � REVIEW: DN THIS DRAWING IS THE GERALD ORkFNTALE � Po ��o PROPERTY OF SHIRK �.F' ill C REVISIONS: POLE BUILDINGS LLC. k Vit, (N THIS DRAWING MAY NOT $ A el I 004ER AM RESPONME BE REPRODUCED WITHOUT 295 LOC U 4T ►N E PERMISSION.BUIU*R AND r HIIWKLL( DATE: 4 10 14 ygSOUTHOLD11971807READINGRfJAD EASI FARLPA17519 J NAAS 2%4 ROW Pam I ; PA41fED RPDOECAP PFR iRlgS RQOF 29 GA PAIRED o ROOF TRUSS TRS STEEL ROOFING VWITED OR 2PIDRRIEL AEON 1-3}•4 20 7X4 ROOF ` \ RAID CLOSURE =4 Rt OR PERIN aA�LL3Vv� pUR1,N �0� y� 7X6 TRIM 48}•X.120 INTO -' :,yg- ZX6 METAL SIDIIG Vc?rtFD i PF P�1NTED SCBE STRUCTURAL OOR 1� CABLE CENNTj R � FbP 1RiY IP DOOR WFATHERSTRIP ORM STRUOTU RAL 1Z° RIDGE OAF YCTAL 016610 1 A00► PURLN SORCW TO TOOT OVERHEAD DOOR CABLE OVERHANG DETAIL ROOMMS FASTENERS FASTCNDCG OCTALFASTCNCR DETAIL HCADCR DIA! DETAIL SrIYFs 1 - 1ro' YCALEt 1/2•- 1'D• SCALL. 1/2• - 1vSG1LEs 1/2' sTruE: 1/z'-- 1'0• srALF: 1/2•- 1'0' WAIL POST PAINTED STEEL WALL POST 6 HAILS 2X4 ROOF PERLIN DOOR AM ` 2X6 FACE BONG ROOF CALK P• 20 WALL PE�1 TRUSS PAINTED FASCIA 'OALVAI42m R00GF VENTED CALK 4 NABS PER 2Y GA PAIFdFD STEEL SOFFIT Za OIL PAINTED STEEL EACH CPMNiEL Fill TM ROOFING INSTALLED SCREWS & WAASHHERS 1RU56 2X4 BOTTOM CHORD ►TIAL g G PERMANENT LATETtAL 2x6 BRACING (SL>:TRUSS SIDEWALL GIRT BLOCK TRUSS TO TX: BLOCK ENTRY DOOR II•EAVE OVERHANG WO FOR SPACING) FASTENING DETAIL ►ASIENCR DETAIL .LAYS DLTAR DETAR. FACE 1/�-I'C' SEAS.: 1/2•.1'0• SCJ LE 1/2°. 1-D• sGYFs 1/2•- IV 7X4 OWNER 24'OC, PAINTm FiA8C11A r VENTED -J W PRE-ENGINEERED PANELS a Z TRUSSES 48.OC. ST13L if 11 2-2X12 MSR SYP TRUSS F&J TRIM FT1DY PSI E TD BIH 9m PRE-ENGINEERED z ROOF 7RU59ES 48.00. ® M III n. ® 00 °.� POSTS 3 PLY 2a, CLU-LAM. Tv?.— C4 IPAMELS USS CARf6ERS INTO POST N 2X4 SPF SMIALL GIRTS 24.OC. 9 GA.WALL BRACING I ATO EXIERM AWPA Ut TREATED POSTS 8' OC.1YP.STEEL CN THS CNH MIN aa- REGUIRE MENTS: PROPERTY of SHIR 29QA STRlrTIlRAL POLE BUILDINGS LLC STEEL 5161X0 IM DRAWNO MAY NO 2X4 SPF WALL OBITS 24• INSIXLED WITH S0 BE RD-RROCUCSD wa+aL PERAS9Q7.BULDER M GRADE GRADE O*XR ARE SBC 8'-4000 151 2>1 SF' BT CARD m VEM Y AIL OWEN ar PRESSURE TREATED BEFORE CONSTRUCTIC GRADE�OF BIG 2X8 �� DRAIMU B)'I ALS 'v REMSIONS: SOIL > Do /\//\ //\//\////\//\//\//\////// /x//�/ \ \ \ \ \ \ \ \ \ \ \ \ M00 PSL C IE:\ \ \ \ \ \ \ \ sono PSL ooNCRETE iT)0T1NG /\\/\\ /\\/\\�\r\�\/\/\\/\\/\\/ \\ F'°°1AP°(SEE (SEE SIZE ON FLOOR PIAN) i\//\/ /\//\1 3000 PSF SOIL�//\//\// / ON FLOOR PLANY \ \j/ \) DATE: 4/10 14 \ %\\%\\%\\j\\%\\%\\\\%\:a \\�\�\\�\\�'\\�'\��\%\\/ SITE: ORIENTALE t' / \�j/�//�// TYPICAL FRAME SECTIONS SECTION ii\\//i�/ / //i�%//i�%i:%i\//�\\/ TYP SECTION AL FRAME (ENDWALL VIEW) SCALE: 1/4" = 1'0" SCAL(SIDEWALI»VIEW)E: 1/4 a 1'0" A . �. BUILDING DESIGN NOTES AND DETAILS Ar mg: A4.1 GRADING & EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL) FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. F SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. go e NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. i X�!BUILDING USE= STORAGE A4.2 FOOTINGS USE GROUP=U STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C � FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=5B UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=3200 A4.3 FRAMING BUILDING VOLUME (CU FT)=62100 LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 048" BELOW GRADE UNLESS NOTED OTHERWISE. USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP, A4.10 APPLICABLE BUILDING CODES A4.4 ROOF TRUSSES ROOF TRUSSES SHALL BE PRE—ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2010 NEW YORK STATE BUILDING CODE TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS 2010 RESIDENTIAL CODE OF NEW YORK STATE SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4.11 DESIGN CRITERIA: OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF OWNER ASSOCIATION AMERICAN FOREST & PAPER ASSOCIAATITI RECORD HAS REVIEWED THE PRE—ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 DESIGN REFERENCES=NFBA FOR POST & FRAME CONSTRUCTION& NDS 2005 ON (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) LLI & IBC 107.3.4,1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. � A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) W r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) Z AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER SOUTHERN BUILDING CODE CONGRESS (SSTD10) WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7) Lu Z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) o EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR 2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN J _ POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. cy) IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED: ASTM A SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: W N 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. THE MINIMUM DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT OF 12D STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 14" STRUCTURAL PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. ALL INFORMATION SM SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: ON h°s DRAWNG IS TM TIMBER IS 1 PER �" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: &"x4" PROPERTY OF SHIR GRK RSS STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH=1328 LB, ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC POLE BUILDINGS LL( NO TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. BE MAY LBS, MIN. BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING PERM'SSION•BADER A? O"IER AM RE -Oaft A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS M VERFY ALL IXWENS 7 WITH #9 WOODGRIP, NOT APPROVED BY A CERTIFIED ENGINEER. BEFORE CONSTRUCTK HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED CRAM BY: ALS COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING EMEV MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED REVISIONS: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT DATE: 4/10/14 EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; SITE: ORIENTALS BOTTOM EDGE OF STANDARD ROOFING MATERIALS. DETAILS, A74 TE PLAN STATUS REPORT SITE PLAN TYPE: AMENDEll NEW V WITHDRAWN INu MPLETE PROJECT NAME: ZONEI: LT- ZONE2: ZONE3: LOCATION: HAMLET: �} SCTM# 1000 - 5Q - 5 - 53,3. OWNER NAME: ' jL TEL#U APPLICANT NAME: == TEL#(--) - AGENT NAME: TEL#(_) PROJECT DESCRIPTION: EXISTING USE: PROPOSED USE: C 0' DATE BUILDING DEPARTMENT NOTICE:S/P REQUIRED Y OR N ZBA APPEAL REQUIRED Y OR N PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: INFORMAL REQUEST FOR REVISIONS: APPLICATION RECEIVED DATE: /-R-/ ( , APPLICATION PROCESS DATE: PAYMENT RECEIVED: AMOUNT RECEIVED:$ i! NEW SP:$500./ACRE&.10/SF, AMENDED SP:$250.+.10/SF, AGRIC SP:FLAT$500 FEE AMOUNT:($ .00 X =$ )+{$.10 X SF=$ )=$ NEW APPLICATION WORK SESSION(WITHIN 10 DAYS OF RECEIPT),PB ACCEPTS Y R N j; APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) BUILDING DEPARTMENT MEEETING 100-254B3(WITHIN 30 DAYS) NOTES: REVISED SUBMISSION RECEIVED: _!/ NOTES: REFERRED AGENCIES:(WITH MAPS=W/P) —1/ STZBA—STBD_STC/TB_JH_STBT__STE_SCDHS—NYSDEC—USACORPS_,NYSDOT—SCWA—SCPD_,SCDPW_,LWRP_ RESPONSES NOTES LEAD AGENCY: TOSPB:_OTBER_REVIEW:PART/_,PART z_PART 3,_,SHORT EAP_,LONG SAF_ NOTES: ACTION TYPE:COORDINATED:— UNCOORDINATED:— (TYPE1:—TYPE2: UNLISTED— REFERRED TO:STZBA_,STBD_,STCrrB-JH-STBT STE�SCOHS_NYSDEC_,USACORPS_NYSDOT ,SCWA_,SCPD_,SCDPW SEQRA DETERMINATION:NEG DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTEE: LWRP COORDINATOR: BUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS: / 29/15 / ! TOWN ENGINEER APPROVAL: DEROF TRANSPORTATION:DOT✓,DPW_, TOS_ I /za/!s SUFFOLK COUNTY DEPARTMENT OF PLANNING: SUFFOLK COUNTY DEPT OF HEALTH:PERMIT#: OPTIONAL APPROVALS: ZONING BOARD OF APPEALS:APPEAL#: BOARD OF TRUSTEE'S: NYS DEC WETLANDS/TIDAUSPDES PLANNING BOARD DECISIONS: CONDITIONAL FINAL: DENIED: APPROVED: ' FINAL: NOTES ENDORSEMENT OF SITE PLAN: / FIELD INSPECTION FOR C/O: / DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT JL/1 /6 TOWN ENG GENERAL NOTES: 10/4/2005 Sout�ioid Planning Department Stan Report Site Plan Application Work Session Date December 21, 2015 Prepared By: Brian Cummings I. Application Information Project Title: Soundside Landscaping Inc. Applicant: Gerard Orientale Date of Submission: December 17, 2014 Tax Map Number: 52.-5-58.3 Project Location: 67575 NYS Route 25 Hamlet: Greenport Zoning District: Light Industrial — LI II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±0.93 acres Building Size 3200sf III: Analysis This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.)' commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. With regard to the Planning Board letter dated April 24, 2015: ➢ Obtain approval from the Suffolk County Department of Health Services (SCDHS) for the proposed, and provide a print of the approved plan including the allowable flow for the site with the seal, stamp and signature. Staff: Yes, SCDHS approval reference number C10-15-0007 for Industrial — Storage Building @ 128gallons per day was obtained December 5, 2015. V: Staff Recommendations 1. As previously discussed, the requirement to provide an accurate "mock-up" of the proposed main sign on site will be included as a condition to the Site Plan determination. A building permit for construction of the main sign will not be provided until the Planning Board determines the proposed design and dimensions are satisfactory; 2. All Site Plan requirements listed in §280-133 of the Town Code have been met and it is recommended that the above referenced Site Plan application be scheduled for determination by the Planning Board at January 11, 2016 public meeting. 1 Soutli:,,d Planning Department Starr rteport Site Plan Application Work Session Date April 20, 2015 Prepared By: Brian Cummings I. Application Information Project Title: Soundside Landscaping Inc. Applicant: Gerard Orientale Date of Submission: December 17, 2014 Tax Map Number: 52.-5-58.3 Project Location: 67575 NYS Route 25 Hamlet: Greenport Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 0.9 acres Building Size ±3200sf proposed III: Analysis This Site Plan Application is for the proposed construction of an 80' x 40' (3,200 sq. ft.) commercial building for a landscape contractor's yard on .93 acres in the Light Industrial Zoning District, Greenport. With reference to the Planning Board letter dated March 13, 2015: 1. Revise the Site Plan to include: a. Proposed drainage systems as a result of the coordination with the Office of the Town Engineer pursuant to §236 of the Town Code; Submitted: Yes. Revised site plan includes the drainage design as determined by applicant and Town Engineer; b. The accurate location of Kerwin Boulevard; Submitted: Yes. Provided on site plan; c. Eliminate the two (2) Zelkova street trees proposed immediately to the east and west of the proposed curb cut; Submitted: Yes. Removed from site plan; 1 d. Provide a notation on the Site Plan that all street trees are to be maintained to provide a lowest branch minimum of 6'-6"; Submitted: Yes. Notation provided on site plan e. Address numbers on both sides of proposed sign pillars and numerals at a minimum 4" high and .5" width (stroke) pursuant to Fire Code 505.1 Submitted: Yes. Address numbers to be provided on both sides of main sign and provided as notation on plan; f. Remove the main sign detail from page SP-1 of the Site Plan; only the proposed location and photometric details of the main sign should remain on the plan. Submitted: Yes. Main sign detail has been removed from site plan; 2. As discussed, the requirement to provide an accurate "mock-up" of the proposed main sign on site will be included as a condition to the Site Plan determination. A building permit for construction of the main sign will not be provided until the Planning Board determines the proposed design and dimensions are satisfactory; Submitted: Yes. Notation provided on plan: "an accurate mock-up of the proposed sign is to be provided to the Planning Board for approval of the design and dimensions, prior to the Building Department issuing a sign permit" ; 3. Provide a minimum of five (5) prints of the revised Site Plan including the stamp, seal and signature of the NYS licensed professional preparing the plans. Submitted: Yes. V: Staff Recommendations 1. Require the applicant to obtain approval from the SCDHS and submit a print of the approved stamped plan from the SCDHS which includes the proposed use and allowable sanitary flow for the site; 2. Once SCDHS approval has been obtained and the plan has been verified by Staff, all site plan requirements listed in §280-133 of the Town Code have been met and it is recommended that the above referenced site plan application be scheduled for determination by the Planning Board at the next available public meeting. 2 Sou'tnold Planning Department Star' Report Site Plan Application Work Session — Referral Review Date March 9, 2015 Prepared By: Brian Cummings I. Application Information Project Title: Soundside Landscaping Inc. Applicant: Gerard Orientale Date of Submission: December 17, 2014 Tax Map Number: 52.-5-58.3 Project Location: 67575 NYS Route 25 Hamlet: Greenport Zoning District: Light Industrial II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 0.9 acres Building Size ±3200sf proposed III: Analysis Public hearing: held/closed February 9, 2015 (no comment/concern raised) 1. Proposed: a. 80' x 40' (3200sf) metal building and landscape contractor's yard b. Five (5) concrete storage bins for landscape material 2. Zoning Board of Appeals: a. File #6822 b. Front yard setback: variable (100' or average); 59'-6"proposed c. Rear yard setback: 70' min; 21'-4" proposed d. Adjourned March 5th for Planning review 3. SEQRA Unlisted: pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions 4. Parking: a. Light Industrial use = 1 per employee or 1 per 500sf whichever is greater L 6 employees ii. 3200 = 500 = 6.4 or 7 required iii. Eight (8) stalls provided (including 1 ADA) 1 1 5. Exterior Lighting: a. Ten (10) SLIM 18N exterior light fixtures @ 12' high b. Photometric plan is in process of being revised to provide all footcandle values below 5.Ofc on site and 0.1fc at the property lines. 6. Landscaping: a. Seven (7) Blue Spruce @ 10' — 12' tall b. Three (3) Thuja Green Giant @ 5' — 6' tall c. Eight (8) Zelkova street trees @ 2.5" — 3" caliper d. (Total 115) Ligustrum Privet @ 5' high e. 6' high black chain link fence with privacy slats Staff: 25' front yard landscaped buffer required; a buffer of 25' has been provided on the plan that includes a 2' high retaining wall and small RCA area. It is recommended that the buffer be considered sufficient do to the proposal of the landscaping and fencing detailed above 7. Drainage: a. Total of±285' of French drain proposed along rear and side yards 8. Signage: a. 7'-4" high x 10'-6" wide i. Total area includes two (2) 4' thick bluestone pillars ii. Staff: overall sign area for a free standing sign pursuant to §280-85 D (7): sign shall be no more than 24sf and no higher than 15' b. Two (2) GNlLED13NRACB sign light fixtures i. Footcandles <_ 5.0 c. Sign is located 18'-3" from edge of pavement i. Code minimum = 15' 9. Bulk Schedule Code Requirements for LI zoning district: * = ZBA request for variance a. Front yard: (100' or average min), 59'-6"' proposed*; b. Side yard (NE): (20'min), 25' proposed; side yard to southwest is sufficient c. Rear Yard: (70' min), 21'4" proposed* d. Lot coverage: i. 30% maximum ii. 0% existing iii. 7.87% proposed e. Landscape area: i. 25%min ii. 32.04% proposed 2 f. §280-93 requires a 25' front yard landscaped area for an LI zone to include grass or other ground cover with appropriate trees or shrubs with at least one shade tree for every 40' of lot frontage i. Lot frontage = ±304'; 304 _40 = 7.6 or 8 trees required ii. Eight (8) Zelkova trees @ 2 '/2 - 3" caliper are proposed iii. Staff: the 25' front yard landscaped buffer is ±21' of landscaping (grass, trees, privet hedge and slatted privacy fence); ±4' includes a retaining wall, area for rolling entrance gate and RCA material in front of proposed parking stalls) Referrals A. Fire Marshall a. No comments or concerns regarding the proposed building. With regard to main sign; require address numbers to be provided on both sides of proposed sign and numerals at a minimum 4" high and .5" width (stroke) pursuant to Fire Code 505.1 B. LWRP a. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Policy (LWRP) Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, the proposed action is CONSISTENT with the policies of the LWRP C. Greenport Fire District a. The Commissioners have reviewed the proposed site plan and determined that there are no changes, additions, or reservations about this horse barn. Fire department access is satisfactory. D. Town Engineer a. The applicant has been coordinating with the office of the Town Engineer to provide revised plans that meet or surpass the requirements of Chapter 236 E. Architectural Review Committee (ARC) a. The Committee reviewed the proposed project on February 19, 2015 and approves the application as submitted. F. New York State Department of Transportation (NYSDOT) 3 a. In order for the applicant to work within the right of way of NY 25 a NYSDOT Highway Work Permit will be required. Ref#15-47945 Staff: the applicant is not proposing any work within the NY 25 right of way. The site plan proposes an asphalt surface in front of the proposed building to continue towards NY 25 to meet the existing apron not to change. As of 3/5/15; staff communicated with the DOT and learned that a second reference letter is to be sent that will require more information/details to be included on the site plan with regard to the entrance to NY 25. G. Staff Analysis: a. 1988 Minor Subdivision (commercial) Covenants and Restrictions i. #8: In order to minimize the number of access points on Main Road and to insure that there will not be any conflicts between the points of access that are created, consideration shall be given to creating a plan indicating the placement of access for Lots 2 and 3 and the parking areas on these lots. Consideration shall also be given to establishing, through the creation of easements, common use of access points and parking by these lots; that is, allowing a vehicle to pass from a parking area on one lot to another parking area on a lot without the vehicle having to reenter the road; b. As you can see from the aerial history of the property, the cross access has historically been utilized up until recent times when a fence was constructed on the property line of Lot 2 & 3, effectively blocking access of Lot#3 to Albertson Lane. c. Accident history d. Comments from Mark Wolfgang V: Staff Recommendations 1. Re-establish the cross access between Lots 2 & 3. There are three (3) options moving forward: a. Coordinate with owner of Lot#2 to provide and establish a cross access easement. Provide a minimum 20' wide driveway (in addition to 4' landscape area on rear property line and at least 2' landscape area/curb/walkway between building and driveway. Building would have to move ±10' closer to front property line. 4 i. A rolling gate (by pass key/code) may be considered in between the subject parcels if security is a concern b. Move building ±10' closer to front property line and provide an area on the site plan for a "future cross access" which would be required to be activated should the use of the parcel intensify; c. Relocate the building to another area on site and provide on the site plan an area for "future cross access" which would be required to be activated should the use of the parcel intensify. 2. Consider whether the provided 25' front yard landscaped area is sufficient to meet the intent of §280-93 for this LI zone. 3. Require the applicant to provide the established drainage systems that were determined with the Office of the Town Engineer on a revised site plan. 4. Require the applicant to provide address numbers on both sides of proposed sign (pillars) and numerals at a minimum 4" high and .5" width (stroke) pursuant to Fire Code 505.1 5. Require the applicant to decrease the overall area of the sign and pillars to 24sf pursuant to §280-85 (D) (7) 6. Require the applicant to provide a minimum of five (5) prints of the revised photometric plan pursuant to §172 of the Town Code 5 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date January 12, 2015 Prepared By: Brian Cummings I. Application Information Project Title: Soundside Landscape Inc. Applicant: Gerard Orientale Date of Submission: December 17, 2014 Tax Map Number: 52.-5-58.3 Project Location: 67575 NYS Rt. 25 Hamlet: Greenport Zoning District: LI (Light Industrial) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 40,659sf(0.93 acres) Building Size 80'x 40' (3200sf) III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis 1. Existing: a. Contractors yard 2. Proposed: a. 80'x 40' (3200s.f.) commercial building for a landscape contractors yard b. Sanitary system: i. One (1) 8'x 5' deep septic tank ii. Three (3) 10' x 4' deep leaching pools c. Landscaping: i. 115 Ligustrum Privet @ 5' tall on road side of 6' high black chain link fence along Rt. 25 ii. Seven (7) Blue Spruce @ 10'-12' tall along SW property line iii. Eight (8) Zelcova @ 2 Y2 - 3" caliper along Rt. 25 iv. Three (3) Thuja Green Giant @ 5'-6' tall in SW corner v. 25' wide buffer to be provided along Rt. 25 vi. 6' high black chain link fence around perimeter of site d. Drainage: 1 i. 4' W x 3 Y2' deep French drains proposed in NW corner, W property line and SW property line area. To be covered with clean stones 2"- 3" in size Staff: the construction of the French drain systems will eliminate a 4' wide landscaped area as required by Code ii. 2' high retaining wall proposed in SE of lot, inside of the proposed chain link fence and screen plantings e. Exterior lighting: i. Main sign: to be illuminated with two ground mounted RAB spot light fixtures @ 100W each Staff: ground lighting of a sign is not Code permitted; proposed signage shall be lit from above ii. "All security site lighting to be accomplished with floodlights on the building which will be wired to motion sensors. These lights will remain on for a maximum of 10min after they have been actuated. No lightsvill remain on with the exception of sign lighting" iii. "Canopy and soffit lighting is to be maximum of 100 watt LED recessed fixtures. Fixtures are to be mounted inside the underside of the soffits (white). These lights will provide a downward wash of the building during hours of operation and will be on a timer." Staff: a photometric plan pursuant to §172 of the Town Code has been provided; however, it is small print and difficult to read the proposed footcandle values f. Dumpster pad area immediately east of building, closer to NYS Rt. 25 Staff: the proposed location of dumpster may have to be addressed 3. Bulk Schedule/Code Requirements (LI zone) a. Lot Coverage i. Maximum: 30% ii. Proposed: 7.8% b. Landscape Coverage i. Minimum: 25% ii. Proposed: 25.03% c. Parking: i. Building area = 1 per 500sf (light industrial requirement) or 1 space per employee (whichever is greater) 1. 3200 / 500 = 6.4 or 7 required 2. Staff: Number of employees unknown 2 ii. 7 stalls required; 14 stalls proposed (eight exterior including one ADA, six (6) inside building Staff: the notation on the plan regarding "parking spaces provided" shows nine (9) being provided where actually fourteen (14) are depicted on the plan. This should be clarified. d. Setbacks for the proposed commercial building Required Provided Front yard Variable/ 100' 59'6" Side (N) 20' 25' Side(S) 20' (40 comb) N/A (sufficient) Rear yard 70' 21'411* *ZBA: this application is currently being reviewed by the ZBA for an area variance to provide relief from the front yard minimum setback and rear yard minimum setback V: Staff Recommendations 1. It is recommended that the Planning Board find this application complete with revisions to be made immediately and require the following information from the applicant: 2. Require the applicant to provide a larger print of the photometric plan pursuant to §172 of the Town Code for all proposed exterior light fixtures. 3. Require the applicant to revise the plan to include the following: a. NYS stamp, seal and signature of the NYS licensed professional preparing the site plan b. Revise the parking calculations and/or the site plan so that the number of proposed stalls is consistent. Adjust the total number of stalls provided accordingly. c. Provide a color rendering of the proposed main sign d. Provide Code compliant lighting of the main sign. The sign must be lit from above e. Revise the information included in the "Lot Coverage" section on the site plan to provide the correct lot size. The plan shows a lot size of 1.07acres which is incorrect for the 40,659sf parcel (±0.93acres) 3 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Soundside Landscaping Completed by: Brian Cummings Date: January 12, 2015 Received Comment A. Submission of a complete site plan application shall consist of: (1)_ A completed site plan application form. �l (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for site plan applications. (3) A completed environmental assessment form. _ - ----- -- --- - --- - - - ---- --- ---- ------ - - -- - - -- - (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. �1 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. �l (b) The name and address of the landowner on record: �1 [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 X 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 �l to the nearest 10 seconds or closer. The error of closure shall-not 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 X feet of the subject property, indicate the distance to the nearest intersection with a public street. ---- --- -- - - - --- - - -- -- -- - - ------- (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest X tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas �l dedicated to public use within or adjoining the property. _(i) A complete outline of other existing easements, deed �l 1 Checklist for Site Plan Application Completeness Southold Planning Department restrictions or covenants applying to the property. Q) Existing zoning, including zone lines and dimensions. X (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 �1 Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, i 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, N/A escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical _features within 500 feet of the-property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the N/A site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. N/A (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and N/A aboveground utility poles and utility lines within and adjacent_to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. 4 (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping,buffering and street tree plans, including type, material, size, quantity and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, i 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 `r f I � Southold Planning Department Site Plan Pre-submission Conference Checklist / Report Project Name: C S k II KbG! Tax Map# & Location: 67585 AM M �. 1 Date: i;1k11 Attending:.- ❑ Review site plan process - brief overview Site Plan Use Determination qOcTes Cy • Bldg Dept Notice of Disapproval �� 1 f • Site Plan Completeness Review • Referrals to other agencies a SEQRA JJ1r,.1 l `v� Public hearing X • Site Plan Approval Duration {Q - j4 view applicant's proposed plans (if provided) to pointout any obvious issues or potential hurdles that might cause delays or problems with the application. { eview parking requirements 1iy ees /�W I ; , eview Site Plan Application Requirements (and potential waivers, if applicable - existing I : b ildings, agricultural site plans) ---- — Stormwater runoff prevention requirements overview eview landscape requirements, including street trees, and transitional buffers where plicable Explain the Architectural Review Commi ee review process Is the parcel on a state (Route 25) or county road (CR 48)? Discus NYSDO & SCDPW curb cut review (applicant should apply there at the same time for the efficient application process). Discuss review by Transportation Commission for sites with potential traffic issues. Review the lighting code requirements and what "shielded' light fixtures look like. i Discuss Suffolk County Health Department review (applicant should apply there at the same time for the most efficient application process). Is the parcel within a New York State Office of Parks, Recreation & Historic Preservation (http://www.oprhP.state.ny.us/nr/main.asp)? If so, archeological investigation may be 1 ` necessary. If variances are required, explain ZBA process and how the applications can be run concurrently. E If a Special Exception is required, explain how the applications can run concurrently i (similar to variances). SOUTHOLD PLANNING BOARD � SITE PLAN APPLICATION FORM DEC 17 2014 Site Plan Name and Location Southold Town Planning Board Site Plan Name: S )p J 1 pp �� �Q, 0�}� Application Date: Suffolk County Tax Map#1000-_5Q - J - 5�,3 Other SCTM#s Street Address: b 7 5 r�5 AS j D r Hamlet: ep,� Distance to nearest intersection: Type of Site Plan: V New Amended Residential Zoning District Owners/Agent Contact Information Please list name, mailing address, and ghone number or the people below: Property OwnerSnt)&S-A e, 'Ll Rkf*-, 1'017, (GeRAPb Q0e n` A�,, Street_C,!Q, L-�Ox 1-1130 Cit 1501 t}i1,© State AJ 114 Zip i l Home Telephone 631 76 5 -39Z Other 4n 1— ` 5—• GO Street CitState A) ,tp Zip J 1 ate, J Home Telephone y% Other U f Applicant's Agent or Representative: Contact Person(s)* Street City State Zip Office Telephone Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site PlanAppllcalion Forni 2/18/2010 Site Data Proposed construction type: 'V New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: q0,(OSac./sq. ft. Site Plan build-out acreage or square footage: Saoo ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? YN If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: J I /5LLq Is an application to the Southold Town Zoning Board of Appeals required? Yes/No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: List all proposed property uses: ®Z Other accessory uses: Existing lot coverage: % Proposed lot coverage: % Gross floor area of existing structure(s): sq. ft. Gross floor area of proposed structure(s):—AZO-0— Parking Space Data: #of existing spaces: #of proposed spaces: —& Loading Berth: Yes/No 1O,I'M39 tb Landscaping Details: Existing landscape coverage: % Proposed landscape coverage: o Wetlands: Is this property within 500' of a wetland area? Yes No Maybe I, the undersigned, certify that all the above information is true. Signature of Preparer Date i,q 2 Site Plan Apphcation Form 2/18/2010 Submission Without a Cover Letter Sender: ------------------------Subject: SCTM#: 1000 - j� _. 05 j Date: Comments: 2-5 S S � � I r -� > 09 1 i J APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK C-� ZART) (�� �,y����e, being duly sworn, deposes and says that he resides at in the State of New York, and that he is the owner of the above property, or that he is the of thec <'a A ra,g� Y: (-' ( 'tle) (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 Owner Signed_-- 1 (Partnei"or Corp,6r,�te U �1 Sworn to me this day of Dec o l NANCY L MESSER NOTARY PUBLIC-STATE OF NEW YORK Nota P lic No 01ME6177256 Qugllfied -in Suffolk County My Commission Expires November 13,2015 -4, 5. A short radius curve shall be provided at the corner of the intersection of Main Road and Albertson Lane to facilitate turns at the -corner and to enhance the streetscape; 6. No driveway or entrance road on ;Main Road and Albertson Lane shall be located within fifty (50) i feet of the ends of the short radius curve connecting a the right-o£-way, of Main Road with the right-of--way of Albertson Lane; 7. All storm water runoff resulting from the development and improvement of this subdivision or any of its lots shall be retained on the site by adequate drain- age structures so that it will not flow out onto the fright-of-way of Main Road; 8. In order to minimize the number of access points on Main Road and to insure that these will not be any conflicts between the points of access that are created, consideration shall be given to creating a plan indicating the placement of access for Lots 2 and 3 and the parking areas on these lots. Consi- deration shall also be given to establishing, through the creating of easements, common use of access points and parking by these lots; that is, allowing •a vehicle to pass from a parking area on one lot to I another parking area on a lot without the vehicle having Lo reenter the road; and 9. Conditions 1-8, inclusive, shall be filed as coven- ants and restrictions in the office of the County Clerk on or prior to the granting of approval to this subdivision. These covenants and restrictions can be modified only at the request of the then owner of the premises with the approval of a majority plus one of the Town Board of the Town of Southold after a public hearing. Adjoining property owners shall be entitled to notice of such public hearing but their consent to such I modification shall not be -required. I ' 10. Local Law 432-1980- The "Owner" represents and warrants that he has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing favor- able treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local law #32-1980. i [--I S�VOIDRECEIVED BY - t I IO���I�l�Pu41�G ESA rD • nark DECLARATION OP COTENANTS AND RESTRICTIONS DECLARATION made this -72 qday of May, 1988,'by JPAES MELROSE, residing at 39 Robinson Road, Greenport, New York, hereinafter called the "Owner", I WHI.:REAS, the "Owner" has title to certain land situate, lying and being at Arshamomaque, Town of Southold, County of Suffolk and State of New York, said land hereinafter being more particularly described in Schedule "A" annexed hereto; and WHEREAS, it is the intention of the "Owner" to subdivide the said premises into three (3) separate lots and the Suffolk County Planning Commission and the Southold Town Planning Board having condi- ,IST. tionally approved said minor subdivision on the condition that the 000 instant declaration be tiled; ECT. t 52.00 NOW, THEREFORE, the "Owner" hereby declares that the subject i LOCK premises as described in Schedule "A" annexed hereto shall be held and _5_o 0 conveyed subject to the following covenants and restrictions_ .OT 58,00 1. No lot shall be subdivided or its lot lines changed in any manner at any future date unless authorized by ']Aq the Town of Southold Planning Board; 2. Due to the minimum lot area requirement of the zoning classification of this property being considerably Less than the area of Lots 1, 2, and 3, each lot ` shall be made subject to a restriction that will prohibit future subdivision; 3. All driveways on Main Road shall make an angle of at least 70' and preferably 90` with the state road; G C 4. Each lot having frontage on Main-Road shall have a turnaround provision, such as a T-shaped shunt, so that a vehicle leaving a lot will not have to back I cut into the traffic stream on the road; �l �r V/- 1 FORM NO. 3Y� NO'T'ICE OF DISAPPROVAL DATE: November 5, 2014 AMENDED: December 1, 2014 TO: Soundside Landscape Inc. PO Box 770 Southold, NY 11971 Please take notice that your application dated October 27, 2014 For permit to construct a commercial building for a landscape contractor'say rd at Location of property 67575 Main Road, Greenport County Tax Map No. 1000 -Section 52 Block 5 Lot 58.3 Is returned herewith and disapproved on the following grounds: The proposed construction on this 40,659 square foot parcel in the LI Zone is not permitted pursuant to Article XV Section 280-64 A.,which states, "Structures shall be set back at least 100 feet from the right-of-way." The proposed construction notes a front yard setback of+/-59 feet. In addition the proposed construction is not permitted pursuant to Article XV Section 280-63 which states "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum rear yard setback of 70 feet. Following the proposed construction the building will have a rear yard setback of+/-21 feet. In addition the project requires site plan approval from the Southold Town PlanningBoard. Thi tcce o Disa r as am ded on December 1 2014 following the submission of a new site plan. CC: file, Z.B.A., Planning Note to Applicant: Any change or deviation to the above referenced application may require r 1 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 effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- 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 SCTw 5 a - - PROJECT NAME c Oq 1 a'D s;tya kAnd SCA g & XA)G The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. V Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification• ❑ Nature and extent of action. _a Location of action: Site acreage: [ LK) , 659 Present land use: VA.CA at o Present zoning classification: L Z 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: SO(1y) Asme (f f)A tnc (C"e'►2AQ& (b) Mailing address: 'RON tj �3LA-o I (c) Telephone number: Area Code( ) &3'j t7 g,5 -Y 5 b4 7 I (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No V 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 necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑ 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 ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ❑Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes❑ No❑ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ 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 ❑ Not 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._ ❑ Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable PREPARED BY__,�J�;7jv TITLE O DATE IVI Amended on 811105 � E Y f 617.20 Appendix B Short Environmental Assessment Form 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 information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: 50vn(0511 - S Project Location(describe,and attach a location map): SCI 1 (RA b /l)+Qn 55'x, -- 2> Brief Description of Proposed Action: CAY)S+Wd g1bk8O BvoIckI'm� 5*"9Z, 0-E 1nrA8_'AFe Name of Applicant or Sponsor: GAARA,I ^ TFE-Mail: 1phone: 631 _ 5 b i iLJ� SG Address: Aq 5 low rp_ Ci /PO: State: Zip Code: J® a A 60y, /V'a 110,171 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordin ce, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that / may be affected in the municipality and proceed to Part 2. If no,continue to question 2. I/ 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? I 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 4. Check all land uses that occur on,adjoining andnor the proposed action. C1 Urban ❑Rural(non-agriculture) f�Industrial ❑Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? 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 YES If Yes,identify: v 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO/ YES V 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: kl 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: / 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: , 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? 1/ b.Is the proposed action located in an archeological sensitive area? 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: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑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? I/ 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? ❑NO❑YES V b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: V, 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsornarne: SOl�Yl`1 1r�P '� S �Q I, C,. Date: )' &O 1 L4 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the / establishment of a Critical Environmental Area(CEA)? 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? ti 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, / waterbodies,groundwater,air quality,flora and fauna)? p/ Page 3 of 4 Y t No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage / problems? I/ 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this 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. D/ 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. a0 14 Name of Lead AgencyN Date A Print or Type Name of Responsible Officer in Lead Agency Titk of Responsible Officer Signature of R onsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 MAILING ADDRESS: PLANNING BOARD MEMBERS *0 SOUTP.O. Box 1179 DONALD J.WILCENSKI ,`QV' ��� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY QQ 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR CQ(f e� Southold,NY Telephone: 631765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: January 26, 2015 Re: Deferred Revenue The Site Plan Application referenced below has 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 Map # Amount Check Type Date/No. Soundside Landscaping, Inc. Site 12/16/14 -#9083 Plan Application Fee 1000-52-5-58.3 Soundside Lawncare & $820.00 Landscape, Inc. CK KEY MAP: ALBERTS01V'S LAIVE ' - * 77 SITE PLAN OF PROPERTY ; AT C r� �~ ° D•A•K ASSOCIATES Glc TOWN OF / rorldentd t eamiaclddedpn.enplieahp.oorrulfip .�•R!, T `}'8- rt. ads a="'e .L'..,t )I ]Q.. .1 t;F . f A' -*1 „LAME'� , Y $, .'.#r '^> s f 3 AY�lJl1:3i:..Y.�r t`P.4.�^n^ SUFFOLK COUNTY 1V Y j } 4� 506h1oY,sreet phone: (63117U-6071 � � `�`��`f�l ,._ ,r'. '•�'�"-`'. �fi� , �` t��,,,..:�` `�''� '� Westhomplon Beoch New Yak 11978 lmc (631)46-&4 1000- 52- 05- 58. WA G� M s e € '"' : s3 DeeiAto�Fl 41N�t I ehl Axocbsns LLC.%/ fiats Bid Deems Anoclabet LLC 4,- Yx�^1•t t" �f' -,'' ( a ? �., .T:(�;;`/."7,..i x,�. ,/Y„n rrrr ir..i ii•.,✓msi1�•rj;irri<r 1- �sTo < SCALE: 1 = 20 WNEmSHIP & USE OF DOCUMENTS: � �j/� 'y �•'. `�,o h,.1� } These drawingsand specifications includingthe Q ideas, design and arrangements represented /yC SEPTEMBER 78, 2074 >".r� t' therein, are She property of D.A.K. ASSOCIATES, ' LLC. No art thereof shall be co led, disclosed L. 7.5' OCTOBER 37 20741 -' " L � �. x . . � ,. p cop led, «-•"yu' + ,? to others or used in connection with any work Q F 8 N or project other than for which they have been METAL O �� prepared without written consent. BUILDING METAL \S6�` �C - , p , �-• �� ,�,. { 4.,Y , �; 0 �, AREA- 40, 659 SQ. FT. �( r� x i r �� PROJECT: (STORAGE) BUILDING ��S ' �� ' (STORAGE) 30'-0 �1 F\ 6� cT OR . 9334 ACRESLLJ p -- \ I / SOUINODSIDE O =i ESL_11.0' •NC,y �C F�i�O S so NO 4!� T'�F q/N \ JAS 2S CO ':� LA DSC I G T �` fz GRASS 5 o W / J r N f ,1POTABLE .�'' 9 111k �C WATER Lam! �, -- �. \ .��. � � � . ; , u, L_ � ��. , oU0 RFT ;144's,•- \ EEL. -- �O� ° ) PROPERTY INFORMATION: 67595 RT. 25, MAIN ROAD (� I 0.12.0' ��'/ BUISNESS LOCATION: BUISNESS CONTACT INFORMATION: GREENPORT, NEW YORK yF R y _ GRASS \ I J -- SOUNDSIDE LANDSCAPING INC. SOUNDSIDE LANDSCAPING INC. �O 9 1 [L_11.5' 67595 MAIN ROAD (RT25) PO BOX 770 \� ,� I GREENPORT, NY 11944 SOUTHO ,( NY)11971 65 5471 WORK NOTES: ^� � v PHONE 631 7 o Fill SCTM# 1000-52-05-58.3 V Q F�/ C/J O �;o CSFB / i \ �� __ �v SITE AREA = .9334 ACRES �2(g �/\ oN_C�O B(/ s L 11.0' s� (40,659 sq. ft.) co 4 �8,. / R/ NCRF/<O/,� 4 x�a �� '�F o , / �- ,�� Q / - -- TF G (TOTAL 115) PC'S LIGUSTRUM PRIVET QJ PROPERTY OWNER CONTACT INFORMATION' / / - S ' i EL. GERARD ORIENTALE �/�� �V '� �� :' NFI�i / 3� F <� 9 ,' 5' HIGH BILK CHAIN LINK FENCE W/ PRIVACY SLA S SOUTHOLDPO BOX 7NY 11971 l;'c.t O\ �� / e� 66'' / �r- _056 PHONE # (631) 765-5471 Al^ � / \ '' / UTI EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) //� F / n/ ' P SCHOOL DISTRICT GREENPORT �. �� / +ax�.o ,' (8) PC'S ZECKOVA FIRE DISTRICT GREENPORT O / / / / / QO o/ 6/ ; ,%�`�,, �� -'� ��' ADJACENT OWNERS INFORMATION: NORTH PROPERTY: REVISIONS: / V /`V O �, y,, \\,, Iv •gsp 2 QQ� SOUTH PROPERTY RATSO LLC. "7 `V /�/ q� o �a� .� CSC ACQUISITION NY, INC. _T /� �� Rt'N��He -- ' �� PO. BOX 249 P0. BOX 398 BETHPAGE, NY. 11714-0249 SCTMNP01000-52-05-58.2 SCTM# 1000-52-05-59.5 # WEST PROPERTY: SEAWAY MACHINE SHOP LLC. / " \ / 600 ROBINSON ROAD GREENPORT, NY. 11944 SCTM# 1000-52-05-58.1 O w _ 0 / O _��__ ` �' �__ ' CL.10.� �R v�q�Spyq NG\� '� <0 SO�q B � _\;;., / CL_9.5] ,qRF C,q pRC� 4 `� O Oq T/ON s�p� DISTRICT GENERAL BUISNESS', <y TEST HOLE: N.T.S. LOT SIZE (square feet 40,000 -1� LOT WIDTH feet 100 � TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE ' ( R�, C) BORING DONE ON 05/01/01 LOT DEPTH (feet) VARIABLE1502 DRAWING TITLE: 4 Ate_ \ FRONT YARD (feet) , B , �, 0 EL. 8.5' I f �� BOTH SIDE YARD feet40 �� MIXED SAND, GRAVEL REAR YARD feet �Z• ° \��' s� 1.5 LANDSCAPE AREA % 25 o LOT COVERAGE % MAX �" BROWN LOAMY SAND SM SITE PLAN /S\o ' BUILDING HEIGHT feet35 2S�- ORq , �° 3.5' NUMBER OF STORIES 0# /V/- 10 NT Ry ' �� 2 REFER TO APPROPIATE ZONE ORDINANCE �p c p�q/T,Ny/Foo / j'_"` '„_, / ,`� EL. 8.0' p- 4 O 0 _ __" Q BROWN FINE TO COARSE SAND SW LOT COVERAGE: A04 x'80 SFO �' ` �v UTI L. 5.0' TOTAL LOT SIZE: 1.07 ACRES (40,659 sq, ft.) FE 0.4'N / 0 4'W - F eqR OQ� POLE (TOTAL 115) PC'S LIGUSTRUM PRIVET NORTHERN BUILDING = 3200 sq. ft. SET: ISSUED FOR: DATE: [�--.10 Q� WATER IN PALE BROWN FINE TO COARSE SAND SW TOTAL ALLOWABLE LOT COVERAGE: 12197.7 sq/ft EL. .5' , \ v (30% TOTAL LOT COVERAGE ALLOWED) COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE LOT COVERAGE: 3200 sq. ft. or 7.87% (30% allowable) HARDSCAPE AREA: 27,266.68 sq.ft (RCA AREA, ASPHALT AREA, & CONC. AREA RC SIGN LIGHTING: q LANDSCAPE AREA: 10,177.39 sq. ft. or 25.03% (25% required) F � � �_�"�� SIGN WILL BE ILLUMINATED PARKING CRITERIA: SEAL: WITH TWO GROUND MOUNTED NORTH BUILDING AREA: 3200 sq. ft. 0 1 SPACE / 500 sq. ft. = 6.4 = 7 RAB SPOT LIGHT FIXTURES, SPACES OR 1 SPACE FOR EACH EMPLOYEE WHICHEVER IS GREATER Q QJ EACH USING (1)-100 WATT MAXIMUM LIGHT OUTPUT. TOTAL PARKING SPACES REQUIRED = 7 10 THESE UNITS WILL BE ON A PARKING SPACES PROVIDED 2 EXTERIOR + 6 INTERIOR SPACES = 8 TOTAL HANDICAP SPACES PROVIDED = 1 TIMER AND SENSOR TO SIGN DETAIL: COME ON AT DUSK AND TOTAL SPACES PROVIDED = 9 2-SIDED SIGN OFF AT DAWN. DRAINAGE & ROOF RUNOFF: SIGN TO BE CONSTRUCTED RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1,0, RCA = 0.17 G. X�1< OF AZEK MATERIAL OR LED Info V-0" DEEP POOL x 8' DIA. = 25.00 cu. ft. per vertical ft. M EQUAL TO PROVIDE A 13W 1'-0' DEEP POOL x 10' DIA. = 31.4 cu. ft. per vertical ft. RCA O �� MAINTENANCE FREE SIGN Watts: _ Color Temp: 4000K (Neutral) 1.0'N °�� 7-6• Color Accuracy: 87 CRI NORTH BUILDING ROOF = 3321 sq. ft. JAMES DEERKOSKI, PE. O� \(j� ' L70 Lifespan: 100,000 = .166667 x (3321)(1.0) Professional Engineer S � -6• LM79 Lumens: 505 = 553.51 / 31.4 cu. ft. = 17.63 vertical feet DATE: C� �Jc Gj Efficacy: 33 LPW PROJECT OCTOBER 31 , 2014 �0 GQ (6) 10' DIA. x 3' DEEP POOLS REQUIRED P GJ \ ` \� O� Driver Info 120' OF FRENCH DRAIN AS NOTED 974-2014 GCJG Z ` � ,� / ��,0 F�S (8) PC'S ZECKOVA 3°�S'G"W'TM Type: Constant Current _-- DRAWN B BDK \ • ,� SOUNDSIDE PAINTED WHITE � '� 120V: 0.13A ASPHALT AREA "A" CHECKED BY: Q T- 6 208V: 0.08A = 4,940 sq. ft. JJD \G� P�� �� P o LANDSCAPING 7 WOOD CARVED SIGN 240V: 0.07A _ .166667 x (4,940)(1.0) 6HLEi NUMBER: X02 P C)0 \S \\A �� UTIL. J� I 3 WITH RAISED LETTERS Input Watts: o5W A - 823.34 / 31.4 cu. ft. = 26.22 vertical feet 3• INC. 9 '\� Pg\ � \� POLE �v � 67595 RT.25,MAIN ROAD STREET NUMBER Efficiency: 85% (8) 10' DIA. x 3.5' DEEP POOLS REQUIRED G \�� (3) PC'S THUJA GREEN GIANT QJ o �� GREENPORT,NEWYORK 5 P (631)-765-5471 w000SIGNWFrH �h� \ = 21,204 sq. ft. \ � G \ � � � � RCA AREA B' P O � O �� PAINITDEEDW�HITE�BOTTOM �. = .166667 x (21,204)(0.17)_ = 600.78 / 31.4 cu. ft. = 19.13 vertical feet Q- 21021SP- 1 EL. 11.5' cJ w/ (10) 10' DIA. x 2.0' DEEP POOLS REQUIRED =20 VF RAB HBLPD 13NW OR ® = REBAR SIDNuaHT ® RAB HBLED13NW 165' OF FRENCH DRAIN AS NOTED PROPOSED ELEVA TION AIL^x.� ___ SITE PLAN DISCLOSURE: SITE PLAN DISCLOSURE: ® Inspection Cover CONTOUR LINE AND ELEVATION ARE DOB NUMBER: 1 OF 1 EXISTING ELEVA TION - - - _- - - - REFERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC TOPOGRAPHIC MAP. SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. ©D•A L AWIM IES ILC KEY MAP: .- - •, t: .e . : ,. _ -�s`.rrT4P'+m�„�'r.rtlr.-^q- ^='Fr.'r�'..,..::..� "d. *' £':. ::...,ry;; .11,. ,�'-.�-`.'.- `.h,'r p •fir-":_.;::- ..i+� '�,;.,. ,.y..._... p ,_••, _ SITE' PLANT OF PROPERTY - d rW � p MAX. C.to 4� " n? F ' a kis r•T •4 f'' < b 1!2 A T GREENPORT GRADE O` 4 t " D A K ASSOCIATES I T C .. . ...., ."'+' "" Raldentd a cartrnacU dedp ergha rtV corminN 1. r -zr�+�r.,. rtI it �� TO WAT Off' SOUTHOLD .���� � { :�:�� x. .� h � Y � :s JT•`t ' b j .. _ c Steel 16311767-6071 8"MIN. -� SUFFOLK COUNTY 101: Y xt. �..;...0 ,� r R c. 'r�S 1 R ', ? -6071 ". 3. .fir ;= rx u >, $�?` r .. „'' ' ! '` e 1 _ -. TM A , �. x i 690CIL be 1691)466.3354 Eft Y r New Yak 11918 1000- 52- 05- 58. 3 t F P ' " ;x` q � .re DeeAmollNmaKehlAesoebMsllC. �, ► } , a f EW Daft Awockrms, {'�'/ '.,c:.a•. 1� '`•! �r 1` PERSPECTIVE VIEW9WNERSHIP & USE OF DOCUMENTS: f 3� a l ri ,or These drawings and specifications including the q Q 7 tS s r 1 �. . r SEP TEMBER l U 2014 f �, ?� •�" ` a� c " ideas, design and arrangements represented ' " ?'`:" / a ;� therein, are the property of D.A.K. ASSOCIATES, OCTOBER 51, 2074 LLC. No part thereof shall be copied, disclosed 36 MINIMUM 2 x 2 r . R}, k TeX 3 to others or used in connection with any work .< FENCE POST 1 ' "" .��' = or project other than for which they have been r• x .'i.`;x• Q , zjprepared without written consent. WOVEN WIRE FENCE �j T k .k `' y � . ` �+; AREA- 4 0 659 SQ. 1 1 . � 5 PROJECT: (6 x 6 ' 10110 WWF) 7 a x Z OR . 9384 ACRES � �. _ k ; FILTER CLOTH SOUNDSIDE OPE N s LmimDSC FIG EMBED FILTER CLOTH OF ` MIN. 6" INTO GROUND ZRE 3 ~ ,�r, ,.ham '' it m' 1a� ti w_ f��' '�r "b� '�' ",� _rte,..,. � -•� I C NOTE: ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: PROPERTY INFORMATION: 67595 RT. 25, MAIN ROAD MAXIMUM DRAINAGE AREA ADA NOTES AND SPECIFICATIONS BUISNESS LOCATION: BUISNESS CONTACT INFORMATION: GREENPORT, NEW YORK 1/2 ACRE / 100 LINEAR FEET THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND SITE DESCRIPTION SOUNDSIDE LANDSCAPING INC. SOUNDSIDE LANDSCAPING INC. RAMPS ARE TO CONFORM TO ICC/ANSI A117.1-1998 67595 MAIN ROAD (RT25) PO BOX 770 THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: GREENPORT, NY 11944 SOUTHOLD, NY 11971 WORK NOTES: SECTION DETAIL ADA PARKING NOTES PHONE # (631) 765-5471 ADA PARKING TO BE MIN, OF 10'-0" WIDE BY 20'-0" LONG AND (1) CHANGE GRADE TO PROVIDE ADEQUATE PITCH FOR RUN-OFF. SCTM# 1000-52-05-58.3 SILT FENCE DETAILS IDENTIFIED BY ADA PROPER SIGNAGE (2) INSTALL NEW SEPTIC SYSTEM AS PER DESIGN (3) INSTALL DRAINAGE SYSTEM FOR ASHALTED AREA. SITE AREA = .9334 ACRES .CALF Mm Will (4) CONSTRUCTION OF NEW BUILDING (40,659 sq. ft.) PROVIDE SMOOTH E" FIBERBOARD TRANSITION EXPANSION JOINT (5) INSTALL TEMPORARY HOOP STORAGE TENT FOR USE DURING CONSTRUCTION. PROPERTY OWNER CONTACT INFORMATION:SILT FENCE TO BE INSTALLED ON UPHILL SIDE OF FRENCH DRAIN TO PREVENT WITH NO LIP (6) CONSTRUCTION OF PARKING AREA GERARD ORIENTALE(7) CONSTRUCTION OF FRENCH DRAINAGE COLLECTION AND RETENTION SYSTEMS TO PO BOX 770 CONTAMINATION OF FRENCH DRAIN SYSTEMA DURING CONSTRUCTION. RAMP AT 1:12 SOUTHOLD, NY 11971 TRUNCATED DOME MAX. SLOPE � RECHARGE THE RUNOFF FROM A 2" RAINFALL. PHONE � (631) 765-5471 DETECTABLE (8) INSTALLATION OF NECESSARY PUBLIC UTILITIES WARNING RAMP MIN. WIDTH 5-0" EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) c� MAX. SLOPE 1: 10 ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. SCHOOL DISTRICT GREENPORT FRENCH DRAIN D ETA I L _ FIRE DISTRICT GREENPORT NOTE:WIDTHS OF FRENCH DRAINS VARY BUT I So' MIN. - -,- - =r-'- BUT SUFFICIENT TO KEEP J• J•' J•'�J•' THE DEPTH OF THE FRENCH WILL REMAIN AT 3'-6" SEDIMENT ON SITE z ADJACENT OWNERS INFORMATION: 6' FENCE NOTE:NUMBER OF 4"ADS PIPES IN EACH FRENCH I HAY BAIL AND/OR 4" MIN. COMPACTED SILT FENCING SOUTH PROPERTY NORTH PROPERTY: REVISIONS: DRAIN TO VARY.(SEE BELOW) ' GRAVEL BASE CSC ACQUISITION NY. INC. RATSO LLC. N.T.S. 6 x 6 WWM AT MID DEPTH GENERAL SEQUENCE OF SITE ACTIVITIES: Po. BOX 249 P0. BOX 398 BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 ' I SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 BLIT PENCE -\ a:':'.,'.::::: :F'': o ADA RAMP DETAIL (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE 1- O - IT DE EROSION N.T S. SITE TO PROVI CONTROL. L. WEST ES PROPERTY: B z. (3) ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF 0N SITE SEAWAY MACHINE SHOP LLC. � OW ,tl'* , - Z- a C7 600 ROBINSON ROAD D0 ALL TOPSOIL AND BACK FILL IS BE STOCK PILED AWAY FROM WATER AND� sNouLDRAREA4 GREENPORT,TYPICAL - 0 NY 11944 COVERED WITH TARPS TO PREVENT RUNOFF. SCTM#CV 1 000 - w 52 05 58.1 5 INSTA ELATIONRYW F 0 D ELLS STORM DRAINS AI S DURIN N G CONSTRUCTION- A � 0F BUILDINGS. THIS I SURB PAVEMENT DETAIL: EKMIMO RICA IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED SIMACGQ SLOPE 1 33 AND TO INSURE MAXIMUM CONTAINMENT. SANITARY: II II D E o u :., RM 0.5' (6) INSTALLATION OF ANY UTILITIES REQUIRED. yy1� No=&AM QMVEL 611 (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT GENERAL NOTES: CONSTRUCTION ENTRANCE - FOUNDATION OF COM ACTED 1. TO BE IN COMPLIANCE WITH THE SCDHS WASTEWATER 1 .0' RUNOFF AND STORM DRAIN CONTAMINATION. 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FINISH � R= 1 - 1/2" MANGEM ENT REGULATIONS. FILL To18" (Min.) ABOVE EXISTING CRADE FOR DRA NAGE. GRADE (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. FITERCLOTN (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. 2. ALL DRAINAGE AND WORK IS TO MEET STATE & LOCAL CODE. UNEXCAVATED 2" WEARING 3. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED DRAWING TITLE: (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS IIIA am PLAN VIEW COUR EROWN"AM AND(SM) _ (1 1) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. _ ` p�R AM PERFORATED I E p� (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. ALLOWABLE SANITARY FLOW (D(DENSITY):1W '� 6" STABILIZED GROUNDWATER MANAGEMENT ZONE IV 60 UIIIII 3.5' R 0 A D I EXIST NG GRADE SOIL BASE ALLOWABLE FOR SITE WITH PUBLIC WATER 600 GPD PER =il = =um ACRE JW=111111W= FRENCH DRAIN DETAIL SAND AND = GENERAL NOTES ar..WM CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SROVM FINE TO COARSE BAM(SM HAY BAIL AND/OR I 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. GRAVEL BASE 600 GPD / ACRE x .9334 ACRES = 560.04 GPD ALLOWABLE 5.0' SILT FENCING FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. GENERAL POLLUTION CONTROL MEASURES: �_J SEWAGE DISPOSAL DESIGN CALCULATIONS: WATCR N BROWN FINE TO COARSE SAND(SMI CROSS SECTION CURB & PAVEMENT DETAIL AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION 1 1.0' TEMPORARY CONSTRUCTION ENTRANCE N.T.S. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT NORTH BUILDING: CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE SCALE:N11% STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. DRY STORAGE: 3200 sq. ft @ .03 GPD. = 96.00 GPD SET: ISSUED FOR: DATE: Northern French Drain dimensions are as follows: TOTAL REQUIRED FLOW FOR NORTH BUILDING = 96.00 GPD. SEPTIC DETAIL: (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE The 80 foot long by 3 foot wide Northern leg of french drain PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS runs East to West along the Northern property line and then TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. continues in a Southerly direction along the Western property (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A SEPTIC TANK REQUIRED FOR NORTH BUILDING line for 40 feet by 4' wide. This drain is to contain 12 lenghts MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE 96 GPD (USE MIN. SYSTEMx 2 DAYS = 192 GALLONS EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE PROVIDE A 1200 GAL SEPTIC TANK MIN. of 4 ADS perforated pipe, (3 wide x 4 high pattern). SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL This French Drain is to be lined with filter cloth to insure sediment CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL (1) 8'-0" DIA. x 5'-0" HIGH SEPTIC TANK will not infiltrate the gravel and reduce the efficiency of the ROUND SEPTIC TANK CONSERVATION SERVICE RECOMMENDATION). (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS SEAL: system. All 4" corrigated and perforated pipes are to be installed N.T.S. (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS on a 4" bed of gravel at the base of the trench. MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE LEACHING POOLS REQUIRED: DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH GROUND COVER. 96 GPD / 1 .5 = 64 GPD / 31.4 GAL/ LFT. = 2.04 LIN. FT. Each 6" corrigated and perforated pipes from the gutter leaders at the corners of the building are to be connected to a min, of (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. (2)4" ADS pipes (seperate runs) in the French Drain system. o o ELEV. ARE BASED ON SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF 300 TEST HOLE ELEVATION SQ.FT. / 31.4 SQ.FT. / LIN. FT = 9.55 LIN FT The depth of the French Drain will insure the that the bottom THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. of the system will be at the level of the Brown coarse to fine (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO sand as well as below the frost line giving us the max PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO TOTAL OF (3) 10' DIA. X 4' DEEP LEECHING POOLS ARE TO BE USED permability rate. REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND CAST IRON FRAME AND COVER TO GRADE ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN. OF 6" OF The French Drain will then be filled with Gravel to @ 6" below CRUSHED STONE. BUILDING & SECURITY LIGHTING: JAMES DEERKOSKI, PE. the final grade and the filter cloth will then be overlapped FINISHED GRADE LOCKINGCASTING TO GRADE (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL GRADE ELEV. 12.5' LOCKING CASTING TO GRADE Professional Engineer across the top of the gravel and covered with 6 of clean sand INLET LINE FINISHED GRADE 11,67' REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE to create the shoulder area. CHIMNEY MINA DIA PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND DATE: 24" 1' MIN. 24" 2400 PIPE OR -E SCREENING. OCTOBER 31 , 2014 8" TRAFFIC BEARING SLAB 2' MAX. ELEV. 11.5' LOCATE DROP "T" 20' EQUIVALENT i' MIN. TOP _ f ELEV. 10.83' UNDER ACCESS PITCHED 1/8" 2' MAX, (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. PROJECT NO: IE. 10.73' OPENING FOR PER FOOT ( ) D.A.K. ASSOCIATES LLC. AND ITS 974-2014 Southern French Drain dimensions are as follows: ILEI !. 6' MAINTENANCE " MIN, traffic cover 8 ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL MIN. 4" DIA INLET IE. 10.33' 6' 6' 000 ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY MEMBERS ARE NOT RESPONSIBLE FOR SAFETY DRAWN BY: 2400 PIPE OR MIN. 4" DIA IE. 9.83' MIN. 4" DIA. 10.7' IE. 9.5'~ 0 0� STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. BDK The 100 foot long by 4 foot wide Western leg of french drain EQUIVALENT 2400 PIPE OR 14' 18' APPROVED MAX. E pa PIPE PITCHED i � 9 MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN CHECKED BY: runs North to South along the Western property line and then PITCHED 1/4" EQUIVALENT �_ p 0E o ( ) JJD PER FOOT PITCHED 1/4" e' 1/8" FT. In BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172 continues in an Easterly direction along the Southern property 4' EFFECTI ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY PER FOOT V�� vI 3' MIN. 3' MIN. v> line for 65 feet by 4 foot wide. This drain is to contain 20 lenghts DEPTH o 4' EFFECTIVE o AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION NUMBER: of 4" perforated ADS pipe, (5 wide x 4 high pattern). FLOW LINE 5 DEPTH � CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF UJ UJ SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND This French Drain is to be 4 feet wide and 3'-6" feet deep and �4"MIN. 10'--0" DIA. REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO NOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON lined with filter cloth to insure sediment will not infiltrate the I 8'-0"DIAMETER I THE BUILDING WHICH WILL BE WIRED TO MOTION SENSORS. THESE LIGHTS WILL gravel and reduce the efficiency of the system. All 4" corrigated ELEV. 6.5' BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE and perforated pipe are to be installed on a 4" bed of ��3 FT. MI . ABOVE GROUND WATER PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION REMAIN ON FOR A MAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO P p PjTO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH LIGHTS WILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN gravel at the base of the trench. ELEV. 3.5' The depth of the French Drain will insure the that the bottom BACKFILLBEC EANIAL TO CONTINUOUSLY. PERMIT) GN- 1 of the system will be at the level of the Brown coarse to fine SAND, AND GRAVEL. N N.AI VIRGINESTRA AN OF THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED sand as well as below the frost line giving us the max 1,200 GALLON CYLINDRICAL SEPTIC TANK DETAIL LEACHING POOL DETAIL SAND AND GRAVEL THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION FIXTURES. FIXTURES ARE TO MOUNTED INSIDE THE UNDER SIDE OF THE SOFFITS permability rate. N.T.S. N.T.S. REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO (WHITE). THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING The French Drain will then be filled with Gravel to © 6" below THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL DURING HOURS OF OPERATION AND WILL BE ON A TIMER, the final grade and the filter cloth will then be overlapped MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY across the top of the gravel and covered with 6" of clean sand DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE to create the shoulder area. ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT. DOB NUMBER: 1 OF 1 C D-A.B ASSOQA'IFS, II.0 Ir r SOU THOLD PLANNING BOARD -P hn SITE PLAN APPLICATION FORM EDEC 1'7 2014 Site Plan Name and Location Southold MownPlanning Board Site Plan Name: Application Date: Suffolk County Tax Map#1000-�_- �J - ►3 Other SCTM#s Street Address: 051-15 /h$jn ql & Hamlet: Gzeaw1(dp5 Distance to nearest intersection: Type of Site Plan: V New Amended_Residential Zoning District Owners/Agent Contact Information Please list name, mailing address, andphone number or the people below: Property Owner 5C>�>�1S kj '14YlOG:�' 2� i Streetf�oy '30 City--so, State Aj+t4 Zip 1 J Q Home Telephone63 -76 Other _63)—NS- 5-01 Applicant P�VtA3Lb Street _ 0104G 40ZJ S',� /A n!e, (Q-0, SOX qT?n City SOV ko la State ,V Zip Home Telephone Other 631 F; Applicant's Agent or Representative: Contact Person(s)* Street City State Zip Office Telephone Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/18/2010 Site Data Proposed construction type: V/ New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 0,(o ac./sq. ft. Site Plan build-out acreage or square footage: 3aMac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Does the parcels) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Y_N_ If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: _! / Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes_& No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: List all proposed property uses: 54nmqz jAn , C rae�13uwp p,��IJ 85 A)kdAf s Other accessory uses: Existing lot coverage: % Proposed lot coverage: / , g7 Gross floor area of existing structure(s): sq. ft. Gross floor area of proposed structure(s):_ O 4b Parking Space Data: #of existing spaces: #of proposed spaces: --&- Loading Berth: Yes_Z No 10,rX7.39 1� Landscaping Details: Existing landscape coverage: % Proposed landscape coverage: o Wetlands: Is this property within 500' of a wetland area? Yes No—/-Maybe I, the undersigned, certify that all the above information is true. 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(!11-1 " il» to P•00.o 0.0 0.0 ` i I --°~ �� MAR 0 G 2015 0.0 0.0 0.0 0.0 0. o: o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _� r, � - i 0.60.0 0.0 0.0 s0UtI ;U-1 T Scale: 1 inch- 20 Ft._ Scale: as noted Lighting Design Disclaimer Y Prepared For: Job Name. s dsc pe The Lighting Analysis,ezLayout,Energy Analysis and/or Visual Simulation("Lighting Design") provided b RAB Lighting Inc.("RAB")represents an anticipated prediction of lighting system performance h� Soundside Landscape Date:3/4/2015 g y g g p p p g g y based upon design parameters and information supplied b others.These design parameters and information provided b others have not been field verified b RAB and therefore actual measured Damin Sales Greenport, NY p g p pp Y g p p Y Y results may vary from the actual field conditions.RAB recommends that design parameters and other information be field verified to reduce variation.RAB neither warranties,either implied or stated ` 28 Brunswick Avenue b R Filename: Soundside Landscape 030415C.AG1 g g energy p p v Lighting g p p with regard to actual measured light levels or ener consumption levels as compared to those illustrated b the Li htin Design.RAB neither warranties,either implied or stated,nor represents the GH T I G Edison, NJ 08817-0377 Lighting Layout appropriateness,completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on Version C drawings created and submitted by RAB.The Lighting design is issued,in whole or in part,as advisory documents for informational purposes and is not intended for construction nor as being part of a r�>�e Clt� th�{ale N� X747 Drawn By:Shaun Fillion, LC project's construction documentation package. 170 Ludlow Ave � 800 722 - 1000 R A E���E R.C C�M - - - - ---.- -- Filename: \\RAB-STORAGE-1\Docs\Sales\Applications Engineering\Job Files\D\Damin Sales\REVCO Electric\Southampton 102877\Soundside Landscape\Working Files\AGI\Soundside Landscape 030415C.AG1 Calculation Summary Label CalcType Units Avg i Max Min Avg/Min- Max/Min Description PtS cLr PtS cTb Meter Type -- - -- -- -- g -- -- - - - -- - -- - -- , p - - --- p p Yp- - Pro Property Line Fenc Illuminance _ Fc 0.00 ! 0.0 0.0 N .A. N .A. Readings taken at 0-'--O"---AFG 5 N .A. Horizontal p Y -- - - - - -- - - --- - -- -- ----- --- --- -- - --- - ---Property Line Li h Illuminance Fc 0.00 0.0 0.0 N .A. N .A. Readings taken at 0'-0" AFG 5 5 Horizontal p Y g i Soundside Site �Illuminance__ _ - Fc 0. 10 1 .3 0.0 N .A. N .A. Readings taken at 0'-0" AFG 5 5 Horizontal Soundside Perlmete ! Illuminance Fc _ 1 0.29 1 .3 � � 0.0 ; N .A. � N .A. -_ Readings taken at -0'-0" --- ----- ------ ---- - Luminaire Schedule r -- -- _ ---_-- - --_ - - --- -- ------ ----- - - --- -Arrangement----- -- - --- Lum. Lumens Arr. Lum. Lumens � LLF Description Lum. Watts Arr. Watts___- -Total Watts -�- --Filen - - - - - -- - -- -- / -- - Ta Label S mbol Qtame Y 11 155 155 1 .000 SLED5N 5. 19 5. 19 51 .9 SLED - - 10 C - � SLED5N SINGLE --_ 5N Neutral ITL67886. I ES Expanded Luminaire Location Summa777 ry , p 777777, , i n Tilt T HT Orient t N Ta X Y M G r L m o u .. -.. - . ' 7.5 91 .011 0 1 7.3 3 1 C 92. 257 15 : I � 7 155.837 7. 5 91 0 11 6 3. 2 79 :r , 2 C , , 1 0 „ 5 .60 , 2.44 2 9 39 09 14 _ 3 C 99. = , , t , ^ i 1 1 .55 0 12 8 138. 129 7 4 C 5 73 0 . , , 7.853 114.686 12 181 .55 0 5 C 5 � .. , - .601 0 359 , 77 115.07 . 100 � 6 C .; I , 59.015 91 .517 12 181 .55 0 , C 7 _ 4 , , , 0 359.601 ^ 7.7 4 9 � - 8 9 08 1 2, - - 0 I : ,t 8 CkN e c• i, n A d 1: ! 2 272.998 0 1 . 7 . 136 74 5 95.3 9 C , , t i- .Y o , 74. 7 1 2 272.998 .�� 66 .4 51 09 C , 1 - i 0 ,r I , „ , T ss+r t$ k } Total Quantity: 10 , - Q '.T.. .2 3. LED N S 5 - B tI , v., - , , , v. _ n K . : F + a. Y - `x , , , ` x �7. t' ' J 4 y NOTES: `i C r t' LLD only lam lumen depreciation ` variables o r f man The light loss factor (L LF) i5 a product o p p (LLD) Y Y k' 9 ( a i lu lated results unless otherwise noted. The LLD as the result (quotient) f lied to the calculated� been a has e „F. pp , # , + " } n� specifications. f can lumens / initial lumens per lam manufacturers' o m a.. Sa „ � k , 7:� •t1' P J'. f ' k y P 5. a 1' g i . r i r e f , d either for lanes of calculation a the '- �. � � � ", ' . .. - �� `� ' - �= '�•' n footcandles are the redacted results o values shown _ Illumination a l l u m .,. E._..,.. ,,. p f ( 3 $ -t �i vv 1 ry i _ s( t• l a � C' 3C F t= 4, 3 ,4 t rorientation is normal •f mma Mete _ calculation summary. ,t inclined as designated Hated in the cr horizontal,I ver-tica I or n 9 ry. to the plane of calculation. * The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc. * Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. MAR Q 6 2015 * RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. Southc',:i T.,. Patents issued or pending apply. ( PiannirC and -� Prepared For b Lighting Design Disclaimer { e Jo Name: � Scale: Soundside Landscape ,� tt p L�ate-3/4/2015The Lighting Analysis,ezLayout,Energy Analysis and/or Visual Simulation ( Lighting Design ) provided by RAB Lighting Inc.( RAB ) represents an anticipated prediction of lighting system performance Gree port, NYbased upon design parameters and information supplied by others.These design parameters and information provided by others have not been field verified by RAB and therefore actual measured ` 28Damin a es n --- - - ------ -- - -- results may vary from the actual field conditions.RAB recommends that design parameters and other information be field verified to reduce variation.RAB neither warranties,either implied or stated Brunswick Avenue with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.RAB neither warranties,either implied or stated,nor represents the Filename: Soundside Landscape 030415C.AG1 H '�(� Edison NJ 08817-0377 Lighting n Layout appropriateness,com leteness or suitability of the Lighting Design intent as compliant with an applicable regulatory code requirements with the exception of those specifically stated on � .� 1 I 1 G ' � g Y ---------- - ---- - -- ---- p tY 9 9 9 p� Y PP� 9 rY q p P Y Version C drawings created and submitted by RAB.The Lighting design is issued,in whole or in part,as advisory documents for informational purposes and is not intended for construction nor as being part of a 170 Ludlow Avenue, Northvale, NJ 0764 I Drawn By:Shaun Fillion, LC project's construction documentation package. 800 722 - 1000 R A B W E B.C C N1 � -- --- -- ---- - --- -- --- --- - --- Filename: \\RAB-STORAG E-1\Docs\Sales\Applications Engineering\Job Files\D\Damin Sales\REVCO Electric\Southampton 102877\Soundside Landscape\Working Files\AGI\Soundside Landscape 030415C.AG1 z IOU' 4-0 U) pCD ,— •� O CO 4-a I(3 O . . 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N CD 4- cL'^ �+ i-- '^ p ■.� R 0 (D 4--- L �/J V -E-+ E' �' L dJ y- U �' L) 6�i E ® d• U ♦ [- E�.' .� .f U ' L I G H T I N G Technical Specifications (continlued) Custom Patents : Equivalency: The design of the SLED Lights are protected by U.S. The SLED5 is Equivalent in delivered lumens to a 13W Pat. 612,975, Canada Pat. 133101 , and China Pat. CFL or 60W incandescent step light. ZL201030129140. 1 . Dimensions Features lip 5 Watt, High output LED _ 100,000 hour life Superior heat sinking with die cast aluminum housing F •• tiL �E 4Y. Meets ADA Requirements Junction Box Not Included 12 .7 _� p�4 a��r• ..^y...,.,......,.,,,n�.�.�......,..,,..�..m„�.,...,n.,..w..,-..RYA- .,.gym..� ��f� �i�[4 ..,.., ,,,.........,A..,• ,..,y. vim..},n. yx... �w„�.�..- �. .y 7_L1 c ^` 155-11 TP MAR 0 G 2015 U Sn 'hai�F Town Fining Eaa,d Need help? 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Job Name: Scale:as noted Lighting Design Dadalmer f Soundside Landscape The Lighting Analysis,uLayout,Energy Analysis and/or Visual Simulation('Lighting Design')provided by RAD Lighting Inc rRAB')represents an anticipated prediction of lighting system performance Date:3/4/2015 based upon design parameters and information supplied others These design parameters and Information provided b others have not been field verified RAB and therefore actual measured Damin Sales Greenport,NY _ P 9 pa pp sr B P� P y �r 28 Brunswick Avenue results may vary from the actual field conditions RAB recommends that design parameters and other Information be field venfied to reduce variation RAB neither warranties,either implied or stated „H T I' N G Edison, w 08817-0377 Lighting Layout Filename:Soundside Landscape 030415C AGI with regard to actual measured light levels or energy consumption levels as compared to those Illustrated by the Lighting Design RAB neither warranties,either Implied or stated,nor represents the g g y appropriateness,completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception ofthose specifically stated on Version C drawings created and submitted by RAB The Lighting design is Issued,in whole or in part,as advisory documents for informational purposes and is not Intended for construction nor as being pan ofa 170 Ludlow Avenue,Northvale,NJ 07647' Drawn By Shaun Fillion,LC project's construction documentation package 800 722-1000 • RABWEB:COM Filename\\RAB-STORAGE-1\DocslSales\Applicabons EngineeringUob Files\MDamin Sales\REVCO Electnc\Southampton 102877\Soundside Landscape\Working FIIesV1Gl\Soundside Landscap 030415CAGI Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Property Line Fenc Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readings taken at 0'-0"AFG 5 N.A. Horizontal ` Property Line Ligh Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Readings taken at 0'-0"AFG 5 5 Horizontal Soundside Site Illuminance Fc 0.10 1.3 0.0 N.A. N.A. Readings taken at 0'-0"AFG 5 5 Horizontal Soundside Perimete Illuminance Fc 0.29 1.3 0.0 1 N.A. I N.A. Readings taken at-0'-0"AFG Luminaire Schedule Symbol Qty Tag Label Arrangement Lum. Lumens Arr. Lum. Lumens LLFDescription Lum. Watts Arr. Watts Total Watts Filename 10 C SLED5N SINGLE 155 155 1.000 SLED5N 5.19 5.19 51.9 SLED5N-Neutral - ITL67886.IES Expanded Luminaire Location Summary LumNoi Tag X Y MTG HT Orient Tilt 1 C 92.257 157.313 7.5 91.011 0 2 C 63.279 155.837 7.5 91.011 0 3 C 99.709 142.442 9 359.601 0 4 C 57.307 138.129 12 181.55 0 5 C 57.853 114.686 12 181.55 0 6 C 100.877 115.077 9 359.601 0 7 C 59.015 91.517 12 181.55 0 8 C 102.08 87.794 9 359.601 0 9 C 95.374 75.136 12 272.998 0 10 C 66.451 74.097 12 272.998 0 Total Quantity: 10 y>'^r� <}.1'� ns•':t` �'�' _ -.t„-,'F:';; '��~ '{�. -�-!f"":i u -e•_'s4'" ` ,'4,y lop:Ri�^,`�'u.�1M,K' SLED5N ,' ^'�"�`^-``��!ft;: -^"`,µ,.iy��j,"I�y�4ir„';c, ,rzf.::�,y:r •.�:;; jb'-���•'•tn�l Vy^„'t`,fit ati i '. 4 3'a y;f".arj;''s^"?6�'! •,`_ r,:;<t,r_ yam+ JK�'< E `.:}�. ..",..n'l: s�z _` .t',- Y�„e t�i��`- .',io-l``°;•�:” � "^I r. `r '�, - cwt.• �- .ai'^a._s',Ju^4%',�i� ,t��i:;f taxi„ �' 'x i S •'r:,.:i,;;> "': �-'v�,',,";LM �.r,�'Kr_.�-`,�y'g =r""*r.= NOTES *The light loss factor(LLF)is a product of many variables,only lamp lumen depreciation(LLD) has been applied to the calculated results unless otherwise noted The LLD is the result(quotient) of mean lumens/Initial lumens per lamp manufacturers'specifications *Illumination values shown(In footcandles)are the predicted results for planes of calculation either horizontal,vertical or inclined as designated in the calculation summary Meter orientation Is normal to the plane of calculation. *The calculated results of this lighting simulation represent an anticipated prediction of system performance D , Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc *Mounting height determination is job site specific,our lighting simulations assume a mounting height pq fl AR p ® � 2015 (Insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling mounted luminaires MAR and at the bottom of the symbol for all other luminaire mounting configurations *RAB Lighting Inc luminaire and product designs are protected under U S.and International Intellectual property laws Southold Town Patents Issued or pending apply Planning Board ° Prepared For, Job Name: Scale:N.T.S. lighting Design Disclaimer Soundside Landscape The Lighting Analysis,eriayout,Energy Analysis and/or Visual Simulation Design')provided by RAS Lighting Inc('RAS')represents an antidpated prediction of lighting system performance Damin Sales Greenport,NY Date 3/4/2015 based on design parameters and information supplied others These design p g pa pp by g parameters and Information provided by others have not been field verified by RAB and therefore actual measured 28 Brunswick Avenue results may vary from the actual Heid conditions RAS recommends that design parameters and other information be field venfled to reduce variation RAB neitherwarranties,either Implied or stated Filename:Soundside Landscape 030415C.AGI with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the lighting Design RAS neither warranties,either implied or stated,nor represents the L .1 G H T I N G Edison,NJ 08817-0377 Lighting Layout appropriateness,completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception ofthose speaSmlly stated on Version C drawings created and submitted by RAZZ Lighting design is issued,in whole or In part,as advisory documents for Informational purposes and is not intended for construction nor as being part of 170 Wdlow'Avenue,Northvale,NJ 07647 Drawn By-Shaun Fulton,LC project's construction documentation package 800 722=1000 <-' ,RABWEB.COM Filename:\\RAB-STORAGE-1\Docs\Sales%Appiications Engineenng\Job Files\D\Damin Sales\REVCO Electnc\Southampton 102877\Soundslde Landscape\Working FIIes\AGl\Soundside Landscap 030415C AGI i MAR 66 2015 Southold Town SLE®5I� LL Planning BoardPLAM LIG Project: i TYPe._�._.._-____— I SOUTHSIDE LANDSCAPING A 7. ,u° ,;,+ � � 9 Prepared By: Date: SFillion 030415 j Driver Info LED Info Type. Constant Current Watts 5W I 120V0.1A Color Temp: 4000K(Neutral) _ 3 208V• 0.06A Color Accuracy 85 CRI 240V. 0.05A L70 Lifespan 100,000 9 277V N/A LM79 Lumens: 155 Input Watts. 5W Efficacy: 30 LPW 1 Square LED Step Lights.Equivalent to 13 Watt CFL or 40 Watt incandescent.Applications Efficiency: 96% for steps,decks,landscape and entries.Meets ADA requirements 5 Year warranty. 9 Color:Bronze Weight 1 5 lbs ( - e•—s — --- --•m_-�w - - _ -- Technical Specifications Listings _ Construction _ Fixture Efficacy: l UL Listing: Finish: 30 Lumens per Watt Suitable for wet locations.Suitable for mounting within Our environmentally friendly polyester powder coatings Other 4ft.of the ground are formulated for high-durability and long-lasting Dark Sky Approved: color,and contains no VOC or toxic heavy metals. IESNA LM-79&IESNA LM-80 Testing: Thermal Management: RAB LED luminaires have been tested by an The International Dark Sky Association has approved independent laboratory in accordance with IESA LM- this product as a full cutoff,fully shielded luminaire. Integral cast aluminum mounting pad for optimum heat 79 and 80,and have received the Department of LED Characteristics sinking to ensure cool operation with maximum LED Energy"Lighting Facts"label life and light output. i k Lifespan: HID Replacement Range: Cold Weather Starting: 100,000-hour LED lifespan based on IES LM-80 The SLEDS can be used to replace 13-26W CFL or 13- results and TM-21 calculations. t The minimum starting temperature is-40°F/-40°C. 60W incandescent step lights based on delivered t {l Color Consistency: Ambient Temperature: lumens. Suitable for use in 40°C(104°F)ambient Country of Origin: t 3-step MacAdam Ellipse binning to achieve consistent temperatures. 7 fixture-to-fixture color P Designed by RAB in New Jersey and assembled in the USA b RAB's IBEW Local 3 workers. Color Temperature(Nominal CCT): Green Technology: y 4000K Mercury,Arsenic and UV free. Buy American Act Compliant: Housing: This product is a COTS item manufactured in the Color Accuracy: United States,and is compliant with the Buy American 85 CRI Precision die cast aluminum housing and mounting Act. plate(junction box not included). Electrical Gasket: Recovery Act(ARRA)Compliant: ` Voltage: High temperature silicone. This product complies with the 52.225-21"Required 9 P Use of American Iron,Steel,and Manufactured 10oV-240V. For use on LEED Buildings: Goods—Buy American Act—Construction Materials Driver: (October 2010). IDA Dark Sky Approval means that this fixture can be ' 4W high output long life LED Driver Constant Current, used to achieve LEED Credits for Light Pollution Trade Agreements Act Compliant: f Class 2,50-60 Hz,100-240 VAC 0.18 amps Reduction This product is a COTS item manufactured in the t Surge Protection' Optical United States,and is compliant with the Trade Agreements Act. 1000 Volts Lumen Maintenance: j GSA Schedule: The LED will deliver 70%of its initial lumens at I 100,000 hours of operation. Suitable in accordance with FAR Subpart 25.4 Need help?Tech help line 888 RAB-1000 Email sales@rabweb.com Website.www.rabweb.com Page 1 of 2 Copyright @ 2014 RAB Lighting Inc All Rights Reserved Note,Specifications are subject to change at any time without notice EMAR 6 2015 PIAB SLEM Southold Town L I G H T F N G ---Planning-Board-------- Technical Specifications (continued) F 1 custom Patents: i Equivalency: The design of the SLED Lights are protected by U.S The SLED5 is Equivalent in delivered lumens to a 13W Pat 612,975,Canada Pat 133101,and China Pat. CFL or 60W incandescent step light ZL201030129140.1. F ,9 Dimensions Features f 51, _ E 5 Watt,High output LED S 12.7 crnr 100,000 hour life 1 Superior heat sinking with die cast aluminum housing y Meets ADA Requirements _ u F Junction Box Not Included e Sn 12.7 cm I I i R I 4 l i l 3u I i w i 7.6 CM i 1 ++ I f Need help?Tech help line 888 RAB-1000 Email.sales@rabweb.com Website www.rabweb.com Page 2 of 2 Copyright @ 2014 RAB Lighting Inc.All Rights Reserved Note*Specifications are subject to change at any time without notice . T- SIGN LIGHTING: SIGN DETAIL: 2-SIDED SIGN SIGN TO BE CONSTRUCTED OF AZEK MATERIAL OR EQUAL TO PROVIDE A 101-6" MAINTENANCE FREE SIGN. --6f-6" RAB LIGHTING GN1LED13NRACB RAB LIGHTING GNlLED13NRACB LEAD COATED COPPER CAP 2"THICK BLUESTONE 8"WOOD BEAM 2"THICK BLUESTONE 2"THICK BLUESTONE v � � .RF DR nd' � 5 FO Cn 3ff ic f / -STREET NUMBERLandscaping -70 f -7 -7 c� � \ (631)-765-54710 \� \ NATURAL BIRCH WOOD CARVED SIGN STONE COLUMNWOOD COLOR WITH BACKGROUND 2-SIDEDOHUNG AND UTED ERS, io.i�. i0 i STABLIZED WITH CHAIN / / \ �� �0- -� ' ' GRADE - I f n n f » 2-0 n f n " f 1 2-0 3 2-10 2-10 3 ' JAN 15 20'5 j Southold Town 2 C/)1c ' `t 6, r �I 180 173. 76 1 C"j FENCE v 5--05 05___04 03`` 0, O1 O r� 01 011/ 03 OS 07 --09--09 --09 8. 09 'll 17 1A .OB OS '02101 tI V I o, /02 'A—i o��6 20 - 4—=ro-Tu 'r o9 p g ;oz o, I{ I � Q O1 / 03 /06 , 13 -Pr 37 35 23 1A' 30 41 34 20 ll 0 03 .1-60-------i I 01 OS O4� 07 14 3A 50 19 3] 62 46 26 14 1 0 04 OZ J ± O1/ 03 05 09 0b 0 n A it 11 '1 07 03 -1 i /� 3 62 6d ' 6a 12 13 1 22 24 0 O5 Soundside Perimeter t _ _____-- pZ ,. Readings taken at-0'-0"AFG 140 0.2 12 1./22 v 3 ——— 5b 3 13 Ob Illuminance(Fc) Is 3 Average=2.71 03 I 07, 35 33 45 5 AS 42 31 14 06 I i � Maximum 6.9 � = 63 I 6]; ib 33 44 54 f 30 27 23 13 06 Minimum=0.2 ———J Avg/Min Ratio=13.55 03 0.71 1.5'I 26 3A 31 [�J 18 -19 ,is 12 06 Max/Min Ratio=34.50 305 071 1S II 2.4 26 2-7 w 25 23 20 14 07 �• 120 —->-, — 071 'I S1 29 3b 44 --< ` �^ 44 38 3A i 16 07 1 r0 //yy�� 07� 'IS 34 47 69 V l • ' Q 68 50 3E ri7� !OB A r A 07�i i51\ 2.9 38 47 T=—� 45 37 29 16 OE 07� 'I4 2427 28 2.1 22 210 14 ' 07 100 Ob '1.3 Il 24 28 31 17 - 70` X19 1S 08 I l I II Ob '13 27 39 52 1 30 31 26 '17 09 OS �'13 z 27 41 58 � 3 51 37 '2z1 ,09 �8 80 Oq 09 1 '20, 2b 32 OA 42 35 ''19 OB 1 03 O6 '12 '13 13 25 21 14 071 0 02 04 07 11 Ob - - -10 lA I 22 47 0 6R 37 25 /12 X11 05 A A 01 `\03 OS O9 lb 22 '17 22 OA 49 3b 20 '12 Ob/ 03/ %�0 T O1 02\ 03 021 IS 27 39 33 20 17 20 30 35 `112.8 116 / 09 /04 /02 O11 9� I 01\ 02 '\`Ob 11 17 20 '19 13 14 16 17 IK4 10 03 TOT 01 0 O O1 021,\ 03 06 08 07 Ob.-_ OS 03 OS 01 17 n I� r7 ri N 11 � 01 02�,�03 � OA 04 04 03 03 03-—0.2 J' O1 O1 f 1 E 1 0, Oa O$ 0, 01 6, 6, 0, 6, 01 01 01 JAN 15 2015 � iMi . MEN W, Southold Town I Planning Board Scale: 1 inch= 20 Ft. -r•' Prepared For. Job Name- Scale'as noted LightingDesign Disclaimer Soundside Landscape Date.12/15/2014 \ The Lighting Analysis,uLayout,Energy Analysts and/or Visual SimulationVI-IghtingDesign')provided by RAB Ughting Inc.RABj represents an anticipated prediction oflighting system performance • Damin Sales Greenport,NY based upon design parametersand information supplied by others.These design paremetersand Information provided byothers have not been field verified by RAB and thereforeactual measured a results may vary from the actual field conditions RAB recommends that design parameters and other Information befield verified to reduce variation RAB neither warranties,either implied or stated N 28 Brunswick Avenue Filename:Soundside Landscape 121514A.AGI with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the lighting Design RAB neitherwarranties,either implied or stated,nor represents the ''7� L I G H I I 'V G Edison, NJ 08817-0377 Lighting Layout appropriateness,completeness or suitability ofthe Lighting Design intent as compliant with any applicable regulatory code requirements with the exception ofthose specifically stated on Version A drawings created and submitted by RAB The Lighting design Is Issued,in whole or in part,as advisory documents for informational purposes and is not Intended for construction nor as being part of a 170 Ludlow Avenue,Northvale,NJ 07647 Drawn By.Shaun Fllllon,LC projects construction documentation package. 800722-1000 : RABWEB.COM Filename:\\RAB-STORAGE-1\Docs\Sales\Appllcatlons Engineering\Job FllesOMamin Sales\REVCO Electric\Southampton 102877\Soundside Landscape\AGI files\Soundside Landscape 121514 AGI Calculation Summary Label CalcType Units Avg Max Min AvglMin 69.00 n Descripti5 Horizontal on PtSpcLr PtSpcTb Meter Type Soundside Site Illuminance Fc 1.63 6.9 0.1 16.30 69.00 Readings taken at 0'-0"AFG 5 Soundside Perimete Illuminance Fc 2.71 6.9 0.2 13.55 34.50 Readings taken at-0'-0"AFG Luminaire Schedule Symbol Qty Tag Label Arrangement Lum. Lumens Arr. Lum. Lumens LLF Description Lum.Watts Arr.Watts Total Watts Filename SLIM18N - Neutral - ITL81606.IES (jj 10 A SLIM18N SINGLE 1855 1855 1.000 SLIM18N 20 20 200 Expanded Luminaire Location Summary LumNo Tag X Y MTG HT Orient Tilt 1 A 92.257 157.313 12 91.011 0 2 A 63.279 155.837 12 91.011 0 3 A 99.709 142.442 12 359.601 0 4 A 57.307 138.129 12 181.55 0 5 A 1 57.853 114.686 12 181.55 0 6 A 100.877 115.077 12 359.601 0 7 A 59.015 91.517 12 181.55 0 8 A 102.08 87.794 12 359.601 0 9 A 95.374 75.136 12 272.998 0 10 A 66.451 74.097 12 272.998 0 Total Quantity: 10 - :n ''s�-:� -ter,' -_3 a=°t`,• 'tr-.i ', '}• x. I , ::.�v e�,ter''.?n 1. }tom J:-�t� .T.�.%;�'_:, ,-• - °S -e.F+ u'�"4' SLIM18N '.u'�y��.l-'�, t;-•tri'. uT'gk�,y "�: i �r1�<t''»a�; �,; �.�: NOTES: 'The light loss factor(LLF)Is a product of many variables,only lamp lumen depreciation(LLD) has been applied to the calculated results unless otherwise noted The LLD Is the result(quotient) of mean lumens/initial lumens per lamp manufacturers'specifications. .Illumination values shown(in footcandles)are the predicted results for planes of calculation either horizontal,vertical or Inclined as designated in the calculation summary Meter orientation Is normal to the plane of calculation .The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc l�1 Mounting height determination Is job site specific,our lighting simulations assume a mounting heightG (insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling mounted luminaires �A N eJ 2 15 and at the bottom 'the symbol for all other luminaire mounting configurations 'RAB Lighting Inc.luminaire and product designs are protected under US and International intellectual property laws. Southold Town Patents Issued or pending apply Planning Board ° Prepared For: Job Name: Scale:N.T.S. Lighting Design Disclaimer Soundside Landscape Date 12/15/2014 The Lighting Analysis,ezLayout,Energy Analysis and/or Visual SimulationCLighting Designa)provided by RAB Lighting IncCRAB)represents an anticipated prediction of lighting system performance bas ed upon design parameters and Information supplied by others These design parameters and information provided by others have not been field verified by RAB and therefore actual measured Damin Sales Greenport,NY results may vary from the actual field conditions.RAB recommends that design parameters and other Information be field venfied to reduce vanation RAB neither warranties,either implied or stated � 28 Brunswick Avenue Filename:Soundside Landscape 121514A.AGI with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.RAB neither warranties,either implied or stated,nor represents the J T L I G 1 1 .1 I N G Edison,NJ 08817-0377 Lighting Layout appropriateness,completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception fthose speufially stated on Version A drawings seated and submitted by RAB The Lighting design Is Issued,In whole or In part,as advisory documents for Informational purposes and Is not Intended for constructlon nor as being part of a 170 Ludlow Avenue,Northvale;NJ07647 Drawn By.Shaun Flllion,LC project's construction documentation package 800 7.22-1000 • RABWEB.COM Filename•\\RAB-STORAGE-1\Docs\SaiesWppllcaeons Engineering\Job Files\D\Datnln Sales\REVCO EIecULc\Southampton 102877\Soundside LandscapeWGl files\Soundside Landscape 121514 AGI SLIM18N 12,18 and 26 Watt SLIM wallpacks are ultra efficient and deliver Color:Bronze Weight-4 5 lbs impressive light distribution with a compact low-profile design thats super easy to install as a downlight or uplight. 65^ I 165mm� LED Info Driver Info { ^i Watts 18W Type: Constant Current {Ns Color Temp. 4000K(Neutral) 120V: 0.18A 875' 222mm Color Accuracy. 82 208V. 0.11A L70 Lifespan: 100000 240V 0 09A LM79 Lumens- 1855 277V: 0.08A Efficacy. 93 LPW Input Watts: 20W Efficiency- 90% 39 Technical Specifications 99mm'-� UL Listing: HID Replacement Range: Suitable for wet locations. Suitable for mounting within The SLIM18 can be used to replace 100W MH based 1.2m (4ft) of the ground. on delivered lumens. IP Rating: Lens: Ingress Protection rating of IP66 for dust and water. Tempered glass lens. LED: Reflector: Multi-chip, long-life LED. Specular thermoplastic. Lifespan: Gaskets: 100,000-hour LED lifespan based on IES LM-80 results High-temperature silicone. and TM-21 calculations Finish: Driver: Our environmentally friendly polyester powder coatings Constant Current, Class 2, 100-277V, 50/60 Hz., 4KV are formulated for high-durability and long-lasting color, surge protection, 500mA, 100-240VAC 0.3-0.15 Amps, and contains no VOC or toxic heavy metals. 277VAC 0.15 Amps, Power Factor 99%. ADA Compliant: THD: SLIMTm is ADA Compliant. 10.4% at 120V DLC Listed: Cold Weather Starting: This product is on the Design Lights Consortium (DLC) The minimum starting temperature is-40°F/-400C. Qualified Products List and is eligible for rebates from DLC Member Utilities. Ambient Temperature: Suitable for use in 40°C (104°F) ambient temperatures. Dark Sky Approved: The International Dark Sky Association has approved Thermal Management: this product as a full cutoff, fully shielded luminaire. Superior heat sinking with internal Air-Flow fins. Color Consistency: Housing: 3-step MacAdam Ellipse binning to achieve consistent Precision die-cast aluminum housing. fixture-to-fixture color. Mounting: Color Stability: Heavy-duty mounting bracket with hinged housing for LED color temperature is warrantied to shift no more easy installation. than 200K in CCT over a 5 year period. Recommended Mounting Height: Up to 14 ft. JAN y 20'5 RUMB L I G H T I N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb com On the web at:www rabweb corn Southold Town Planning Board 51-IM-IM -contlnuea Color Uniformity: RAB's range of CCT(Correlated Color Temperature) follows the guidelines for the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2011. Green Technology: Mercury and UV free, and ROHS compliant. California Title 24: SLIM18 complies with 2013 California Title 24 building and electrical codes as a residential outdoor fixture. See SLIM 18/PC for a model that complies as a commercial outdoor non-pole-mounted fixture&#8804; 30 Watts. IESNA LM-79 &LM-80 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80, and have received the Department of Energy"Lighting Facts" label. Patents: The design of the SLI MTM is protected by patents in U.S. Pat D681,864, and pending patents in Canada, China, Taiwan and Mexico. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act(ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act--Construction Materials(October 2010). Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. M L� L 1 G H T I n1 G Tech Help Line: 888 RAB-1000 Email: sales@rabweb corn On the web at:www rabweb com 48"X48" 48"X48" CUPOLA CUPO Il�lllf�l T r 29 GA. PAINTED 4 STEEL 11'7(6" Y HEMMED FASCIA 1 STEEL GA. PAINTED ,.-.w w.3r W. w.0 ..-.m w..p 6� CORNER TRIM STEEL �. ,o� WALL PII II II d k IO � .1VY ftl' INSCOTING BASE _ I ULIUHIIJI I LAU IANIGLE 4 l BACK SIDEWALL LEFT ENDWALL scaLE. 1/s•- 1'0• SCALE. 1/8'-1'0• 48"X48" 48'7(48" CUPOLA CUPOLA .� 29 GA. PAINTED STEEL 12" RIDGECAP(VENTED) 29 GA C PAINTED STEEL RAKE,TtIM 2 1 1 ' I £SCREWDO,WNY(ROOF¢(", I �j- ' W I i i I � 12'0' % 12'0" —12'-O-"—x- 12'0" 12'0" X 12'0" I; - � c OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR a vun FRONT SIDEWALL oa RIGHT ENDWALL SCALE. 1/W-1'o' SCALE: 1/8'-1-0- ELEVATIONS DRAWN BY. ALS ALL INFORMATION SHOWN PROPERTY REVIEW ON THIS DRAWING IS THE PROPERTY OF SHIRK GERALD ORIENTALE o DEC 1,'72014 Pp6E Bp�`p REVISIONS: POLE BUILDINGS LLC ING$ THIS DRAWING MAY NOT 295 LOCUST LANE BE REPRODUCED BUILDER WITHOUT Southold Town HINKLLI 2PERMISSION BUILDER AND �, OWNER ARE RESPONSIBLE SOUTHOLD. NY 11971 Planning Board DATE: 4/10/i4 O \ERIN All RESPONSIBLE LE om ocnninir Dnnn cncrcn DI Dn 17GIQ c 80� 8' --k--- 8' —� 8' S �' 81 80' 6 k- 8'-- 1 --8' - -r 8" — - 0 2-2X12 MSR SYP_/ — — — -- _�0 — TRUSS CARRIERS 00 NEW BUILD SPECIFICATIONS 1 n °D 40' X 80� X 16 6 POST & FRAME GARAGE W/1-8'X6' PORCH W/CEILING & WRAPPED HEADERS O –18" X 8' CONCRETE FOOTINGS (GABLES) j O–22' X 11" CONCRETE FOOTINGS (SIDEWALLS) (7919 LB CAP; 6720 LB COLUMN WT) j O1 2-3'0" X 6'8" 9–LITE FIBERGLASS ENTRY DOORS 0 03-12' X 12' INSULATED STEEL OVERHEAD DOORS F319-44" X 36" VINYL THERMALPANE AWNING WINDOWS F ® –3 PLY 2X6 GLU–LAM POSTS S' OC.(TIP.) ALL GABLE POSTS 2X8 TREATED SKIRT BOARD 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC. ° EXtEND TO TOP 2-2X12 MSR SYP TRUSS CARRIERS 08' SPANS- OF ROOF TRUSS (HEADER CAPACITY=1270 PLF; ROOF LOAD=840 PLF) 3-2X12 MSR SYP TRUSS CARRIERS 012' SPANS— (HEADER CAPACITY-1137 PLF; ROOF LOAD=840 PLF) TRUSS CARRIER TO POST= A X4' GRK STRUCTURAL SCREWS 10 OEA.POST (2 PER SPLICE MIN) 3330 SHEAR RATING y PRE—ENGINEERED ROOF TRUSSES- 4/12 PITCH, 48' OC, 30-5-5 LOADING 2-2X8 #1 SYP co 3 ROWS 2X4 BOTTOM CHORD LATERAL BRACING(120' OC) TRUSS CARRIERS 8 511 LB UPLIFT; 6-12D FACE NAILS-534 LB (PG. A4.5) _ 7 TRUSSES ON RIGHT SIDE OF BUILDING W/6 PITCH BOTTOM =- 72- CHORD SCISSOR TRUSS 29 GA G-100 PAINTED STEEL ROOFING & SIDING / 4' PAINTED STEEL CUPOLA W/ WEATHERVANE 4' WAINSCOT BASE COLOR °D 12' EAVE & GABLE OVERHANG W/ VENTED SOFFIT& FASCIA / PAINTED STEEI 12* VENTED RIDGECAP 3 X MSR SYP TR O — TRUSSS CARRIERS 2 2 2 69 12' 6' 3'-8" �12'---�4,– ,1 8, 4,—�– 12' - – 8, - 80' FLOOR PLAN SCALE: 1/8'- 1'0' -LOOR PLAN DRAWN BY: ALS ALL INFORMATION SHOWN o REVIEW ON,HIS DRAWING IS THE GERALD OR�.ENTALE Po E Ill �o PROPERTY OF SHIRK �' V� REVISIONS: POLE BUILDINGS LLC. 1N(;$ THIS DRAWING MAY NOT 295 LOCUST LANE BE REPRODUCED WITHOUT r" PERMISSION.BUILDER AND ^' _ __ OWNER ARE RESPONSIBLE C A 1 1 T V f 11 1'1 1►1'!B 4 4A 7 4 I I r b k a 2X4 ROOF POW LO 6 NAILS 29 GL PAI PANTED RIDGECAP ROOF PER TRUSSROOFF_ STEEL RODS E VENTED E FING PAINTED SCREWS AINTE GALfxIWIS 2X4 ROOITTE iH�CLOSURE yyA11 jLA%%p=SD6PS 2X4 ORT OR PERLIN ?N-ON CENTERGRK 0 GALV xNA LIS PUCE NOTIC DnpI a 9G�1M5 2X8 METAL SIDING 4X4 �\ PAINTED SCREWS OVERHEAD TRIM �����F&J�� P \ O.ON CENTER STRUPOST OVERHEAD DOOR TRIM F T11RRRUSSES DOOR ERSTRIP cm, Syp GRK STRUCTURAL 12' RIDGE CAP METAL SIDING 6 ROOF PURLN 'TRIM DCREN 0 POiT OVERHEAD DOOR GABLE OVERHANG DETAIL ROOFING FASTENERS FASTENING DeTA1L SER FASTEN[ DETAIL Hf"ER DETAIL DETAIL SCALE( 1/Y- 1'0' SCALE 1/2•- 1'O• SCALE: 1/2•-1'0' SCALE: 1/2•- 1'0' SCALE 1/2'- 1'0' SCALE 1/2•- 1'0• _ WAIL POST PAINTED STEEL WALL POST 8 � 2X4 ROOF PERLIN DOOR JAMB *2X5MLFArE,1,OARD 3- 2X4 WALL PER TRIS gpOf GALV.! LS M. PANTED � ---- 2S'CALV -- - FASCN GALV. •LS 4 NAILS PER Pu�D�EEpdCfSTm CHAROONNEL VENTED 28 GA PAINTED STEEL NSTALIM EACH SIDE \\??AA TRIM 2X4 BOTTOM CHORD SCICRFlEWS Ids WWASHHERS IDMG BRACINGPERMANENT(SEELATERAL iRUSs 801E11ALL oIRT BBLLOCK TRUSS To Tie BLOCK ENTRY DOOR 12'eAVE oVERNANO WO FOR SPACMG) FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL 2X6 SPF SORE 1/Y.1'0• SCALE—1/2-- VO- SCALE 1/2'- 1'0' SCALE 1/Y- 1'0- 2X4 ROO FACE BOARD OWNER URLINS 24.OC. PAINTED lIIu W PA � PRE-ENGINEERED R F _� �..• Z T TRUSSES 48'oc. It Fd11 TRIM Z >.. 2-2X12 MSR SYP TRUSS F2X4 SFF DL40ONAL BRACE AIN m—l—lw win W Z ROOF TRUSSES Q 48.OC. O V J X00 Jr—P, W WIND UPLIFT K1— --� J = �3 P SIS PLY 8' 00.YP/ 1 sYP TRUSS CARRIERS-- Iwo POST' {A 2X4 SPF SIDEWALL GIRTS 24.OC. / V N U) WALL BRACING R('GUP(EMENIS: 20 QA.STRUCNRAL STEEL ILL INS DRATICI(SHOW WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC.IYP. ON PE DY OF Is IR REGUIRELENTS: AU_ NS WR}I PROPERTY OF SHIR 24CA STRIJ:IUIGL POLE BUILDINGS LL( STEEL SIDING THIS DRAWNG MAY NO 4X4 SPF WALL CMTS 24• WITH SCIII� REPRODU ON59 CEDSUIIWIriTMM GRADE GRADE OW4ER ARE RESPONS9 6'-4000 PSI 2 F SKIRT BOARD TO�Y��4� GRADE(BOTTOM PRESSURE TREATED BEFORE CONSTRUCTIC OF Opo SYP GROIRID CONTACT 2X8 SKIRT BOARD DRAW)BT ALS •. ,•�:�. .7 ..i. .. REVIEW: REVISIONS: 3 4' COMMPA PACTED /i,/i,�/ / (OPtlOwll) SOD. i \i %\/i%% /•///'// // i '3660 / /\\�\\j \\%FOOTING( 3000 PSL CONCRETE FOOTING \\�\ �\ (SEE SIZE ON FLOOR PLAN) / % %//i� 'ii is moo PSF SOIL//ji� : i/ ON\FLAOSM R\PLANjii; /i\/i' i� DATE: 4/10/14 SITE: ORIENTAL[ TYPICAL FRAME /�j�\ \/�/���\\: \\;\\:\��` ✓`� j���'�,,; SECTIONS SECTION \��\ \� \ � TYPICAL FRAME (ENDWALL VIEW) i./i,/i./i/i./i,/i/i,/i,/�,/ SECTION __.._ .._. (SIDEWALL VIEW) Q BUILDING DESIGN NOTES AND DETAILS A4.1 GRADING & EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL) z FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. o SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. ® ® , NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. A X � BUILDING USE= STORAGE o A4.2 FOOTINGS d STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP EXPOSURE CATEGORY= C FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=5B UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=3200 A4.3 FRAMING BUILDING VOLUME (CU FT)=62100 LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF CONTACT LUMBER SHALL BE TREATED'TO AWPA U1-09 (COMMODITY SPECIFICATION A, ®48" BELOW GRADE UNLESS NOTED OTHERWISE. USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYR A4.1 O APPLICABLE BUILDING CODES A4.4 ROOF TRUSSES ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2010 NEW YORK STATE BUILDING CODE TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS 2010 RESIDENTIAL CODE OF NEW YORK STATE SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A4.11 DESIGN CRITERIA: OWNER J OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) W A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) i Z 0a PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS THE AMERICAN INSTITUTE OF UMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) 5 r AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER SOUTHERN BUILDING CODE CONGRESS (SSTD10) Z WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7) W Z UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES ® WI � A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES NTH ASAE(ASABE) EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR D O J Q 2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN J J = POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND LO I" SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. 0 IN ,60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: W N O 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. THE MINIMUM DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY AMOUNT OF 12D NAILS IN 2X4 ROOF PERUNS IS 2. THE MINIMUM AMOUNT OF 12D STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 1j" STRUCTURAL PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. ALL NFORMAnaN SHOO TIMBER IS 1 PER �" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: "x4" SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: IN h05 DRABWC IS h PROPERTY N SHIR GRK RSS STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH=1328 LB, ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC POLE BURDI THIS DRAVANC MAY NC TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. BE RUNODUCED WIM LBS, MIN. BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING O PERMISSION A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS mVERRAL.IXMERS0I BEFORE CONSTRUCTRD BY A CERTIFIED ENGINEER. WITH #9 WOODGRIP, " HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED NOT APPROVETMMBS COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING REVIEW: MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED REVISIONS: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT DATE: 4/10/14 EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; SITE: ORIENTALI BOTTOM EDGE OF STANDARD ROOFING MATERIALS. IDETAILS IA ,. 4 I I N SURVEY OF PROPERTY A T GREENPORT TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-52-05-58.3 SCALE.- 1'= 50' SEPTEMBER 14 2014 %SOUthold ECNVE [� 2014 ALBERTSON' S LANE tW FE 0.8'N N/0� o ss3b , Rq s 0 0 V,� 2 CONC. RET.WALLS , �o o � O �j• �,rgPq e� Um a~ POLE c}' q lie ,+ o a� FE 0.4'N P«F 0.4'W O o :K C, +� FE 1.0'N Q A5 G O ry _ 02 / 'o 'gyp Z� un POLEE Certified to: Zn o American Dream Abstract-Title Company Suffolk County National Bank Gerard Orientale Soundside Landscape Incorporated y L�F4a~EE«Fb }. • = REBAR AREA= 40,659 SQ FT. ANY AL7ERA71ON OR ADDI71ON TO THIS SURVEY IS A WOLA77ON LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. PECONIC SURVEYORS, P.C. EXCEPT AS PER SEC710N 7209–SUBDIVISION 2. ALL CER77F7CA710NS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET ryq WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 99-2/cJ 25 30' �� DEC 7 2014 180 -d—+•--? + e. h, I Or Southold Town, FENCE 173.76' V Planning Board - 1 I 5' i 5./i A. ti A Soundslde Perimeter -------------- pl � I Readings taken at-0'-0'AFG 140 Illuminance(Fc) I a, Average=2.71 Maximum=69 ---� Mlnlmum=02 Avg/Min Ratio=13 55 5, 5, W 1. , +, b' e. I Max/MlnRatlO=34.50 120 , LU -( I Q UI 5 U .. i Cil I M n I r— A Z I b,�, m m v 1, e, 100 b,I 11 1A 11 11 Nj U e. 1, a e 80 !\ U• U ,1. U ^ A G) 'I• 1. 511 U'+, 5s, 1, 1v U U�1c S,�U U 14"" 1 e U e _w b`e,%v e. n, I I � Id P, Scale:1 Inch=20 Ft, RP ® Prepared For. Job Name: Scale:as noted Soundslde Landscape tti urim.yA..Mn.mmKu.mAw,,..=vo.tw�w.w.e..ru.rte.po..h+'1v...+a.,gA+e,q.wonwY�o�....u.....Aron.an.me�..,numuy.r.�w.=..nK. Daman Sales Greenport,NY Dete:12/1512014 e.aw...wb•w,M+,.+.�roro�.weWnd�q.u=.n,ae.,ynw......wmm....m,rew.egewn rn w,b...n.k..m..aquu.w,�...r,...rn�.l.w.we 28 Brunswick Avenue n.mm.r..rn....m..mdaum.mmmw.. .e.w,a..p.wo^nm.wnn.,wm..u4.wlwe.wneea.ew.nwmau..nn.,..mmw.w.nro,ou=mua L I G H T I N G Edison,NJ 08817-0377 Ughdng layout Filename,Soundslde Landscape 121514AAGI 170 Ludlow Avenue,Nortlrvale,N107647 VerslonA ' Drawn By Shaun FlNon,LC j ; „' d,�p,y� ip0ij'°e..d.m.now=nwc...aw.o.ymmmw,ro.xun.w..wlcwo....me.w.en.�e.an,w.n ..,..u.vrownm. 800722-1000 • RABWEB.COM Ron—llRA-STORAGE•1+=%ftWs%App11aaan.Enft—d,Wilob Flb.MT...8.b.1AEVCO EbWdeSoud.empton 10281TSoundold.Larc—pMG1 Sn Sou,M.lde Lends ps 121511AGI Calculation Summa Label q2lcType Units Avg Max I Min Avg/Min I Max/Min Description PtSpcLrl Pt3 cTb MeterType Soundside Site Illuminance Fc 1 1,63 16.9 10.1 16.30 169.00 Readings taken at 0'-0"AFG 5 5 1 Horizontal Soundslde Perimetel Illuminance Fc 12.71 16.9 10.2 13.55 134.50 1 Readings taken at-0'-0"AFG Luminalre Schedule Symbol I Qty I Tag I Label Arrangement 1-um.Lumens I Arr,Lum.Lumens LLF I Description Lum.Watts I Arr.Watts I Total Watts I Filename 10 JA I SLIM18N I SINGLE 11855 11855 1.000 1 SLIMI8N 120 120 1200 1 SLIMI8N-Neutral-ITL81606,IES Expand Luminalre Location Summa LumNo Tag X Y MTG HT Orient Tilt 1 A 92.257 157.313 112 91.011 0 2 A 63.279 155.837 1 12 91,011 0 3 A 99.709 142.442 1 12 359.601 0 4 A 57,307 138.129 12 181.55 0 5 A 57.853 114.686 12 181.55 0 6 A 100.877 115.077 12 359.601 0 7 A 59.015 91.517 12 1 181.55 0 8 A102.08 87.794 12 359.601 0 9 A 95,374 75.136 12 272.998 0 10 A 66.451 74,097 12 272.898 0 Total Quantity:10 SLIMI8N NOTES; The tight lees factor(LLF)Is a product of many variables,only lamp lumen depreciation(LLD) has been applied to the calculated results unleas otherwise noted The LLD Is the result(quotient) of mean wmens!Initial lumens per lamp menufsclurem'specifications ,Illumination values shown(in footcandles)are the predicted results for planes of calculation either horizontal,vertical or Inclined as designated In the calculation summary.Meter orientation a normal to the plena of calculation 'The calculated results of this fighting simulation represent an anticipated prediction of system performance. Actual measured results may very from the anticipated perfonnsnca and ere subject to means and methods which are beyond the control of RAS Lighting Inc Mcungng height delarminaticn Is job site specific,our lighting simulations assume a mounting height (Inaortlon point of the luminolre symbol)to be taken at the lop of the symbol for calling mounted luminaires and at the bottom of the symbol for all other luminolre mounting configurations ,RAS Lighting Inc,Nminalre and product designs are protected under U S and Intemodonel Intellectual property laws. Patent@ Issued or ponding apply m Prepared For: Job Name: Scale,N.T S uanmpo.,b,n,d.m., Soundslde Landscape rn.u°nm,°...M�•Mwcw�M,yn.wwv�wdv°„wo„ny.ago,.q.i°,we.aerx..euyey�nur,e°,.,.,,,....amn.e�.ax,w ar,m.,,.,n." .". Date 12/15/2014 Demin Sales Greenport,NY 28 Brunswick Avenue ""�a...r..or,o,,,w.�lalew„mmun...,.�o,.o°.w,e•,y .u,..a°v.,w>".u.,e.e.,e...ewm,w,...wm.w Mm.,..,..°n,u.M°,.e>,u,.e L I G H T I N GEdlson,NJ 08817-0377 Lighting Layout Rename.Soundaide Landscape 121514AAGi �"°"n°•" ^"d^'^•t0•"o °'"0b�^ m^ ° ° vii°w b 9° a suw'm ' ". "M'�°ea" a°""" 170 Ludlow Avenue,Northvale,W 07647 Verelan A Drawn By Shaun F911on,LC wol...,rom°,xaweo,weM.so"wap, 600722-1000 • RABWEB.COM nioname IW.A"TORAGE•110omxSalesLAppliratbne EnpinaedngUob FOWD'Damin SalosIREVCO Ek WcGm&,,ptm 10287718ounftde Landacap"(31 Nea%Soundslde Landscape 121514 01 Created_12115/2014 SLIM 18N 12,18 and 26 Watt SLIM wallpacks are ultra efficient and deliver Color Bronze Weight:4.5 lbs impressive light distribution with a compact low-profile design that's super easy to install as a downlight or uplight 65' F -165mm LED Info Driver Info Watts: 18W Type: Constant Current Color Temp: 4000K(Neutral) 120V: 0.18A zzimm Color Accuracy: 82 208V: 0.11A L70 Lifespan: 100000 24OV: 0.09A LM79 Lumens: 1855 277V: 0.08A Efficacy: 93 LPW Input Watts: 20W Efficiency: 90% Technical Specifications �99mm UL Listing: HID Replacement Range: Suitable for wet locations. Suitable for mounting within The SLIM18 can be used to replace 100W MH based 1.2m(oft)of the ground. on delivered lumens. IP Rating: Lens: Ingress Protection rating of IP66 for dust and water. Tempered glass lens. LED: Reflector. Multi-chip, long-life LED. Specular thermoplastic. Lifespan: Gaskets: 100,000-hour LED lifespan based on IES LM-80 results High-temperature silicone. .9nd TM-21 calculations. Finish: Driver: Our environmentally friendly polyester powder coatings Constant Current, Class 2, 100-277V,50/60 Hz.,4KV are formulated for high-durability and long-lasting color, surge protection, 500mA, 100-240VAC 0.3-0.15 Amps, and contains no VOC or toxic heavy metals. 277VAC 0.15 Amps, Power Factor 99%. ADA Compliant: THD: SLIMTm is ADA Compliant. 10.4%at 120V DLC Listed: Cold Weather Starting: This product is on the Design Lights Consortium (DLC) The minimum starting temperature is 40°F/-400C. Qualified Products List and is eligible for rebates from DLC Member Utilities. Ambient Temperature: Suitable for use in 40°C(104*F)ambient temperatures. Dark Sky Approved: The International Dark Sky Association has approved Thermal Management: this product as a full cutoff,fully shielded luminaire. Superior heat sinking with internal Air-Flow fins. Color Consistency: Housing: 3-step MacAdam Ellipse binning to achieve consistent Precision die-cast aluminum housing. fixture-to-fixture color. Mounting: Color Stability: Heavy-duty mounting bracket with hinged housing for LED color temperature is warrantied to shift no more easy installation. than 200K in CCT over a 5 year period. Recommended Mounting Height: Up to 14 ft. e L I G H T 1 N G Tech Help Une:888 RAB-1000 Email: sales@rabweb.com On the web at www.rabweb.com Copyright @2014 RAB Lighting Inc A0 Ruts Reserved Note:Specificabons are subject to change wdtmlrt notice Pagel of 2 Created.12/15/2014 SLIM18N-continued Color Uniformity: RAB's range of CCT(Correlated Color Temperature) follows the guidelines for the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL)Products,ANSI C78.377-2011. Green Technology: Mercury and UV free,and ROHS complir ant. California Title 24: SLIM18 complies with 2013 California Title 24 building and electrical codes as a residential outdoor fixture. See SLIM18/PC for a model that complies as a commercial outdoor non-pole-mounted fixture 8#8804; 30 Watts. IESNA LM-79&LM-80 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80,and have received the Department of Energy"Lighting Facts"label. Patents: The design of the SLIMTm is protected by patents in U.S. Pat D681,864, and pending patents in Canada, China,Taiwan and Mexico. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States,and is compliant with the Buy American Act. Recovery Act(ARRA)Compliant: This product complies with the 52.225-21 "Required Use of American Iron,Steel, and Manufactured Goods-- Buy American Act—Construction Materials(October 2010). ' Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States,and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. L I G H T 1 N G Tech Help Line:888 RAB-1000 Email: sales@rabweb.com On the web at www.rabweb.com Copyright 02014 RAB Ughting Inc.All Rights Reserved Note:Specifications are subject to change without notice Page 2 of 2 DCC� L � �I0 DEC 15 2014 S _ _919 1 o• Southold Fown — k5. � Planning Board 1 80 FENCE 173.76' —1 h, b,/; 1a U v 5i 1 b. •() 1, L le h, Soundslde Perimeter _--_____-----a a2 Readingstakenat '-0•AFG ,140 Illuminance -0 (Fc) _ I 3 a Average=2,71 1• fa " I �' b1 1A h. I Maximum=69 Minimum=02 ----t Avg/Min Ratio=13 55 L U S. 1, Gl 1, 1, S. b. I Max/Min Ratio 34.50 7 1 1GO 1. L m L U 5A b L 1 L .r ! rt7 I frl o •e fa D I r A Z L U U U L 100 hr L L L L0 m U L ba --1 In 1 U L U L I 80 L L A L U ba L Dr \,<fe 10 • .r L L la �1'' 5', I A A T !I b1 he 1, I,\ L L L .r� fo U 1• 1. b. h, � � (� Scale:1 inch=20 Ft. RAAB Prepared For, Job Name: Scale,as noted Soundside Landscape ae.tk�.aAe,Ma.a+rW,.u.,mat.Mu..wo,wu�sMunm,Notiewow�lo�x.dMw,eWwmsa�rnwl mw.,.,u.^Maro•,.ac�dmu,mlichurcmw^w • Damin Sales Greenport,NY Dete•12l15l2014 c,,,e„c�,a,,,onp,,,,,,,,.,b,.m,m,u,^,wdvaM,p,•,•,r„�a^w,,,,,^,,,.^,a,,,,,,,,c,,.a.err,u,�,m„m,w,en.uK,m,a 28 Brunswick Avenue aw'm,ats�m,..=mm.•,�.a ' ,.>we,^m.r,m^„n..mdndaa„mmm w.e�m,e.wunewv,w.^,•u,,.,eea,�u>n,n,mwnuve'm.em,.aw..,vu•,.aun<m,�,..,.,muaxm.,tinakeamaa L I G H T I IV G Filename.Soundside Landscape 121514AAGI ^""'•a.b=•nw+^•.,,me'„nlv.d,^'e^wermm.mem^'..,•r<=mw^ee,b,.,w^'.,.eam^u,nwvo�a�xu^r�,m,M^•m.,..nm,M,o.aam,ea„m,.c,.,�,ew Edison,NJ 08817-0377 Lighting Layout .cwwnn.,mammp.,...,,o,..vannonmupmi„pp.,�mun..m„ea„n.,u,.m•cvr�sa,.wworma.nwwmmuwium..,•.cmnorum,.,o.amWnnaa, Version A m•,+no,a..mw,wmv.ahew.ln.n�nwroa.,wnbm•.am„mwemw,..,.an,wmro^o,n.ro,mmnn.m�,.lvwv=,.,.ms,o,m,.,,awrorw^,�m�„�,..pmwwnm. 170 Ludlow Avenue,Northvale,N107647 Drawn By Shaun Fenlon,LC „o1.m�,mm,^ao .m„w wwe 800722-1000 • RABWEB.COM Flleneme:%”STORAGE•11Dow18aleslMplicaUaeEng,neeMBVob Fllme D'Damin SatesVtEVCOElednc%Southmptm IO26771Somdside LmdswpeWGIC[os^oundslde Lend=pe121514 GI y D E C E V E DEC 15 2014 Calculation summary SouthW ; n Label CaIcT a Units Avg Max Min Av /Min Max/Min Descri tion Pts cLr PtS cTb Meter T e Planning Board Soundside Site Illuminance I Fc 1.63 16.9 10.1 16.30 169.00 Readings taken at 0'-0"AFG 5 5 Horizontal Soundside Perimetel Illuminance I Fc 12.71 16.9 10.2 1 13.55 134.50 1 Readings taken at-0'-0"AFG Luminalre Schedule Symbol Qty Tag LabelArrangement Lum.Lumens Arr.Lum.Lumens LLF I Description Lum.Watts Arr.Watts Total Watts Fllename ® 10 A SLIM18N SINGLE 1855 1855 1.000 1 SLIM18N 120 120 1200 SLIM18N-Neutral-ITL81606.IES Expanded Luminalre Locatlon Summary LumNo Tag X Y I MTG HT Orient Tilt 1 A 92.257 157.313 12 91.011 0 2 A 63.279 155.837 12 91.011 0 3 A 99.709 142.442 12 359.601 0 4 A 57.307 138.129 12 181.55 0 5 A 57.853 114.686 12 181.55 0 6 A 100.877 115.077 12 359.601 0 7 A 159.ulb 191.517 12 181.55 0 8 A102.08 87.794 12 359.601 0 9 A 95.374 75.136 12 __g72.998 0 10 A 66.451 74.097 12 0 Total Quantity:10 1 t SLIM18N NOTES: The light loss factor(LLF)Is a product of many variables,only lamp lumen depreciation(LLD) has been applied to the calculated results unless otherwise noted.The LLD Is the result(quollent) of mean lumen I Initial lumens per lamp manufacturers'specifications 'Illumination values shown(In footoendles)aro the predicted results for planes of calculation either horizontal,vertical or Inclined as designated In the calculation summary,Meter orientation Is normal to the plane of calculatlon 'The calculated results of this lighting slmulaUon represent an anticipated pmdlctIon of system performance Actual measured results may vary from the anticipated performance and ere subject to means and methods which ere beyond the control of RAB Lighting Inc Mounting height determination Is job site specific,our lighting simulations assume a mounting height (Insertion point of the luminalre symbol)to be taken at the top of the symbol for calling mounted luminaires and at the bottom of the symbol for all other luminalre mounting configuretlons <RAB Lighting Inc.luminalre and product designs ere protected under U S.and International Intellectual property laws, Patents Issued or pending apply. Prepared For: Joh Name. Scale N TS. uytm,ew"ynond,n.<, Soundside Landscape RPM m.uynm,ou,.M�•<amm.a<mann.w«w..imww«r<ynw,vw,g,1««w.dbixncuommyo-�rwlel"nm,<.u.a..�a.,mew<muworpnwy,yn<mw"<m,w< Daman Sales Greenport,NY Date 12/1512014 y„a„�„a.,q„r,,.m.u,.wmm.«.uw,w�n.d cyw...m.-say.p.,,<,..ww<m.mwowMoa.,. <roea..ndawmwpane.mm."r-.m.+l„w,m.a 28Brunswlck Avenue L I G H T I N G Rename Soundslde Landscape 121514AAGI �«o�m.nW auynm M, o�vs«ti a,m cmmmue.ou nmw uymmyo a ue"m,. w, k,n oom«.w.a e m "m< Edison,NJ OB817-0377 Lighting Layout .00,00.m�..<.Dnp.m....«,.me�onam.uynu.yo..y.m,..m�,d.,".an...yyo«ea,.ym,mr<oa.,.y�n.ww.imU.orwu«,am.,,wwmry,wa«, 170 Ludlow Avenue,Nortlrvale,W 07647 Version Drawn By Shaun Ftillon,LC 800722-1000 • RABWEBCOM Roneme•"STORAGE-11DoalSalestApplkallons EnglneeringUob Fffn%DID=LnSaIesviEVCO ElecoleZouthampton 102e7T%Soundside LendsrapeLAGlnIesL3ou.d.We Lendsape 121514 LAGI Created 12/15/2014 SLIM 18N 12,18 and 26 Watt SLIM wallpacks are ultra efficient and deliver Color.Bronze Weight:4.5 lbs Impressive light distribution with a compact low-profile design thars super easy to install as a downlight or upllght. 6s. -165mm LED Info Driver Info Watts: 18W Type: Constant Current Color Temp: 4000K(Neutral) 12OV: 0.18A z2Zmm Color Accuracy: 82 208V: 0.11A L70 Lifespan: 100000 24OV: 0.09A LM79 Lumens: 1855 277V. 0.08A Efficacy: 93 LPW Input Watts: 20W Efficiency: 90%a Technical Specifications 9'm M UL Listing: HID Replacement Range: Suitable for wet locations. Suitable for mounting within The SLIM18 can be used to replace 100W MH based 1.2m (4ft)of the ground. on delivered lumens. IP Rating: Lens: Ingress Protection rating of IP66 for dust and water. Tempered glass lens. LED: Reflector: Multi-chip,long-life LED. Specular thermoplastic. Lifespan: Gaskets: 100,000-hour LED lifespan based on IES LM-80 results High-temperature silicone. and TM-21 calculations. Finish: Driver: Our environmentally friendly polyester powder coatings Constant Current, Class 2, 100-277V, 50/60 Hz.,4KV are formulated for high-durability and long-lasting color, surge protection, 500mA, 100-240VAC 0.3-0.15 Amps, and contains no VOC or toxic heavy metals. 277VAC 0.15 Amps, Power Factor 99%. ADA Compliant: THD: SLIM"m is ADA Compliant. 10.4%at 120V DLC Listed: Cold Weather Starting: This product is on the Design Lights Consortium (DLC) The minimum starting temperature is-40°F/-40°C. Qualified Products List and is eligible for rebates from DLC Member Utilities. Ambient Temperature: Suitable for use in 40°C(104*F)ambient temperatures. Dark Sky Approved: The International Dark Sky Association has approved Thermal Management: this product as a full cutoff,fully shielded luminaire. Superior heat sinking with internal Air-Flow fins. Color Consistency: Housing: 3-step MacAdam Ellipse binning to achieve consistent Precision die-cast aluminum housing. fixture-to-fixture color. Mounting: Color Stability: Heavy-duty mounting bracket with hinged housing for LED color temperature is warrantied to shift no more easy installation. than 200K in CCT over a 5 year period. Recommended Mounting Height: �'Up to 14 ft. 1 1AB L I G H T I N G 11 Tech Help Line:888 RABA000 Email: sales@rabweb.com On the web at www.rabweb.com Copyright©2014 RAB Lighting Inc.All Rights Reserved Note:specifications are subject to change wnthout notice Page 1 of 2 Created 12/15/2014 SLIM18N -continued Color Uniformity: RAB's range of CCT(Correlated Color Temperature) follows the guidelines for the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products,ANSI C78.377-2011. Green Technology: Mercury and UV free, and ROHS compliant. California Title 24: SLIM 18 complies with 2013 California Title 24 building and electrical codes as a residential outdoor fixture. See SLIM 18/PC for a model that complies as a commercial outdoor non-pole-mounted fixture&#8804; 30 Watts. IESNA LM-79&LM-80 Testing: RAB LED luminaires'have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80, and have received the Department of Energy"Lighting Facts"label. Patents: The design of the SLIM7m is protected by patents in U.S. Pat D681,864, and pending patents in Canada, China,Taiwan and Mexico. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act(ARRA)Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act—Construction Materials(October 2010). Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. RAM L 1 G H T I N G Tech Help Line:888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com `Copyright©2014 RAB Lighting Inc All Rights Reserved Note Specifications are subject to change without notice Page 2 of 2 KEY MAP: AND ITS MEMBERS ARE NOT ALBERTSON'SLANE D.A.K. Associates LLC. A SITE PLAN OF PROPERTY RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO . THIS IS NOT A RECOMMENDEDGREENPORT ' `� � � �H� t } �1 INADEQUATE LIGHT LEVELS. A T :� a r p �s .. D•A•K ASSOCIATES,l LIGHT LAYOUT. IT IS A DESIGN BASED UPON THE TO WIV OF SO UTHOLD °°�°` '° ODE - ARTICLE -172. �,��� E •���,r, f�La� ��� � � �" � . . ..� � a SOUTHOLD TOWN C B .� : . r# �g. �, 5 1631,433.9084 SUFFOLK CO UNTY. IV. Y �� � � � � ., 5 �Y '.^� .` t - { 4�`y ag z We�hompPon BeaciL NewYark 11918 IM 1631)46-&4 {'l•, r k ^ m J-•+tea $ .. �.+�� c `"''. _-..d C'�, 1000- 52- 05- 58. 8 : ' k4a � rF� '" � My, n Dee1=4 Am i Kehl AModa ft LLC• 6od AModater we FT )) t rG :r'�� ai rry�/yr:"%'rr ir, •r r ry ro rr ; ,Hilo /ems T q a SCALE 1 - 20 r N : i f y . . > `• ! f y WNERSHIP & USE OF DOCUMENTS: Q r:;',• -- ' 1r.'.; R�.- _.z These drawings and specifications includingthe ^I�` O/� ' SEP TEMBER �U, 20 d ` h„X �" ideas, design and arrangements represented �i therein, are the property of D.A.K. ASSOCIATES, L. 7.5' 1b OCTOBER 37, 207 LLC. No port thereof shall be copied, disclosed -r- �/ •�Y - to others or used in connection with any work ar - F 8'N DECEMBER 03 2014 ,, .g .`" }?L��: _ �'sw or project other than for which they have been ' prepared without written consent. METAL MARCH 25, 2075 :,._ ° t ,a A ;� �,•� BUILDING METAL O (STORAGE) BUILDING LO ASO PROJECT: (STORAGE) - RF 6 /,� ,. 30' 0" z •�, �° o_0� \ c ��s AREA= 4 0, 659 SQ FT. k Q� •Cy: , �J o AFF 8,s QTS T,�, . r ,A 'i �� GERARD 0 ) EL.11.0' :�/N: \, -�� '��o �� o T OR . 9884 ACRES � M. .SORIEN"TALE N O In 0:z FR oo� �\��� QST �/�- 2S -Y %` wl Ld � 3 F \ �V` 00,E J "` p H POTABLE ° ry Nc w\ �s J WATER 3-0 FT.yq \o�• r' - \ �' \ /�Ci� PROPERTY INFORMATION: 67575 RT. 25, MAIN ROAD GREENPORT, NEW YORK GRASS ' s J� \ BUISNESS LOCATION: PROPERTY OWNER CONTACT INFORMATION: Q \ � N. o� � \O9S( ' `\ ' � �� 67575 MAIN ROAD (RT25) GERARD ORIENTALS WORK NOTES: o F�CF �I ode GREENPORT, NY 11944 PO BOX 770 \ Q o �• / F4 0 o, ��- ��� SOUTHOLD, NY 11971 /•Q' �/� r 1 °►a °�P� c \� ' k� \ SCTM# 1000-52-05-58,3 PHONE # (631) 765-5471 /5j 0, F� SITE AREA = .9334 ACRES (40,659 sq. ft.) \ � aTo TEST HOLE: N.T.S. � ,�. / > OA R o N TOTAL 115 PCS LIGUSTRUM PRIVET � J� n� w / // MFN� OSF�GEJ "I'll y ( 5' TALL INSTALLATION SIZE TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE \� ��/ �� ��, ; Fl7i p / 3�e�y U/�/ ��/ O/ �, GSE , OC T/may BORING DONE ON 05/01/01 EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) O J �� / ��x3 �S y \ C N < OLP uiN / _-� 2 °� FIRE SCHODISTRICT DISTRICTOL GREENPORT CR GN 6 HIG BLK CHAIN LINK FENCE W/ PRIVACY SLATS EL. 8.5' �O �/ T ,; R�GF s o:,� o ,6 • o.�u T I o �, / / \� �q ,6. 8°x' ti �'�• MIXED SAND GRAVEL , . <p <:' /�/ / B HOS z (6) PCS ZECKOVA O� \ ' ADJACENT OWNERS INFORMATION: <0 '(Z /C�vGAP c-`� �.. ,ax3 F�, q / / 2.5"-3.0" CALIBER 1 ,5' EL. 7.0' �� BROWN LOAMY SAND SM CSOCTACQUIOS TION NY. INC. RAPERTY OTSO PROPERTY: REVISIONS: (O��C/ \\ ; =;,£' '' 25 BUFFER ZONE TO BE PROVIDED / Q P0. BOX 249 P0, BOX 398 DECEMBER 03, 2014 �� 0 � /' �/ ,, x�a ; '� N, 3.5 EL. 5.0 BETHPAGE, NY. 1 1 71 4-0249 GREENPORT, NY 1 1944 \ V , �;> p c� �� MARCH 04, 2015 Ct 2 Q SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 0 jQ�� BROWN FINE TO COARSE SAND SW WEST PROPERTY: ,'�„ �rj 5.0' EL. 0.0' SEAWAY MACHINE SHOP LLC. r V ,/� y /` s� 600 ROBINSON ROAD 40 wQ7 v I i GREENPORT, NY. 11944 ; • A SCTM# 1000-52-05-58.1 v WATER IN PALE BROWN FINE TO COARSE SAND SW # CL.10.] �R j 0.5 ' ��q�SAyq/NGS^ /NF C�q 1 1 .0' EL. -6.0' �w . _.._. ' 6L.1 A ��� C / DISTRICT -Ll C'q Q �� ' ' RON Io � �T/O\�S `� COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE m� LIGHT INDUSTRIAL ti UA 40,000 .O O LOT SIZE (square feet p `�l `"�"'�� 3 a C� � \\ LOT WIDTH feet 100 \\ LOT DEPTH feet 150 C'9 %;:ate-= Ou p ��\ I �� �\ VARIABLE Z DRAWING TITLE: , B p' I YAR f �p r BOTH SIDE YARD feet ra a ��CC PSS x3 x3o 300 O 25' BUFFER ZONE TO BE PROVI D REAR YARD feet70 `' o \x/9'0 G LANDSCAPE AREA 25 SITE PLAN ./ LOT COVERAGE % MAX BUILDING HEIGHT feet P �p �,� ado 9 , ( 1 cc, NUMBER OF STORIES ra"�o4D a�3a x�o,0 J \ ' ) 1 /0' ° �<v��Q 2 REFER TO APPROPIATE ZONE ORDINANCE LOT COVERAGE: \G EL. 8.0 \ rasp a� :,� __, Q h �J TOTAL LOT SIZE: 0.9334 ACRES or (40,659 sq. ft.) -� o�� \off \�P�o FE o.4;N x s o N 0 NEIGHBORING WELLS WITHIN 15 O PROPERTY NORTHERN BUILDING = 3200 sq. ft. ' �, G� �P 5 0 4 W > ;` / �� POLE (TOTAL 115) PC'S LIGUSTRUM PRIVET X05 v� ' g� y' / -- J o 5' TALL INSTALLATION SIZE SET: ISSUED FOR: DATE: � v \�Oti G ���,� / r''">an;J C.1'0.0 J DETAIL CALCULATIONS OF FRENCH DRAIN CONSTRUCTION TOTAL ALLOWABLE LOT COVERAGE: 12197.7 sq/ft �v (30% TOTAL LOT COVERAGE ALLOWED) O� C� NORTH BUILDING ROOF \J� 120' LONG X 4' DEEP X 3.0' WIDE = 1440 CU.FT. LOT COVERAGE: 3200 sq. ft. or 7.87 30% allowable � �� `' ' •` 5' 1440 CU.FT. x 30% = 432 CU.FT. -� /\ - �," 2S'0" PLUS HARDSCAPE AREA: 15,822.34 sq.ft (RCA AREA, ASPHALT AREA, & CONC. AREA - , �`�R 12 LENGHTS x 120' OF 42 PERFORATED ADS PIPE = 1440 LF. LANDSCAPE AREA: 13,028.93 sq. ft. or 32.04% 257. required) �: �F` qRF C'q q/�FRCq V �� G � 1440 LF. x 12 X 3.14 x 2 = 217,036.8 CU.IN. /1728 CU.IN /CU. FT = 125.6 CU.FT. q ( = sTHE TOTAL CAPACITY REQUIRED = 553.51 CU.FT PARKING CRITERIA:Q) SEAL- �' J���C) TOTAL CAPACITY PROVIDED IS 432 CU.FT + 126 CU.FT = 558 CU.FT. 1 PER EMPLOYEE OR 1 PER 500 SQUARE FEET OF FLOOR AREA. WHICHEVER GAP ,p v UT m�" IS GREATER, T O �S v4 �Q-- POLE � NORTH BUILDING AREA: 0 NEW Y � �� 25' BUFFER ZONE TO BE PROVIDED q \ 3200 2 O sq. ft. ® 1 SPACE / 500 sq. ft. = 6.4 = 7 SPACES ECR�oOR p� G� Suffolk County Department of health Services 6 EMPLOYEES = 6 SPACES G M v �� � Approval for Construction-Other Than Single Family TOTAL PARKING SPACES REQUIRED = 7 SPACES n Z PARKING SPACES PROVIDED 7 + 1 HANDICAP SPACE = 8 SPACES TOTAL 1 Reference No. 10 1�1 Design Flowl L TOTAL SPACES PROVIDED = 8 SPACES � Use(s)��S'1 Yl� �' DRAINAGE & ROOF RUNOFF: �jOR 072 P\' � OF SN ' These plans have been reviewed for geneMl co (forma e with Suffolk _ _ _ JAMES OSKI PE. RUN OFF FACTORS ASPHALT - 1.0 ROOF - 1.0, RCA - 1.0 0 � A' County Department of Health Services standards,relating to water supply 1'-0" DEEP POOL x 8' DIA. = 42.24 cu. ft. Q\\ GF' C S Q ° and sewage disposal. Regardless of any omissions,inconsistences or lack per vertical ft. Professional Engineer '`' ''` / v 1 -0" DEEP POOL x 10' DIA. = 68.3 cu. ft. per vertical ft. �\ �F, k ° �p J CL of detail, construction is required to be in accordance with the attached -- ____ - - _____ _ _--__ DATE: �� �, Gj permit conditions and applicable standards unless specifically waived by OCTOBER 31 , 2014 0\" �'� , G I \,\ / p ': -;;; �0 the Department. This approval x fres 3 yews from the approval date, NORTH BUILDING ROOF = 3321 sq. ft. PROJECT NO: G \'�� ,�\ 0 \� P\\� unless extended or renewed. = .166667 ft. x (3321sq.ft.)(1.0) 974-2014 ���� \�'� \�Q G� / ��.0 F/s (6) PC'S ZECKOVA �� r = 553.51 cu.ft. / 68.4 cu.ft/Ft. = 8.1 vertical feet DRAWN BY: DK �� `� 2.5"-3.0" CALIBER A oval ate (3) 10' DIA. x 3' DEEP POOLS REQUIRED CHECKED BY: Gi �� p 'viewer OR JJD C� �• ,,\ Lj A 120' OF FRENCH DRAIN AS NOTEDSHEEI NUMBER: l G� \S\O\v\�'G �� ' �1 UTIL" 25 BUFFER ZONE TO BE PROVIDED �\ I �2 PgPOLE Water Line(s) 6AILIST Ede insp tau �r 1 Vii ' ASPHALT AREA "A.. (3) PC'S THUJA GREEN GIANT ��? Suffolk County $ ®� a��ti �� �G _ .1666 sq. ft. \v .166667 ft. x (4,117 sq.ft.)(1.0) Call 852-5754, fe = 686.18 cu.ft. / 68.4 cu.ft./ft. = 10.03 vertical feet 5 -0 -6 -0 TALL E�xCAVATIory INSPECTION IZEQ'JIRE -,i'o Schedul> lrspection(s). �✓ P 0 �`�` FOR SANITAI'Y SYSTEM. (4) 10' DIA. x 3' DEEP POOLS REQUIRED = 12 VF. SP BYHEALTHDEPARTb4ENTRCA AREA "B" - "RCA AREA" F a EL. 11.5' � 19,386 sq. ft. GZ P\,\' �� = .166667 ft. x (19,386 sq./ft)(1.0) ® = REBAR 5Q ,, = 3231 cu.ft. / 68.4 cu,ft./ft. = 47.24 vertical feet e � � \J /\ x,16) 10' DIA. x 3.0' DEEP POOLS REQUIRED =48 VF. PROPOSED ELEVA TION -- EL.X.X - � O / /A SITE PLAN DISCLOSURE: SITE PLAN DISCLOSURE: ^-�- - Q 1S CONTOUR LINE AND ELEVATION ARE DOB NUMBER: 1 OF 1 EXISTING ELEVA TION - - - �1 REFERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC ® Inspection Cover TOPOGRAPHIC MAP. SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. ©D•kL AMaA'1�5,ILC Drain Cover KEY MAP: FRENCH DRAIN DETAIL SITVPLAIV OF PROPERTY ` - N.T.Q. MAX +,tag 3 '*t %•� .�kx#' •+1 m ?� k � # r #-•.e ��E, w d 18'0 C.>DoC. i.t ` I" t ',' r�, : r , FRENCH DRAIN CALCULATIONS - LENGTH X WIDTH X HEIGHT X 30% A T GREEIVPORT Y I ooqq t PLUS VOLUME OF ALL PIPES TO BE INSTALLED WITH-IN THE SYSTEM C'RA►CE p� �` .� = �' T . D•A•K ASSOCIATES tac NOTE: BOTTOM OF DRAINAGE SYSTEM TO START CONSTRUCTED AT THE z , .r P;, " _ T O WIV OF S ����P Ri �� � _ z f � � a �(,,d i�(,.�I��. .�,.�„,o LOWEST POINT AND MAINTAIN THAT ELEVATION ALONG THE ENTIRE • j� r W (aa �, ,LANE , �X Y ak 8"MINt;i 3r"s ''J S UFFOL� COUNTY 1V: � r �. ' x �, 1�.6071 ( . , 506McinSteet DRAINAGE SYSTEM �S ��/ R - ^� -s' * yds. p f k yc.-.. ..vs�. ,,,,, y '° +. -a . �' s• - y,,�1....�. y�y 7p7p �O / �,t � t }r }i t+ tr ' Y, Y lyll Id�i�d6 I{A■ 11/� I�I Elft1 d ig3k3. 100 0 c �w � � . � . ,dh�(� .:n . ?ham i A Am A.�.ue , 5�- 05- 58. � * { "`I+ r �.M!' mioKMehOI3/iv'...,yioi //,.n' PERSPECTIVE VIEW �. .� A , r t r d,^ ''Cyr �' � ( •'"' Rk t ,'I -} WNERSHIP & USE OF DOCUMENTS: '` , .' F j These drawings and specifications including the SEP TEMBER 8, 20 4 u , ; r�> . �h, r,� � ,. r g 9 P ideas, design and arrangements represented iia'/ 5 ar / m " 1 therein, are the property of D.A.K. ASSOCIATES, 36" MINIMUM 2 x 2 OCTOBER 3�, 20 4 T, > �. {t: jyj d � m a, LLC. No part thereof shall be copied, disclosed q tw ; (� <' / N,ay;r to others or used in connection with any work FENCE POST DECEMBER 03, 20/ 4 g G ® ' "� :?5$ a d a or project other than for which they have been cQr4 ., R N 'FRENCH DRAIN DETAIL ;� ; .', r �`� a.(s prepared without written consent. N 0 RT H E WOVEN WIRE FENCE AREA= 40659 S FT. " iy J6 X 6 w 10/10 WWF) Q. PROJECT: NOTE:WIDTHS OF FRENCH DRAINS VARY BUT - 6 ..,y: 1 w , , rii THE DEPTH OF THE FRENCH WILL REMAIN AS NOTED. FILTER CLOTH OR . 934 ACRE'S :: GERD 6' FENCE NOTE:NUMBER OF VADS PIPES IN EACH FRENCH a x y� DRAIN TO VARY.(SEE BELOW) S�OpF OR! NTALE TWOFFROCH TO EMBED FILTER CLOTH �F _ Q RAN COVERED rvfTH EST its " y' _. ' :r f _ ;�.:•y> r > -"� hhlWW_rr.•+in' ",y 4 l #y -.�""; ¢ 't - - w •4 CLAN ETONra MIN. 6 INTO GROUND Z T-TINE¢! 4" ■ � T� NOTE: ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: PROPERTY INFORMATION: 67575 RT. 25, MAIN ROAD MAXIMUM DRAINAGE AREA ADA NOTES AND SPECIFICATIONS BUISNESS LOCATION: BUISNESS CONTACT INFORMATION: GREENPORT, NEW YORK A S NOTE °RCA DESCRIPTION 1/2 ACRE / 100 LINEAR FEET THIS BUILDING AND ALL ADA SIGNS PARKING SPACES AND SOUNDSIDE LANDSCAPING INC. SOUNDSIDE LANDSCAPING INC.p-� �TM'1 I °"N1000 SURFACE. SLOPE RAMPS ARE TO CONFORM TO ICC/ANSI A117.1 -2003 67575 MAIN ROAD (RT25) PO BOX 770 n11 I' a ,,;•.1,,,;'.,. GRAPE 11 .0' V. SECTION DETAIL `� ,Ir:,;.. ` ADA PARKING NOTES '� THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: GREENPORT, NY 11944 SOUTHOLD, NY 11971 WORK NOTES: 10,M PHONE # (631) 765-5471 "IRA = MDOeD SANG i GRAVEL (1) CHANGE GRADE TO PROVIDE ADEQUATE PITCH FOR RUN-OFF. SCTM# 1000-52-05-58.3 ADA PARKING TO BE MIN. OF 10'-0" WIDE BY 20'-0" LONG AND' (2) INSTALL NEW SEPTIC SYSTEM AS PER DESIGN cLEM " SILT FENCE DETAILS IDENTIFIED BY ADA PROPER SIGNAGE a OMV 11LP'M SCALL.NTS PROVIDE INSTALL DRAINAGE SYSTEM FOR ASHALTED AREA.FILTE SITE AREA - '(40,659CRsq. S ft.) (4) CONSTRUCTION OF NEW BUILDING Z = UNEXCAVATED PROVIDE SMOOTH " FIBERBOARD (5) CONSTRUCTION OF PARKING AREA WITH DRAINAGE SYSTEM AS PER PLAN. PROPERTY OWNER CONTACT INFORMATION: BROVM LOAMT FANO I>� TRANSITION EXPANSION JOINT 11111 s"nILOA Da SILT FENCE TO BE INSTALLED ON UPHILL SIDE OF FRENCH DRAIN TO PREVENT WITH NO LIP (6) CONSTRUCTION OF FRENCH DRAINAGE COLLECTION AND RETENTION SYSTEMS TO GERARD ORIENTALE RECHARGE THE RUNOFF FROM A 2" RAINFALL. Po Box 770 - �AS� CONTAMINATION OF FRENCH DRAIN SYSTEM DURING CONSTRUCTION. RAMP AT 1:12 SOUTHOLD, NY 11971 DpIONlQd1ALLY TRUNCATED DOME (7) INSTALLATION OF NECESSARY PUBLIC UTILITIES SPACED DETECTABLE MAX. SLOPE PHONE # (631) 765-5471 =11111 , OEM -llll��mu 7'0 WARNING RAMP MIN. WIDTH 5'-0" ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) FRENCH DRAIN DETAIL MAX. SLOPE 1: 10 SCHOOL DISTRICT GREENPORT '°"'"" ! FIRE DISTRICT GREENPORT EROWII PNE TO COARSE EMIR ISM - 5.0' I 50' MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE z ADJACENT OWNERS INFORMATION: WATER N FROWN FM TO COARSE SAD ISM HAY BAIL AND/OR SILT FENCING 4" MIN. COMPACTED SOUTH PROPERTY NORTH PROPERTY: REVISIONS: GRAVEL BASE d CSC ACQUISITION NY. INC. RATSO LLC. DECEMBER 03, 2014 6 x 6 WWM AT MID DEPTH GENERAL SEQUENCE OF SITE ACTIVITIES: P0. BOX 249 PO. BOX 398BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 MARCH 04, 2015 SCTM# 1000- -05-59.5 �(r. �� .•':, ' 52 w,,.,"„�, .:WTTG :wnas2n. ADA RAMP DETAIL (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE a 0 N.T.S. SITE TO PROVIDE EROSION CONTROL. LT N E WEST PROPERTY: SUFFOLK CyNTY^^ r1R f� NT OF hEk SEAWAY MACHINE SHOP LLC.ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE O n CE S Egg a 01- �_ 4 ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND 600 ROBINSON ROAD GREENPORT, NY. 11944 BER:WITH TARPS TO PREVENT RUNOFF. REFSRENCE NU� 0 o - - TM SC 10 00 2- 5 05 1 cv 58. 5 INSTALLATION OF DRYWELLS STORM DRAINS DURING CONSTRUCTION F BUILDINGS. # o W ( ) 0 BU LD GS. THIS CURB & PAVEMENT DETAIL: CIS follow Northern French Drain dimensions are s. IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED OF 2 F CIALCOl�I IONS AND TO INSURE MAXIMUM CONTAINMENT. SANITARY• The 120 foot Ion b 3 feet wide Northern le of french drain g y g (6) INSTALLATION OF ANY UTILITIES REQUIRED. 1'!QL$; REVIEWER S INR runs East to West along the Northern property line and then 611 (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT GENERAL NOTES: -----=-- continues in a Southerly direction along the Western property CONSTRUCTION ENTRANCE - FOUNDATION OF COM ACTED INISH R= 1 - 1/2" RUNOFF AND STORM DRAIN CONTAMINATION. 1. TO BE IN COMPLIANCE WITH THE SCDHS WASTEWATER line for 40 feet b 3 feet wide. This drain is to contain 12 len hts 3/4" STONE BLEND O N.Y. STATE D.O.T. APPROVED R.C.A. GRADE (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. MANGEMENT REGULATIONS. y g I FILL T018' (Min.) ABOVE EXISTING GRADE FOR DRA NACE. of 4" ADS perforated pipe, (6 wide pattern). (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. 2. ALL DRAINAGE AND WORK IS TO MEET STATE & LOCAL CODE. 2" WEARING (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS 3. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED DRAWING TITLE: This French Drain is to be 4 feet deep and lined with filter cloth to PLAN VIEW COUR _ (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. insure sediment will not infiltrate the gravel and reduce the I A R E a0 (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. ALLOWABLE SANITARY FLOW (DENSITY efficiency of the system. All 4" corrigated and perforated pipes _ are to be installed on a 4" bed of gravel at the base of the 6" STABILIZED GROUNDWATER MANAGEMENT ZONE IV trench. R 0 A D I EXISTING GRADE SOIL BASE _ ALLOWABLE FOR SITE WITH PUBLIC WATER 600 GPD PER ACRE Each 6" corrigated and perforated pipes from the gutter leaders at CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SAND AND - GENERAL NOTES the corners of the buildingare to be connected to a min. of HAY BAIL AND/OR I 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R,C.A. GRAVEL BASE `� 600 GPD / ACRE x .9334 ACRES = 560.04 GPD ALLOWABLE (2)4" ADS pipes (seperate runs) in the French Drain system. SILT FENCING FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. GENERAL POLLUTION CONTROL MEASURES: SEWAGE DISPOSAL DESIGN CALCULATIONS: The depth of the French Drain will insure the that the bottom CROSS SECTION of the system will be at the level of the Browo coarse to fine CURB & PAVEMENT DETAIL AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION sand as well as below the frost line giving us the max TEMPORARY CONSTRUCTION ENTRANCE N.T.S. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT NORTH BUILDING: permability rate. i :1i CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. DRY STORAGE: 3200 sq. ft @ .04 GPD /SF = 128.00 GPD SET: ISSUED FOR: DATE: The French Drain will then be filled with Gravel to @ 6" belowTOTAL REQUIRED FLOW FOR NORTH BUILDING =128.00 GPD. SEPTIC DETAIL: (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE the final grade and the filter cloth will then be overlapped ROUND SEPTIC TANK PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS across the top of the gravel and covered with 6" of clean sand N.T.S. TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. to create the shoulder area. (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A SEPTIC TANK REQUIRED FOR NORTH BUILDING: MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE 128 GPD (USE MIN. SYSTEM) x 2 DAYS = 256 GALLONS EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE PROVIDE A 1200 GAL SEPTIC TANK MIN, SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL O O ELEV. ARE BASED ON CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL (1) 8'-0" DIA. x 5'-0" HIGH SEPTIC TANK TEST HOLE ELEVATION CONSERVATION SERVICE RECOMMENDATION). (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS SEAL: (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE LEACHING BASIN DETAIL: 2' MAX CHIMNEY 10'-0" LEACHING POOLS REQUIRED: NEW 2.5' MAX FROM TOP DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH y OF SLAB TO GRADEGROUND COVER. 128 GPD / 1.5 GPD/SQ.FT. = 85 SQ.FT / 31 .4 SQ.FT/ LFT. = 2.7 LIN. FT. �Q� DEC,,?' V HEAVY DUTY CAST IRON FRAME (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO �I AUr HEAVY DUTY CAST IRON FRAME AND LOCKING COVER TO GRADE RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. �C Q A, ;�4''; � FINISHED GRADE AND LOCKING COVER TO GRADE HEAVY DUTY CAST IRON FRAME 300 SQ.FT. 25.0 SQ.FT. LIN. FT = 12 VERT FT �'' � '`� AND LOCKING COVER TO GRADE SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF / / t ��, � US W GRADE ELEV. 11.0' „ THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. 2 WEAR COURSE TO BE PITCHED MIN REQUIRED = 8 FT DIA. X 12 FT EFFECTIVE = 2 TOWARDS DRAIN COVER. 1' MIN. 2.5' CHIMNEY 1r�MIN. (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO 0) 41, `L �S ELEV. 10.0' 24" MAX. 24" INLET LINE PROVIDE 3 F o 5 TRAFFIC COVER I 8" TRAFFIC BEARING SLAB 2' MAX. ELEV. 11.5' LOCATE DROP ~T" MIN, a" DIA 2.5' o` 2' MAX• PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO ( ) 8FT x 4FT EFFECTIVE DEPTH POOLS = 12 EFFECTIVE DEPTH OA 0 2 fie, PIT AREA INE MAX. CHIMNEY REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND R�FESS PIT AREA �� UNDER ACCESS SDR35 PVC PIPE CAST IRON FRAME & GRATE BOTTOM OFELEV. 9.33' OPENING FOR PITCHED 1/8" ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN. OF 6" OF 6" MAINTENANCE PER FOOT MIN, traffic cover CAMPBELL FOUNDRY ELBOW ELEV. 11.0'- E. 8.93' INLET IE. 8.83' 6" I " 6• 10�0 CRUSHED STONE. BUILDING & SECURITY LIGHTING: JAMES DEERKOSKI, PE. OUTLET IE. 8.33' MIN. 4" DIA. 10.7' IE. 8.07' o 6 ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL Professional Engineer L__ MIN. 4" DIA HOUSE TRAP MIN, 4" DIA SDR35 PVC 14" 18" SDR35 PVC MAX. �M 10' DIAMET HOUSE TRAP W WITH CLEANOUT SDR35 PVC PIPE PITCHED -�- PIPE PITCHED _J app o REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE PIT WITH 2'-0" MIN. PIPE PITCHED 1/4" PER FOOT e" 1/8" FT• V) Ln PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND DATE: 1' MINIMUM 1' MINIMUM C.I.THROUGH 1/4" PER FOOT 4' EFFECTIVE v) 3' MIN, 3' MIN. N FOUNDATION. DEPTH =O 4.0' EFFECTIVE o SCREENING. OCTOBER 31 , 014 FLOW LINE 55 DEPTH � (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. PROJECT No: DD DDDJ a (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL D.A.K. ASSOCIATES LLC. AND ITS 974-2014 4 MIN. 8'- " DIA. ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY MEMBERS ARE NOT RESPONSIBLE FOR SAFETY DRAWN BY: STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. BDK ' a'-o"DIAMETER (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN CHECKED BY: I ELEV. 4.07' ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172 JJD ❑0 1,200 GALLON CYLINDRICAL SEPTIC TANK DFT. MIETAIL 3 . ABOVE GROUND WATER ' N.T.S. r ELEV. 0.0' AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION SHEET NUMBER: ❑p I BACKFILL MATERIAL TO CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF ❑❑a o ; DETAIL OF CONSTRUCTION SAND,EANDEAN GRAVEL. 6' MIN. PENETRATION SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND ❑❑O I IN A VIRGIN STRATA of REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. ❑❑ LEACHING POOL DETAIL SAND AND GRAVEL (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO D i 1) BOTTOM OF POOL SHALL BE MINIMUM OF 3' ABOVE HIGH SEASONAL GROUNDWATER. NOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON ❑E 2) SHOW AREA FOR 50% EXPANSION OF THE LEACHING POOLS. N.T.S. BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE THE BUILDING WHICH WILL F WIRED TO MOTION SENSORS. THESE LIGHTS WILL ❑0 i 3) USE ONE (1) 1200 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION REMAIN WILL FOR A MAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO ❑ i 4) USE FIVE (3) 1OFT, DIAMETER, 4FT, HIGH PRECAST CONCRETE LEACHING RINGS TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH LIGHTS WILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN GN- 1 5) USE 4 INCH DIAMETER, APPROVED SEWER PIPE THROUGHOUT. CONTINUOUSLY. PERMIT)GRAVEL 6) BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED 7) SLABS SHALL BE MINIMUM OF 12 INCHES BELOW GRADE. THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION FIXTURES. FIXTURES ARE TO MOUNTED INSIDE THE UNDER SIDE OF THE SOFFITS 8) SOLID CONCRETE COVER SHALL BE BETWEEN 6 INCHES AND 12 INCHES BELOW GRADE. REPORTS VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO (WHITE). THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING 2'-0" TO GROUND WATER THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL DURING HOURS OF OPERATION AND WILL BE ON A TIMER. LEACHING BASIN DETAIL MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY N.T.S. DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT. DOB NUMBER: 1 OF 1 ©D-A.K AMM113, ILC KEY MAP: 17, 4 7X7 I MAR 30 2015 ALB�RTSO� 4 dl�,,TS MEMBERS ARE NOTD.A.K. Associates LLC. AND IS LAIVE SITE PLAN OF PROPERTY RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO T v�` A? A T GREEIVPOP T v., ..­� � �.,! -ASSOCIATES, LL 71, X _ 4 _ _JeE D C 7�,esidenticl &commero.lgesign•engineering•consulting J o-A•K 4, INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED 4' • LIGHT LAYOUT. •IT IS A DESIGN BASED UPON THE TO WIV OF SO UTHOLD L0 �- �� 506 Main Sheet phone: (631)433-90M SOUTHOLD TOWN CODE ARTICLE -172. WeSlhonnplon 6eaCh,New York 11978 fox: (631)466-3354 4 — _4 SUFFOLK COUNTY IV Yt� . 7 E-Mail: ssbn6,141,cloptonline.net Deerkoski,Arm Kehl ,.Cl.t,,.LLC eformerty East End DeSign,Associates,LLC A r OWNERSHIP USE OF DOCUMENTS: 1000- 52- 05- 58. 3 q 20 ' z, SCALE. 1 These drawings and specifications including the ideas, design and arrangements represented _//V SEP TEMBER 18, 2014 Q) therein, ore the property of D.A.K. ASSOCIATES, 0 J0, LLC. No part thereof shall be copied, disclosed 5f 0 C TOBER 3 1, 2014 Az T. 7f. to others or used in connection with any work or project other than for which they have been N1, F 8'N DECEMBER 03, 2014 1 prepared without written consent. PROJECT: METAL MARCH 25, 2015 BUILDING METAL f BUILDING (STORAGE) '0,t AREA — 40, 659 SQ. FT 6,> GERARD (STORAGE) 0 1 - N ­­­ f; ­4 41Qi Cl// 0 0, ­7. ...... EL.11.0 OR . 9334 A CRES T It v� ORIENTALE NOto 'M X�' !7- GRASS 17 POTABLE 9 NK CN Qf' C) 1 F WATER 1 EEL.1 67575 RT. 25, MAIN ROAD •L _0� CL 2]E PROPERTY INFORMATION: GREENPORT, NEW YORK \� GRASSEL.120' BUISNESS LOCATION: PROPERTY OWNER CONTACT INFORMATION: C GRASS 17,6 [EL 1 57' WORK NOTES: 4z 67575 MAIN ROAD (RT25) GERARD ORIENTALE C� GREENPORT, NY 11944 PO BOX 770 /\ r� \ � P o A� :;• f r �/ � \, /Q � SOUTHOLD, NY 11971 SCTM# 1000-52-05-58.3 PHONE # (631) 765-5471 SITE AREA .9334 ACRES 0# (40,659 sq. ft.) 4. 70, (0 -- / "? )ST) 1. Cl) FF 0 -_Z� Al.-I (TOTAL 115) PCS LIGUSTRUM PRIVET Qj Cb- 0 10_t,�O) 5' TALL INSTALLATION SIZE 0 EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) U/V Qj --, r) SCHOOL DISTRICT GREENPORT Al wV6, 0 X/vo 91 FIRE DISTRICT GREENPORT �o 6' HIG BILK CHAIN LINK FENCE W/ PRIVACY SLATS PTI ov Q) 'k. (6) PC'S ZECKOVA ADJACENT OWNERS INFORMATION: C/) (0 .0, 2.5"-3.0" CALIBER c SOUTH PROPERTY NORTH PROPERTY: REVISIONS: 4 R ZONE TO BE PROVIDED CSC ACQUISITION NY. INC. RATSO LLC. 25' BUFFER PO. BOX 249 PO. BOX 398 DECEMBER 03, 2014 sze9p,- /,i;� 0, C) BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 MARCH 04, 2015 SCTM# 1000-52-05-59.5 SCTIVI# 1000-52-05-58.2 O� WEST PROPERTY: -0 SEAWAY MACHINE SHOP LLC. 600 ROBINSON ROAD MM_ WA Epow" GREENPORT, NY. 11944 Xz _J SCTIVI# 1000-52-05-58.1 10 1 1 4�X /S TEST HOLE: N.T.S. SP 0, AD tTc\ Ll EEL.1�:.O] "I /Y 4 �� TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE DISTRICT 11 11 P,,� C 1z I- I -- 7" BORING DON LIGHT INDUSTRIAL •N(0 Q)ti E ON 05/01/01 LOT SIZE (square feet) 40,000 LOT WIDTH (feet) 100 Aj 7 OAN/ 0— EL. 8.5' 70,4P 0, Q� CD LOT DEPTH (feet) 150 FRONT YARD (feet) VARIABLE2 DRAWING TITLE: 4. ,0,4.. 1 -1 4.,0 01 MIXED SAND, GRAVEL 10, P -tq, -t,? a I Q 1.5' SIDE YARD (feet) 20 .0 n, I 4.,r,) 4 - 4.,0 tv 1 1':- 1B BROWN LOAMY SAND SM BOTH SIDE YARD (feet) 40 Or 70 /0, 11 REAR YARD (feet) 70 30, LANDSCAPE AREA 1(%) 25 25' BUFFER ZONE TO BE PROVI D 3.5' 1�19,0 LOT COVERAGE (% MAX) 30 4.19 0, SITE PLAN 10, ult3. -Ir3QBUILDING HEIGHT (feet) 1 35 0 ✓ BROWN FINE TO COARSE SAND SW qj� "o NUMBER OF STORIES 2 4.pW 0,4P 2 10,4,0 -1ZA 5.0' REFER TO APPROPIATE ZONE ORDINANCE .01 n 0 LOT COVERAGE: �c� C TOTAL LOT SIZE: 0.9334 ACRES or (40,659 sq 3 ft.) EL. 8.0 70, OR Q) UT . WATER IN PALE BROWN FINE TO COARSE SAND SW C� C� FE 0.4'N -0 19? POLE NORTHERN BUILDING 3200 sq. ft. 0. (TOTAL 115) PC'S LIGUSTRUM PRIVET i 1.0, SET: ISSUED FOR: DATE: 4'W 5' TALL INSTALLATION SIZE TOTAL ALLOWABLE LOT COVERAGE: 12197.7 sq/ft __J COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE EL.1,0.C E (30% TOTAL LOT COVERAGE ALLOWED) LOT COVERAGE: 3200 sq. ft. or 7.877. (30% allowable) SIGN LIGHTING: HARDSCAPE AREA: 15,822.34 sq.ft (RCA AREA, ASPHALT AREA, & CONC. AREA A'\ RAB GNlLED13NRACB ADJUSTABLE 45 DEGREE SWIVEL JOINT LANDSCAPE AREA: 13,028.93 sq. ft. or 32.047 (25% required) CP C11 Q) SUPERIOR HEAT SINK 411,�)r- DIE-CAST ALUMINUM HOUSING 5 YEAR LED WARRENTY PARKING CRITERIA: SEAL: COLOR BLACK 1 PER EMPLOYEE OR 1 PER 500 SQUARE FEET OF FLOOR AREA, WHICHEVER 0V UT IS GREATER, LED INFO: DRIVER INFO: or NEI,. POLE C?- WATTS: 13W TYPE: CONSTANT CURRENT NORTH BUILDING AREA:10 r. 1, /S COLOR TEMP: 4000K (NEUTRAL) 120V: 0.3A 3200 sq. ft. 0 1 SPACE 500 sq. ft. 6.4 7 SPACES OR — 25' BUFFER ZONE TO BE PROVIDED COLOR ACCURACY: 87 CRI 208V: 0.3A A 6 EMPLOYEES = 6 SPACES L70 LIFESPAN: 100,000 240V: 0.3A rr UJI LM79 LUMENS: 388 277V: 0.15A W TOTAL PARKING SPACES REQUIRED = 7 SPACES EFFICACY: 25 LPW INPUT WATTS: 15W N11 EFFICIENCY: 85% PARKING SPACES PROVIDED 7 + 1 HANDICAP SPACE 8 SPACES TOTAL 0� TOTAL SPACES PROVIDED = 8 SPACES FO DRAINAGE & ROOF RUNOFF: C SIGN NOTES: JAMES DEERK SKI, PE. 0) RUN OFF FACTORS ASPHALT 1.0 , ROOF = 1.0, RCA = 1.0 4b zz- •A) 1) AN ACCURATE MOCK-UP OF THE PROPOSED SIGN IS TO BE PROVIDED TO THE PLANNING 1'-0" DEEP POOL x 8' DIA. 42.24 cu. ft. per vertical ft. Professional E ineer BOARD FOR APPROVAL OF THE DESIGN AND DIMENSIONS, PRIOR TO THE BUILDING 'R 1'-0" DEEP POOL x 10' DIA. 68.3 cu. ft. per vertical ft. 6- '05 DEPARTMENT ISSUING A SIGN PERMIT, _- DATE: 0V OCTOBER 31 , 2014 C) PROJECT NO: \0- 2) ADDRESS NUMBERS ON BOTH SIDES OF PROPOSED SIGNS PILLARS ARE TO BE A MINIMUM NORTH BUILDING ROOF = 3321 sq. ft. 974-2014 ,\\o 11 CO OF 4" HIGH AND .5" WIDTH (STROKE) PURSUANT TO FIRE CODE 505.1 = .166667 ft. x (3321sq.ft.)(1.0) 0 = 553.51 cu.ft. / 68.4 cu.ft/Ft. = 8.1 vertical feet DRAWN BY: (6) PC'S ZECKOVA BDK TREE PRUNING NOTATION CHECKED BY: 0 2.5"-,3.0" CALIBER (3) 10' DIA. x 3' DEEP POOLS REQUIRED ALL STREET TREES ARE TO BE MAINTAINED TO PROVIDE THE LOWEST OR JJD C-9 120' OF FRENCH DRAIN AS NOTED SHEEP NUMBER: BRANCH AT A MINUMUM OF 6'-6" ABOVE THE FINAL GRADE. 25' BUFFER ZONE TO BE PROVIDED G CP U TI L. ob, POLE ASPHALT AREA "A" <0��J DETAIL CALCULATIONS OF FRENCH DRAIN CONSTRUCTION = 4,940 sq. ft. 61 = .166667 ft. x (4,117 sq.ft.)(1.0) o� (3) PCS THUJA GREEN GIANT NORTH BUILDING ROOF = 686.18 cu.ft. / 68.4 cu.ft./ft. = 10.03 vertical feet 6' \AO o C)0 5'-0"-6'-0" TALL 120' LONG X 4' DEEP X 3.0' WIDE = 1440 CU.FT. 1440 CU.FT. x 30% = 432 CU.FT. (4) 10' DIA, x 3' DEEP POOLS REQUIRED = 12 VF. 0 PLUS sP- I \��O 12 LENGHTS x 120' OF 4" 21PERFORATED ADS PIPE = 1440 LF. RCA AREA "B" — "RCA AREA" 125.6 CU.FT. = 19,386 sq. ft. 05 EL. 11.5' 1440 LF. x 12 X 3.14 x 2 217,036.8 CU.IN. /1728 CU.IN /CU. FT = .166667 ft. x (19,386 sq./ft)(1.0) cle- THE TOTAL CAPACITY REQUIRED = 553.51 CU.FT = 3231cu.ft. / 68.4 cu.ft./ft. = 47.24 vertical feet REBA R TOTAL CAPACITY PROVIDED IS 432 CU.FT + 126 CU.FT = 558 CU.FT. (16) 10' DIA. x 3.0' DEEP POOLS REQUIRED =48 VF, Je "N", SITE PLAN DISCLOSURE: SITE PLAN DISCLOSURE: DOB NUMBER: PROPOSED ELEVA TION CONTOUR LINE AND ELEVATION ARE 1 OF REFERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC 0 Inspection Cover I SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. (D D•A-K ASSOCIATES, LLC EXISTING ELEVATION TOPOGRAPHIC MAP. Drain Cover F7 F 8N L KEY MAP: .h `rl:; t. 015 fir: :" _ :yF�:. - i � -; ' rf"t `r�: k' MAR 3 0 2 FRENCH DRAIN DETAIL SITE ]DI.AK OF PROPERTY :. 'a,..P}'. �,Lt,15 1'M!':.'+M1 .r - '•: ¢ h <' 'i iy �, t"''!!.;'.nrb' ). l ,s:;, _-'�' ar i vt;°�'".:i., xbi�-.z• 3•���•�`'•.C".tii .�;• �:^ I N.T.S. •'o"nnAx. t - _ • }r y�'� `..< _......_._ :�'1, '�,`. r;, :::�c�^� s ', ," ,:.3:;;. 'iM' _it":.. r{�t..a•. -_r:4 ra�LF,.f_., .e�,: �•`))a l'lx , U :t�, :.c,ik.�'�.£'zlrrf # •4' :a;�'t.:�•M1�,y.�.`" �._��Aa A T GREENPORT '�� '�t`` �.rY �+' r; .M wFRN H DRAIN CALCULATIONS = LENGTH X WIDTH X HEIGHT X 30% -E C an "'*fir: 3" ".� a'��-`"�sn-'�I'1'». �.a. :-'L'r �c,' .;,,c3i+2.t!'K:'� •`r- r' t�� � �� DI•A•K ASSOCIATES LLC GRAD aL� � G,c. ,x".''' :s•4i"'=l, ,.x ,:'. a;i. >''" it.p}c.. a`':, ''' ``.<y "' 1 A WITH THE SYSTEM ----E o LL .�4 ,r,. ., � ;'=F .: ;°x...:L- f'' `�' w_ PLUS VOLUME OF ALL PIPES TO BE INSTALLED < .-4;z= ?x - ::�,x' •, , �y F *• , residentiali commercial design ineenn oconsultin Z K . ,�: r, 'l'F a - tF.A.'F'.,1e'„k,.:.+,.. �„', .ry e;f ^', 9 9 9 9 NOTE: BOTTOM OF DRAINAGE SYSTEM TO START CONSTRUCTED AT THE ;W .`, ? ;. ".,, . -<s . .<' ; . . �,M, .,,, . <,, • I- uRgo: TO S 017 SO UTHOLD y' � � � � �• •� �, �••,•• .` �, . f• -- - 2•• Z: L,�'A-:•rot :/'�:Y,...'::.��I-..� ��j LOWEST POINT AND MAINTAIN THAT ELEVATION ALONG THE ENTIRE J =LL "" " ` A $"` F u DRAINAGE SYSTEM _71"MIN. r a4 .t yF`, , { ;/,`.k ..r. aF y r'Y' ° i/r c l" `=' r 506 Main Slred hone: 631 761 6011 --� SUFFOLK CO UNTY. /7���/T �)yT , = S.a �r • " r "-- "` Weslham ion lea h,N wY r-"���; •r• •` _ �,� '�,�y�-�- � p c e York 1197E (ax: 1631)466-335 O� x:'g7:•_i�� v V�,',t. ..:�t.sl 1 .'!,t .S:_ y _ F.:•.. '�9s.-{"r"�1''•i,' ' !�. - - -r ,t '-ti=` «,; �y.,, {e'1� ;: E-Mail: CArmlW@ool.com �( /^J- (ol -`•S.i.`:3;r}H:� '' ....":'.s .tri 1, `r t• ..1• ;� .}IE,%«":c. }n :,,:, ty ,..�•n, O 1 0 0 0 5iv 0 5 5 V. '� Y•' F z.r., #+,."FA;r • .'' �j'} .- .,�, �/�:' T�A ' ' �+.'• D•erkoski,Arm i Kehl Associates.LLC"f*rm* East End Dosi n Associates.LLC "' s. _ Jrr �•`wf']r-.t.. �! r'' �1' 9 '- 't'ai, si•'t`�i �,.{-. ..Gs+r '�1' � 4. �'..,ii'F-.�:.91' S.?• !y m•:.•�' +s ,s '.� ,;-'s '> + "`n• " _ IkEt " ''' OWNERSHIP ac USE OF DOCUMENTS: PERSPECTIVE VIEW _>.` =G4 `. o '= '<r :. ._;' (t: ".`.,• r T Vis• . ' u,;.` These drawings and specifications including the :5•,�,',"s,:«);. _ {`��._!E5".:7.•.<lc',.T;-_' '� oar, i;i. z?.r.`i' ::�-. ;:i..w�..: {xx'r`F<=!'r' '; ,%�� �` .t errs' 'r' '"1' , r.'•` ideas, design and orrangements represented SEP TEMBER 18 2014 r3 therein, are the property of D.A.K. ASSOCIATES, 4, ,fr+� :. t ,' LLC. No art thereof shall be copied, disclosed 36" MINIMUM 2 x 2 OCTOBER 31, 2014 :1<r';a,: : �:_, ,;:-»^. a::. '. i 1 .: :.r, Xu,,- '. ; p p �, tr ,:_;+, : +� " :A '.i.. . to others or used in connection with any work FENCE POST DECEMBER 03 2014 _ '`' ` ; � .��-.``_ _.,:;�•:. ..:'�c-•"moi�" ,` .E,= x.,`. ;_ y `� �y, /p����'� ,�'- ,, • or project other than for which the have been ;? _ 1r.Fs: 'O4 •r -rrprepared t,1ti� rami L htF z a I re ared witho r ;x~<'.'_7�:"y.� n G Sr�y .- ut written consent. .,'.',(','..•f..•.`*{!5;<.^.'3'11:i1�,:''.,C.7Y/ 7r"» • °,r,',r,• �- `iT,M� NORTHERN FRENCH DRAIN DETAIL WOVEN WIRE FENCE - x�' >T '' „: r, � .s� �,•:• .,;�a AREA 40, 659 SQ. FT. y A -} : ..-` 10/10 WWF a «rn'xetr,yt.: r ` '. "' f� PROJECT: NOTE: WIDTHS OF FRENCH DRAINS VARY BUT FILTER CLOTH OR . 9334 ACRES :� ; :. .- ,.z. ' '. s.. THE DEPTH OF THE FRENCH WILL REMAIN AS NOTED. � {T GERARD 7.%:.+>:i- '.mss- \.^L.•.:.a. t. t,, ", ! rrti. f 'i.},y i G y,�:±r'". 'E,r7r.'�•xv-- n � r `i `� r'A, r D PIPES IN EACH FRENCH F4 A SP �� � •��� �• NOTE:NUMBER O 6 FENCE SE P O r^k::•E,. �'Er. g4. ~.Y 'X`fiT.,�.� ;'Yy'�`".` .'^'^�.,��.,� - XPi irT,'--. '.tc;:. DRAIN TO VARY (SEE BELOW) E �!_ ^\ '1.'�t.Y.�"L ilt',N}:i.r:w: e "Y.'Ce'�'3'Y'_ax' �.':?- •• .•?, N.T.S. - ENTAL E TOR OF FRENCH M .J-�`'.;<..k,�. ��:�w'";t� '3•`,F':. C t.; y �+��- 1a' -lam � ..t�..-e'rI4•�A:, DRAIN TO RE EMBED FILTER CLOTH RAS .''a z�': e'•••' s,i x=?`' " 7 x"' �' ' '- *`;"'`,'1 OVERED WITH TILT FENCE CLEAN STONES MIN ter':'.'.;+ :%`. � .', i:'•{e`' `' �' i. :'.-::. _ t ..'.r's, Z "iv:r, ,, rt ', 1r" '1Y}` ;iftF .e.• �Vy?�t ,-e.. ^;. �^ ..�.�v""'ft.*,. `�': 1,; . 6" INTO GROUND y . y/w,/y�'�, •- . " 2"J"IN SIZE ., l': �. a'L'.Rk.:.:5 •5l t,+i:tYl'CJrw: ,Y ::�''_h �./-. '`w 4" LAYER OF CLEAN ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN. PROPERTY INFORMATION: 67575 RT. 25 MAIN ROAD SAND TYPICAL NOTE: III MAXIMUM DRAINAGE AREA ADA NOTES AND SPECIFICATIONS BUISNESS LOCATION: BUISNESS CONTACT INFORMATION: GREENPORT, NEW YORK AS NOTE EXISTING RCA 1/2 ACRE / 100 LINEAR FEET THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND SITE DESCRIPTION SOUNDSIDE LANDSCAPING INC. SOUNDSIDE LANDSCAPING INC. PARKING SURFACE. RAMPS ARE TO CONFORM TO ICC/ANSI Al 17.1-2003 67575 MAIN ROAD (RT25) PO BOX 770 SLOPE GREENPORT, NY 11944 SOUTHOLD, NY 11971 WORK NOTES: GRADE 1 1.0' V. SECTION DETAIL PHONE (631) 765-5471 IX D ANS!„ -11T MIXED,,,.:r,,• ADA PARKING NOTES ( ) CHANGE GRADE TOPROVIDEADEQUATE PITCH FOR RUN-OFF.D FOLLOWING: SCTM 1000-52-05-58.3 GRAVELE MIXEDSANDtGRAVEL �� �� (2) INSTALL NEW SEPTIC SYSTEM AS PER DESIGN Milk'-�- ADA PARKING TO BE MIN. OF 10 -0 WIDE BY 20'-0 LONG AND CLEAN 1••2• SILT FENCE DETAILS IDENTIFIED BY ADA PROPER SIGNAGE SITE AREA = .9334 ACRES GRAVEL FILL. (3) INSTALL DRAINAGE SYSTEM FOR ASHALTED AREA. FILTER CLOTH PROVIDE SMOOTH (4) CONSTRUCTION OF NEW BUILDING (40,659 sq. ft.) SCALE: NTS SOIL O UNEXCAVATED 1" FIBERBOARD (5) CONSTRUCTION OF PARKING AREA WITH DRAINAGE SYSTEM AS PER PLAN. PROPERTY OWNER CONTACT INFORMATION: _11111 BROWNLOAMVSAND(SM) TRANSITION EXPANSION JOINT (6) CONSTRUCTION OF FRENCH DRAINAGE COLLECTION AND RETENTION SYSTEMS TO GERARD ORIENTALE � 4"DIAMETER ADS SILT FENCE TO BE INSTALLED ON UPHILL SIDE OF FRENCH DRAIN TO PREVENT WITH NO LIP mu. PERFORATED PIPE RECHARGE THE RUNOFF FROM A 2" RAINFALL. PO BOX 770 QUANTITY AS PER CONTAMINATION OF FRENCH DRAIN SYSTEM DURING CONSTRUCTION. RAMP AT 1: 12 SOUTHOLD, NY 11971 DESIGN EQUALLY TRUNCATED DOME (7) INSTALLATION OF NECESSARY PUBLIC UTILITIES 0 00 Q = SPACED DETECTABLE MAX. SLOPE PHONE H (631) 765-5471 =1uu aT-_ I�����p Iglu 7.0 WARNING RAMP MIN. WIDTH 5'-0" ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) >ID= wuw r= FRENCH DRAIN DETAIL MAX. SLOPE 1: 10 SCHOOL DISTRICT GREENPORT ��NT, I FIRE DISTRICT GREENPORT BROWN FINE TO COARSE SAND(SW) 5.0' 1 I 50' MIN. _ -..-----'-r-.�. �. BUT SUFFICIENT TO KEEP z ADJACENT OWNERS INFORMATION: SEDIMENT ON SITE cc WATER IN BROWN FINE TO COARSE SAND(SW) G W HAY MAIL AND/OR 4„ MIN. COMPACTEDSOUTH PROPERTY NORTH PROPERTY: REVISIONS: SILT FENCING GRAVEL BASE d- RATSO LLC. CSC ACQUISITION NY. INC: DECEMBER 03, 2014 6 x 6 WWM AT MID DEPTH GENERAL SEQUENCE OF SITE ACTIVITIES: PO. BOX 249 P0. BOX 398 MARCH 04, 2015 < oBETHPAGE, NY, 11714-0249 GREENPORT, NY 11944 ' I LL Q �.'':,., SCTM# 1000-52-05-59.5 SCTM;� 1000-52-05-58.2 '" ADA RAMP DETAIL (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE : • : N.T.S. SITE TO PROVIDE EROSION CONTROL. • WEST PROPERTY: •..t''�^;`•;�.:;.>�,;.��;'�����:��: ,,,.; - ,,�� ((3) ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE SEAWAY MACHINE SHOP LLC. - 4) ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND 600 ROBINSON ROAD 01 GREENPORT, NY. 11944 COVERED WITH TARPS TO PREVENT RUNOFF. SCTM 1000-52-05-58.1 ll a`;ti?^:'`�.'•-::•.,: t 4k,,:t..•r:.:-.'•'.;,y;;:� ,.�, :,;.x,';,•:':,,q":•�G�•;;.::'� ;ti:^;'':.i'^.;`.:') CV '�� >7 ,::•, •,`• - ..'" 1'' ': • , -'- •>'•' R & PAVEMENT DETAIL: (5) INSTALLATION OF DRYWELLS STORM DRAINS DURING CONSTRUCTION OF BUILDINGS. THIS Northern French Drain dimensions are as follows: >�;. �� :. :.. :.,�'; ^Y, ;.;�,t`: o CURB IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED AND TO INSURE MAXIMUM CONTAINMENT. SANITARY: The 120 foot long by 3 feet wide Northern leg of french drain (6) INSTALLATION OF ANY UTILITIES REQUIRED. runs East to West along the Northern property line and then r (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT GENERAL NOTES: continues in a Southerly direction along the Western property CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED RUNOFF AND STORM DRAIN CONTAMINATION. 1. TO BE IN COMPLIANCE WITH THE SCDHS WASTEWATER 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPRO D R.C.A. FINISH R= 1 - 1/2 line for 40 feet by 3 feet wide. This drain is to contain 12 lenghts FILL 7018" (Min.) AGOVE EXISTING GRADE FOR DR NAGE. I`�l (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS, MANDRAINA REGULATIONS. ,f GRADE of 4 ADS perforated pipe, (6 wide pattern). (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. 2. ALL DRAINAGE AND WORK IS TO MEET STATE do LOCAL CODE. 2" WEARING (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS 3. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED DRAWING TITLE: This French Drain is to be 4 feet deep and lined with filter cloth to PLAN VIEW COUP _ (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. insure sediment will not infiltrate the gravel and reduce the I A R E CO (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. ALLOWABLE SANITARY FLOW (DENSITY_..): efficiency of the system. All 4" corrigated and perforated pipes are to be installed on a 4" bed of gravel at the base of the •. 6" STABILIZED GROUNDWATER MANAGEMENT ZONE IV EXISTING GRAD - trench. SOIL BASE - ALLOWABLE FOR SITE WITH PUBLIC WATER 600 GPD PER ROAD ACRE SAND AND - GENERAL NOTES Each 6" corrigated and perforated pipes from the gutter leaders at CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED the corners of the buildin are to be connected to a min. of HAY BAIL AND/OR 3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. GRAVEL BASE 600 GPD / ACRE x .9334 ACRES = 560.04 GPD ALLOWABLE g SILT FENCING I FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. GENERAL POLLUTION CONTROL MEASURES: (2)4" ADS pipes (seperate runs) in the French Drain system. I I SEWAGE DISPOSAL DESIGN CALCULATIONS: The depth of the French Drain will insure the that the bottom CROSS SECTION CURB & PAVEMENT DETAIL AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION of the system will be at the level of the Brown coarse to fine TEMPORARY CONSTRUCTION ENTRANCE N.T.S. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT NORTH BUILDING: sand as well as below the frost line giving us the max CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE permability rate. SALE:NTS STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. DRY STORAGE: 3200 sq, ft @ .04 GPD./SF = 128.00 GPD SET: ISSUED FOR: DATE: The French Drain will then be filled with Gravel to @ 6" below SEPTIC DETAIL: (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE TOTAL REQUIRED FLOW FOR NORTH BUILDING =128.00 GPD. the final grade and the filter cloth will then be overlapped ROUND SEPTIC TANK PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS across the top of the gravel and covered with 6" of clean sand N.T.S. TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION, to create the shoulder area. (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A SEPTIC TANK REQUIRED FOR NORTH BUILDING' MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE 128 GPD (USE MIN. SYSTEM) x 2 DAYS = 256 GALLONS EXPOSED AND UNSTABLE, ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE PROVIDE A 1200 GAL SEPTIC TANK MIN. SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL O O ELEV. ARE BASED ON CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL (1) 8'-0" DIA. x 5'-0" HIGH SEPTIC TANK TEST HOLE ELEVATION CONSERVATION SERVICE RECOMMENDATION). (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS SEAL: (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS 2' MAX CHIMNEY MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE LEACHING BASIN DETAIL: 2.5' MAX FROM TOP DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH 0'-0" LEACHING POOLS REQUIRED: OF NQ, OF SLAB TO GRADE GROUND COVER. 128 GPD / 1.5 GPD/SQ.FT. = 85 SQ,FT / 31.4 SQ.FT/ LFT. = 2.7 LIN. FT, C-� C-) . DEF,?, O,pfi HEAVY DUTY CAST IRON FRAME (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO FAV. HEAVY DUTY CAST IRON FRAME AND LOCKING COVER TO GRADE RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. r �� Arr • ;'� , FINISHED GRADE--\ AND LOCKING COVER TO GRADE HEAVY DUTY CAST IRON FRAME AND LOCKING COVER TO GRADE SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF 300 SQ.FT. / 31 .4 SQ.FT / LIN. FT GRADE ELEV. 12.5' FIFV 195 THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. y .C`,,r 2" WEAR COURSE TO BE PITCHED FINISHED GRADE 11.67' MIN REQUIRED = 10 FT DIA. X 10 FT EFFECTIVE = J ti CHIMNEY (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO F o TOWARDS DRAIN COVER. 1' MIN. 2.5' INLET LINE 4 10 x 2.5' EFFECTIVE DEPTH POOLS OA 725 ELEV. 11.5' 24" 2' MAX MAX. 24" 2.s' 0 1,►MIN. PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO ( ) TRAFFIC COVER WASTELINE a^ TRAFFIC BEARING SLAB ELEV. 11.5' LOCATE DROP "T" MIN. 4" DIA MAx• REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND ESSIt3 PIT AREA SOI; f UNDER ACCESS SDR35 PVC PIPE 2' MAX. CAST IRON FRAME & GRATE BOTTOM of ELEV. 11.03' z 6" OPENING FOR PITCHED 1/8" MIN. traffic cover ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN. OF 6" OF MAINTENANCE PER FOOT O Q CAMPBELL FOUNDRY ELBOW ELEV. 11.0'- IE. 10.75' INLET IE. 10.58' 6" 6" - CRUSHED STONE. BUILDING & SECURITY LIGHTING: JAMES DEER OSKI, PE. OUTLET IE. 10.08' MIN. 4" DIA. 10.7' IE. 9.92' o O9 (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL 1_____ MIN. 4" DIA Professional n ineer ' HOUSE TRAP MIN. 4" DIA SDR35 PVC 14 18" SDR35 PVC MAX. D REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE g 10 DIAMET HOUSE TRAP WITH CLEANOUT SDR35 PVC PIPE PITCHED i_ PIPE PITCHED o 0 E o PIT WITH 2'-0" MIN. PIPE PITCHED 1/4" PER FOOT a" 1/a" FT. N N PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND DATE: 1' MINIMUM 1' MINIMUM C.I.THROUGH 1/4" PER FOOT 4' EFFECTIVE in MIN. 3' MIN. N DEPTH 2.5' EFFECTIVE SCREENING. OCTOBER 31 , 2014 FOUNDATION. o DEPTH 0 FLOW LINE � 5: (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. PROJECT N0: oD Doo a- 0- (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL D.A.K. ASSOCIATES LLC. AND ITS 974-2014 �4'MIN. 10' o" DIA. > ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY MEMBERS ARE NOT RESPONSIBLE FOR SAFETY DRAWN BY: I I � STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. BDK 8'-0"DIAMETER I ELEV. 7.42' (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN CHECKED BY: ' 1 200 GALLON CYLINDRICAL SEPTIC TANK DETAIL FT. MI . ABOVE GROUND WATER ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172. JJD , r AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION SHEET NUMBER: El❑ ��3 BACKFILL MATERIAL N.T.S. ELEV. 3.5' CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF I % TO ❑H o ; DETAIL OF CONSTRUCTION SANBEA CLEAN GRAVEL. 6' MIN. PENETRATION SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND El , S A VIRGIN STRATA OF REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. El 0 i 1) BOTTOM OF POOL SHALL BE MINIMUM OF 3' ABOVE HIGH SEASONAL GROUNDWATER. LEACHING POOL DETAIL SAND AND GRAVEL (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO NOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON El 10 2) SHOW AREA FOR 50% EXPANSION OF THE LEACHING POOLS. N.T.S. BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE THE BUILDING WHICH WILL BE WIRED TO MOTION SENSORS. THESE LIGHTS WILL ❑0 3) USE ONE (1) 1200 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION REMAIN ON FOR A MAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO El10 1 4) USE FIVE (5) 8FT. DIAMETER, 3FT, HIGH PRECAST CONCRETE LEACHING RINGS OR FOUR(4) TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH LIGHTS WILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN GN 18FT. DIAMETER, 3FT. HIGH PRECAST CONCRETE LEACHING RINGS, SPACED 8FT. APART, CONTINUOUSLY, PERMIT) - I5) USE 4 INCH DIAMETER, APPROVED SEWER PIPE THROUGHOUT. 1 SAND G1RAVEL -�, 6) THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE DISTRIBUTION POOL AS THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED HIGH AS POSSIBLE, THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION FIXTURES. FIXTURES ARE TO MOUNTED INSIDE THE UNDER SIDE OF THE SOFFITS 7 ALL CROSS-OVER PIPES ARE TO BE STRAIGHT 4 INCH DIAMETER PVC SDR 35, WITHOUT REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO (WHITE). THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING 2'-0" TO GROUND WATER ) THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL DURING HOURS OF OPERATION AND WILL BE ON A TIMER, LEACHING BASIN DETAIL DROP 'T's AND MUST BE LEVEL, 1Y2 FEET ABOVE THE BOTTOM OF THE LEACHING RINGS, MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY N.T.S. 8) BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE 9) SLABS SHALL BE MINIMUM OF 12 INCHES BELOW GRADE. ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT, DOB NUMBER: 10) SOLID CONCRETE COVER SHALL BE BETWEEN 6 INCHES AND 12 INCHES BELOW GRADE. 1 OF 1 (DD-A-K ASSOCIATES, LLC KEY MAP: D.A.K. Associates LLC. AND ITS MEMBERS ARE NOT ALBERTSOIV'S LAIVE SITE PLAN 0F PROPERTY RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED A T GREENPORT D•A•K ASSOCIATES LLC LIGHT LAYOUT. IT IS A DESIGN BASED UPON THE TO WAI OF SO UTHOLl� residential[commercial design•engineering•consulting SOUTHOLD TOWN CODE - ARTICLE -172. SUFFOLK COUNTY, KY 506 Main Street phone: (631(433-9084 Westhampton Beach,New York 11978 fax; (631)466-3354 E-Mail: ssbn654@optonline.net 1000- 52- 05- 58. 3 = ,, D•erk•ski.Arm 4 K•hl Associates,LLC•form•r�East End Design Assoc_iates_L_LC_ (SFTq< SCALE: 1 "- 2O ' OWNERSHIP do USE^OF DOCUMENTS: T These drawings and specifications including the Bo ORgeF)/lo�Nc Q) SEPTEMBER 78� therein,ideas, design and arrangements represented reinin, are the property of D.A.K. ASSOCIATES, L. 7,5 I OCTOBER 31P 2014 toothersor used art e n conof lnection copied,l be h any disclosed F s'N �' DECEMBER 03 20 4 or project other than for which they have been Oprepared without written consent. METAL � `s6� BUILDING nMETAL �; bs� o �j�/�i� AREA= 40, 659 SQ. FT. PROJECT: (STORAGE) d R S °O ti �� 6� C �S Q •FNO S F °�o" �j �F C? 'Q,q�. �' OR . 9334 ACRES GERARD w04�0 a O FEL. . /�. �, s s �F� <<� ORIENTALE 2 s N 0 $w �.�ss • F�FNC S `��F��9 ST °'Q y 1 POTABLE w L` 0,4 10 SGA � /9�� WATER Z C. . Of o' 0 / �� �' /� V PROPERTY INFORMATION: 67575 RT. ZJ, MAIN ROAD w r •` C� GREENPORT, NEW YORK V ���Ass �<<S h S/ + 1 �aRAss ,� �/'F�aR,ss I CL_12.0 \ -- / BUISNESS LOCATION: PROPERTY OWNER CONTACT INFORMATION: Q S r > a \ EEL 9Q ' \ I ! ( ) WORK NOTES: 67575 MAIN ROAD RT25 GERARD ORIENTALE K/J ((� O •�,; o� .� V O ��� GREENPORT, NY 11944 PO SOUTHOLD?NY 11971 SCTM 1000-52-05-58.3 PHONE # (631) 765-5471 IX-1F ° h'F /� '�'? '" •• �'� / bo i � � ' �v SITE AREA = .9334 ACRES ,Q \ �0) O '��y STO (OR o, °`may ' , o � �, C./. ° ,o (40,659 sq. ft.) \� !��/ �\ '� / 'o" e j U�p1_4 pRu5 0 "� x3 o, TOTAL 115 PC'S LIGUSTRUM PRIVET QJ Cb- A 1 SE I A ( ) O J ,` �G�h' , / ` / ���/ OS qcF e�& ° O'k3o,1 ?s,o iN �(y A 5' TALL INSTALLATION SIZE EXISTING PROPERTY ZONED LIGHT INDUSTRIAL LI `Z' O � / ? j /1 r; / 3� r T Q,t`O e/ 0 ' / C F� Y ( ) ' cA WSA / e�Y �\,,V O O o� ,00A .,o FIRE �� 2, Tj\ SCHOOL DISTRICT GREENPORT °x3o h',q< T / GgRq NC�' c 0 g1 0 UTi 6' HIG� BLK CHAIN LINK FENCE W/ PRIVACY SLATS FIRE DISTRICT GREENPORT Q O / c P /�� Q �/ r "'/ / F // F S�qe �oe�9 ,OOA 1 (8) PC's ZECKOVA ADJACENT OWNERS INFORMATION: w 01 ,ox3o F qsp / � �v c ,�\ 30,/ � � 2.5"-3.0" CALIBER yq / a` k 2� � SOUTH PROPERTY NORTH PROPERTY: O $' O + tcc.. REVISIONS: C� O / h�. T �� ��, 25 BUFFER ZONE TO BE PROVIDED CSC ACQUISITION NY. INC. RATSO LLC. \ 2� ' cu �� �' P0. BOX 249 P0. BOX 398 DECEMBER 03, 2014 3, BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 -52-OS-59.5 -52-05-58.2 MARCH 04, 2015 SCTM# 1000SCTM# 1000 dQ, WEST PROPERTY: \ x3 j SEAWAY MACHINE SHOP LLC. 600 ROBINSON ROAD 4, \ GREENPORT, NY. 11944 SCTM# 1000-52-05-58.1 CL.10.0' j G/ SP C` NF< \cw LI •�10 - , RCq m '`�, , 4ply '�� �� OCq r/O\,.S DISTRICT LIGHT INDUSTRIAL gRFq N TEST HOLE. N.T.S. LOT SIZE (square feet 40,000 LOT WIDTH feet 100 •�,,,� �okp o ' �'� �; __ ` 1 B \ TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE BORING DONE ON 05/01/01 PT '� 3041 °' ,\/ r,,_/: ,ok.3A0� o • °� I S �c19 DRAWING TITLE:VARIA 2 RF3ooq �-• p' n' ✓ 0 EL. 8.5' SIDE YARD (feet) 20 �� BOTH SIDE YARD feet } , , ,o,4, o,4•p ,-tea:_; (� `c `� MIXED SAND, GRAVEL c 10,4,0�3. 3 ��o� > ' REAR YARD feet70 o o, __; - Q ��/9\ 25+ BUFFER ZONE TO BE PROVI D cv�Q 1.5 LANDSCAPE AREA % <A IQ) LOT COVERAGE % MAX \�, -�'. 10, t'0•x30 °x3o� / `- 4 \ fi Jam" BROWN LOAMY SAND SM BUILDING HEIGHT feet SITE PLAN <A F�•9\ / 3.5' NUMBER OF STORIES 5 '0x30 °r °x3o� J ' \ /Q' 2 REFER TO APPROPIATE ZONE ORDINANCE 0 �\O ��P \Q�' BROWN FINE TO COARSE SAND SW LOT COVERAGE: \G ��j GO GF, � EL. 8.0 ` �\\ 10,E. o�o� / `",_; OQ � UT 5.0 S 0 TOTAL LOT SIZE: 0.9334 ACRES or (40,659 sq. ft.) FE0.4N t �P\c�5� 0.4'W \ \ ;\• /J -- ' �� POLE (TOTAL 115) PC's LIGUSTRUM PRIVET NORTHERN BUILDING = 3200 sq. ft. gam; ISSUED FOR: DATE: \,\�Q `\yOG�� c V` 10 5'J / EL.1�.0' UJ j '� 5' TALL INSTALLATION SIZE WATER IN PALE BROWN FINE TO COARSE SAND SW TOTAL ALLOWABLE LOT COVERAGE: 12197.7 sq/ft E f- (30% TOTAL LOT COVERAGE ALLOWED) �'J" �03. / / ��� 4, 11.0' LOT COVERAGE: 3200 sq. ft. or 7.87 (30x allowable) ;, ?S` COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE HARDSCAPE AREA: 15,822.34 sq.ft (RCA AREA, ASPHALT AREA, do CONC. AREA 04 11_ G _> s F� / R O4b LANDSCAPE AREA: 13,028.93 sq. ft. or 32.04% (257. required) �� � C4 �R �C� �� u O �Q / REQ Fq EROSION&SEDIMENT CONT PARKING CRITERIA: SEAL. N J\ v Shall include but not be limited to: 1 PER EMPLOYEE OR 1 PER 500 SQUARE FEET OF FLOOR AREA. WHICHEVER POLE �J�v A well maintained Construction Entrance, IS GREATER. Q stabilization & O �S V � �- Wire backed Silt Fencing, NORTH BUILDING AREA: 0Seeding of exposed and/or inactive soils. 3200 sq. ft. • 1 SPACE / 500 sq. ft. = 6.4 = 7 SPACES 25' BUFFER ZONE TO BE PROVIDED OR 6 EMPLOYEES = 6 SPACES TOTAL PARKING SPACES REQUIRED = 7 SPACES DRAINAGE INSPECTIONSa R 6E4 TOTAL SPACES PROVIDED = 8 SPACES UIRED before PARKING SPACES PROVIDED 7 + 1 HANDICAP SPACE = 8 SPACES TOTAL Contact TOS Engineering Backfill,OR Provide Engineer's Certification t <. RCA V� Ov has been installed to Code. that the drainage DRAINAGE do ROOF RUNOFF: 1.0' v RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0, RCA = 1.0 JAMES DEERKOSKI, PE. 1'-0" DEEP POOL x 8' DIA. = 42.24 cu. ft. per vertical ft. Professional Engineer ,,.. C/SAPPROVAL OF STO WATER MANAGEMENT t'-o" DEEP POOL x 10' DIA. = 68.3 cu, ft. per vertical ft. DATE: CONTRO P N/- n Cod er 6 OCTOBER 31 , 2014 ��� '( , \, ,,O �(3 Date: 3 3 �S NORTH BUILDING ROOF = 3321 sq. ft, PROJECT NO: - O Q 1 / k t0 Approved b = .166667 ft. x (3321sq.ft.)(1.0) 974-2014 0� = 553.51 cu,ft. / 68,4 cu.ft/Ft. = 8.1 vertical feet DRAWN BY: �\�\�' �\� ��P O G`�` / �k,p `'.R`-+r• F�S (8) PC'S ZECKOVA \" BDK �O PG0 G�� `' ( �� 2.5"-3.0" CALIBER j,3) 10' DIA. x 3' DEEP POOLS REQUIRED CHECKED JJD G '(\ 'J \GX'` �1�, ,��v 120' OF FRENCH DRAIN AS NOTED H NUM \ ONS ',. °<;: 25' BUFFER ZONE TO BE PROVIDED <v� Q ' Q� U TI POLE �Jvv DETAIL CALCULATIONS OF FRENCH DRAIN CONSTRUCTION ASPHALT AREA "A" O I = 4,940 sq, ft. �� G .� QJ = .166667 ft. x (4,117 sq.ft.)(1.0) O/ '` \v° � (3) PCS THUJA GREEN GIANT ` NORTH BUILDING ROOF = 686.18 cu.ft. / 68.4 cu.ft./ft. = 10.03 vertical feet 1oQ 5'-0"-6'-0" TALL 120' LONG X 4' DEEP X 3.0' WIDE = 1440 CU.FT. 1440 CU.FT. x 30% = 432 CU.FT. (4) 10' DIA. x 3' DEEP POOLS REQUIRED = 12 VF.PLUS�� Q �3 12 LENGHTS x 120' OF 4" 2PERFORATED ADS PIPE = 1440 LF. - RCA AREA „B„ _ „RCA AREA" SP- 05� EL. 11.5' OJ 1440 LF. x 12 X 3.14 x 2 217,036.8 CU.IN. /1728 CU.IN /CU. FT 125.6 CU.FT. = 19,386 sq. ft, .166667 ft. x (19,386 sq./ft)(1.0) • = REBAR ,,e �P�� �v THE TOTAL CAPACITY REQUIRED = 553.51 CU.FT = 3231cu.ft. / 68.4 cu.ft./ft. = 47.24 vertical feet TOTAL CAPACITY PROVIDED IS 432 CU.FT + 126 CU.FT = 558 CU.FT. e 5Q (16) 10' DIA. x 3.0' DEEP POOLS REQUIRED =48 VF. ,C�0 DOB NUMBER:i\� �`I " SITE PLAN DISCLOSURE: SITE PLAN DISCLOSURE: -- PROPOSED ELEVA TION --- -CL_X.E---- 9c, , ' CONTOUR LINE AND ELEVATION ARE 1 OF 1 \� REFERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC EXISTING ELEVATION - - - - - - - ��1 TOPOGRAPHIC MAP. SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. Inspection Cover Drain Cover ©D-A-K ASSOCIATES, LLC KEY MAP: FRENCH DRAIN DETAIL SITE' PLAN OF PROPERTY N.T.S. 18'-0"MAX. C.to C. --- -----:------- FRENCH DRAIN CALCULATIONS = LENGTH X WIDTH X HEIGHT X 307. AT GREEIVPORT PLUS VOLUME OF ALL PIPES TO BE INSTALLED WITH-IN THE SYSTEM _ NOTE: BOTTOM OF DRAINAGE SYSTEM TO START CONSTRUCTED AT THE _ - _ residential a comm d GRADE • .. ., .,. LL? � ASSOCIATES, LLC :. 47 . Z TO WIV OF S er�ia esi9n engineering.consulting LOWEST POINT AND MAINTAIN THAT ELEVATION ALONG THE ENTIRE j� f _U. DRAINAGE SYSTEM } -�-MIS 506 Main Skeet phone: 16311161.6071 SUFFOLK COUNTY � Westhampton Beach,New York 11978 fax: 631 466-3354 � II E-Mail: CArniffl@aol.com 1000- 52- 05- 58. 3 Darkoski,Arm L Kohl Associates,LLC•form erly Easl End D•sin Associates,LlC NORTHERN FRENCH DRAIN DETAIL � PERSPECTIVE VIEW OWNERSHIP do USE OF DOCUMENTS: These drawings and specifications including the NOTE: WIDTHS OF FRENCH DRAINS VARY BUT SEPTEMBER18, 2014 ideas, design and arrangements represented THE DEPTH OF THE FRENCH WILL REMAIN AS NOTED. therein, are the property of D.A.K. ASSOCIATES, 36" MINIMUM 2 x 2 OCTOBER 31, 2014 LLC. No port thereof sholl be copied, disclosed 6' FENCE NOTE:NUMBER OF 4"ADS PIPES IN EACH FRENCH to others or used in connection with any work DRAIN TO VARY. (SEE BELOW) or project other than for which they have been FENCE POST M R 03 2014 N.T.S. prepared without written consent. TOP OF FRENCH DRAIN TO BE WOVEN WIRE FENCE AREA- 40, 659 SQ. FT. PROJECT: COVERED WITH SILT FENCE CLEAN STONES (6 X 6 - 10/10 WWF) 2".3"IN SIZE Z FILTER CLOTH OR . 9334 A CRE'S GERARD LAYER OF CLEAN C N SAND TYPICAL ORIENTALE S NOTE" EXISTING RCA PARKING SURFACE. SLOPE EMBED FILTER CLOTH BOE GRADE 1 1,0' L.V. MIN. 6" INTO GROUND MIXEz+ 77 p ^.-. 'fit,n',?3`•.:..si`'K':i ,'^ 16 G E MIXED SAND i GRAVEL 4n - CLEAN 1"-2" ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: PROPERTY INFORMATION: 67575 RT. 25, MAIN ROAD GRAVEL FILL. NOTE: LLJ FILTER CLOTH UNEXiCAVATED MAXIMUM DRAINAGE AREA ADA NOTES AND SPECIFICATIONS BUISNESS LOCATION: BUISNESS CONTACT INFORMATION: GREENPORT , NEW YORK CD sol) 1/2 ACRE / 100 LINEAR FEET THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND SITE DESCRIPTION SOUNDSIDE LANDSCAPING INC. SOUNDSIDE LANDSCAPING INC. BROWN LOAMY SAND(SM) RAMPS ARE TO CONFORM TO ICC/ANSI Al7.1-1998 ( ) cn j lull 67575 MAIN ROAD RT25 PO BOX 770 --4"DIAMETER ADS GREENPORT, NY 11944 SOUTHOLD, NY 11971 WORK NOTES: PERFORATED PIPE SECTION DETAIL THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: PHONE # (631) 765-5471 DESIGN EQUALLY QUANTITYUADA PARKING NOTES (1) CHANGE GRADE TO PROVIDE ADEQUATE PITCH FOR RUN-OFF. SCTM�1 1000-52-05-58.3 ALLY O BII S►ACIED ADA PARKING TO BE MIN. OF 10'-0" WIDE BY 20'-0" LONG AND (2) INSTALL NEW SEPTIC SYSTEM AS PER DESIGN 7.0' SILT FENCE DETAILS IDENTIFIED BY ADA PROPER SIGNAGE 9334 ACRES (3) INSTALL DRAINAGE SYSTEM FOR ASHALTED AREA. SITE AREA = . 40,659 s ft. FRENCH DRAIN DETAIL :CALF:NTS (4) CONSTRUCTION OF NEW BUILDING ( q' ) " BROWN FINE TO COARSE SAND(Bvh PROVIDE SMOOTH " FIBERBOARD (5) INSTALL TEMPORARY HOOP STORAGE TENT FOR USE DURING CONSTRUCTION. PROPERTY OWNER CONTACT INFORMATION: 5.0' TRANSITION EXPANSION JOINT SILT FENCE TO BE INSTALLED ON UPHILL SIDE OF FRENCH DRAIN TO PREVENT WITH NO LIP (6) CONSTRUCTION OF PARKING AREA GERARD ORIENTALE (7) CONSTRUCTION OF FRENCH DRAINAGE COLLECTION AND RETENTION SYSTEMS TO PO BOX 770 WATER IN BROWN FINE TO COARSE SAND(S" CONTAMINATION OF FRENCH DRAIN SYSTEM DURING CONSTRUCTION. RAMP AT 1: 12 „ SOUTHOLD, NY 11971 TRUNCATED DOME RECHARGE THE RUNOFF FROM A 2 RAINFALL. DETECTABLE MAX. SLOPE (8) INSTALLATION OF NECESSARY PUBLIC UTILITIES PHONE # (631) 765-5471 Northern French Drain dimensions are as follows: WARNING RAMP MIN. WIDTH 5'-0" EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) MAX. SLOPE 1:10 ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES. SCHOOL DISTRICT GREENPORT The 120 foot long by 3 feet wide Northern leg of french drain runs East to West along the Northern property line and then I 50' MIN. FIRE DISTRICT GREENPORT continues in a Southerly direction along the Western property -�-r BUT SUFFICIENT TO KEEP z ADJACENT OWNERS INFORMATION: line for 40 feet by 3 feet wide. This drain i:s to contain 12 lenghts SEDIMENT ON SITE of 4" ADS perforated pipe, (6 wide pattern). HAY BAIL AND/Oft 4" MIN. COMPACTED SOUTH PROPERTY NORTH PROPERTY: REVISIONS: SILT FENCING GRAVEL BASE _ CSC ACQUISITION NY. INC. RATSO LLC. DECEMBER 03, 2014 This French Drain is to be 4 feet deep and lined with filter cloth to PO. BOX 249 P0. BOX 398 6 x 6 WWM AT MID DEPTH GENERAL SEQUENCE OF SITE ACTIVITIES: BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 MARCH 04, 2015 insure sediment will not infiltrate the gravel and reduce the � �:. efficiency of the system. All 4" corrigated and perforated pipes '.:-,, : SCTM# 1000-52-05-59.5 SCTM 1000-52-05-58.2 ::"t.:;•; ::;: ;::',.;:.,; w ::;:;; .;::.;:;';j;;::. ;; T:: .::: :::::::<;. .•: ;;;. ADA RAMP DETAIL (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE are to be installed on a 4„ bed of gravel at the base of the ;�;:;. £ •,,': =;-'.. ' _ 4 o N.T.S. P SITE TO ROVIDE EROSION CONTROL. WEST PROPERTY: trench. _ ((3) ROUGH GRADE WILL BE ESTABLISHED MAINTAININGALLRUNOFF ON SITE SEAWAY MACHINE SHOP LLC. �y�- .ti�iF.'':''•?ti:a;.Ci. ,..w-�:.lc �'aiw,i„} �:�.i a.:, {'Lti:.:;`tc.:y` Z S 4 ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND 600 ROBINSON ROAD Each 6' corri ated and perforated pipes from the utter leaders at a -;' '1:` =�� - a:• � ( ) GREENPORT, g p p p g : ;*---- -r= � �`= -,�,. COVERED WITH TARPS TO PREVENT RUNOFF. NY. 1 1944 the corners of the building are to be connected to a m of r.: : r �W5 INSTALLATION OF DRYWELLS STORM DRAINS DURING CONSTRUCTION OF BUILDINGS. THIS SCTM 1000-52-OS-58.1 ( ) : ; r•. 2 4 ADS pipes se erate runs in the French Drain system. t �`G; '.. .., r::`'e�`" '';`' .:'.::: CURB dt PAVEMENT DETAIL: ( ) p p ( p ) y �� •'�{=:-;=r; +`::;.;:.,:�.•- ~�...::::>,:.�t ..;r.• .: ; ,,� •,:>•:.. .'<<:r•; o� IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED ��� .;�� <;;c;!' ''ti. 'M1`� "�'_,•'-^��-�K,'''�'�`:. AND T0 INSURE MAXIMUM CONTAINMENT.T. SANITARY: French Drain will insure the that the bottom ...,�. z"'~ .< 6 The depth of the re ch D a (6) INSTALLATION OF ANY UTILITIES REQUIRED. of the system will be at the level of the Brown coarse to fine *;•., ;. ~ ;•_... ^:, 611 (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT GENERAL NOTES: sand as well as below the frost line giving us the max CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTEDRUNOFF AND STORM DRAIN CONTAMINATION. 1. TO BE IN COMPLIANCE WITH THE SCDHS WASTEWATER permability rate. 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPRO D R.C.A. FINISH R= 1 - 1/2" MANGEMENT REGULATIONS. FILL Tati" (Min.) ABOVE EXISTING GRADE FOR DR NAGE. GRADE �, (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. 2. ALL DRAINAGE AND WORK IS TO MEET STATE do LOCAL CODE. The French Drain will then be filled with Gravel to @ 6" below 2" WEARING (10) PROVIDE SEEDING AND MAINTAINING OF ALL LANDSCAPED AREAS 3. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED DRAWING TITLE: the final grade and the filter cloth will then be overlapped PLAN VIEW COUR (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. across the top of the gravel and covered wiith 6" of clean sand to create the shoulder area. E 5b (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. ALLOWABLE SANITARY FLOW (DENSITY) I . '� 6" STABILIZED GROUNDWATER MANAGEMENT ZONE IV R 0 A D I EXISTING A SOIL BASE ALLOWABLE FOR SITE WITH PUBLIC WATER = 600 GPD PER ANDAND/ - ACRE GENERAL NOTES CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED HAY BAIL AND/OR ( 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. GRAVEL BASE 600 GPD / ACRE x .9334 ACRES = 560.04 GPD ALLOWABLE SILT FENCING FILL ro1O• (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. GENERAL POLLUTION CONTROL MEASURES: SEWAGE DISPOSAL DESIGN CALCULATIONS: CROSS SECTION CURB & PAVEMENT DETAIL AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION TEMPORARY CONSTRUCTION ENTRANCE N.T.S. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT NORTH BUILDING: CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE SCALE:NTB STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. DRY STORAGE: 3200 sq. ft 04 GPD/SF = 128.00 GPD SET: ISSUED OR: DATE: SEPTIC DETAIL: ROUND SEPTIC TANK (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE TOTAL REQUIRED FLOW FOR NORTH BUILDING =128.00 GPD. PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS N.T.S. TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A SEPTIC TANK REQUIRED FOR NORTH BUILDING MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE 128 GPD (USE MIN. SYSTEM) x 2 DAYS = 256 GALLONS EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE PROVIDE A 1200 GAL SEPTIC TANK MIN. SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL 0 (1)ELEV. ARE BASED ON CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL 8'-0" DIA. x 5'-O" HIGH SEPTIC TANK TEST HOLE ELEVATION CONSERVATION SERVICE RECOMMENDATION). (4' LIQUID DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS SEAL: (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS 2' MAX CHIMNEY MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE LEACHING BASIN DETAIL: 2.5' MAX FROM TOP DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH 10 -0" LEACHING POOLS REQUIRED OF SLAB TO GRADE GROUND COVER. 128 GPD / 1,5 GPD/SQ.FT, = 85 SQ.FT / 31 .4 SQ-FT/ LFT. = 2.7 LIN. FT. AV.F HEAVY DUTY CAST IRON FRAME (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO HEAVY DUTY CAST IRON FRAME AND LOCKING COVER TO GRADE RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ,FT. FINISHED GRADE AND LOCKING COVER TO GRADE HEAVY DUTY CAST IRON FRAME SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF 300 SQ.FT, f 31.4 SQ,FT. / LIN, FT = GRADE ELEV. 12.5' AND LOCKING COVER TO GRADE THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. 2" WEAR COURSE TO BE PITCHED ET LINE FINISHED GRADE 11.67' (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO MIN REQUIRED = 10 FT DIA X 10 FT EFFECTIVE _ TOWARDS DRAIN COVER. 1' MIN 2.5' CHIMNEY MIN. 4 IA 4 1 O'x 2.5' EFFECTIVE DEPTH POOLS .ELEV. 115' 24AX. 24" SDR35 PVC PIPE PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO ( ) TRAFFIC COVER WASTELINE 8" TRAFFIC BEARING SLAB 2' MAX.MAXELEV. 11.5' LOCATE DROP "T" PITCHED 1/8" ° 1 MIN. REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND PIT AREA _U"i UNDER ACCESS PER FOOT 2' MAX.. ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN, OF 6" OF CAST IRON FRAME & GRATE BOTTOM OF ELEV. 11.01 � 6• MAENTENANOE MIN. traffic cover CAMPBELL FOUNDRY ELBOW ELEV. 11.0'- IE. 10.75' INLET IE. 10.58' 6' I a" -- �a9 CRUSHED STONE. BUILDING do SECURITY LIGHTING: JAMES DEERKOSKI, PE. OUTLET IE. 10.06' MIN. 4" DIA. 10.7' E. 9.92' ®Im (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL L____ MIN. 4" DIA HOUSE TRAP MIN. 4" DIA SDR35 PVC 14" IS" SDR35 PVC MAX. © REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE Professional Engineer 10' DIAMET HOUSE TRAP WITH CLEANOUT SDR35 PVC PIPE PITCHED _- PIPE PITCHED 3 D D o PIT WITH 2'-0" MIN. PIPE PITCHED 1/4" PER FOOT 8" �- 1/8" FT. W N PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND DATE: 1' MINIMUM 1' MINIMUM C.I.THROUGH 1/4" PER FOOT 4' EFFECTIVET (n ' MIN. MIN. In FOUNDATION. DEPTH o DEPTH SCREENING. OCTOBER 31 , 2014 FLOW LINE s s (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. PROJECT No: ao 0aD Q. (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL D.A.K. ASSOCIATES LLC. AND ITS 974-2014 4"MIN. 10'--0" DIA. ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY MEMBERS ARE NOT RESPONSIBLE FOR SAFETY DRAWN BY: I I STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. BDK L a'-0"DIAMETER I ELEV. 7.42' (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN CHECKED BY: ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172 JJD 00 O 1,200 GALLON CYLINDRICAL SEPTIC TANK DETAIL ��3rFT, MI . ABOVE GROUND WATERAFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION H T NUM R: 0EBACKFlLL MATERIAL TON,T.S. ELEV. 3.5' CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF ° I CLEAN 0 O° o i DETAIL OF CONSTRUCTION SAND,EAND GRAVEL. 6' MIN. PENETRATION SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND ❑ , IN A VIRGIN STRATA OF REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. ° LEACHING POOL DETAIL SAND AND GRAVEL NOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON El i 1) BOTTOM OF POOL SHALL BE MINIMUM OF 3' ABOVE HIGH SEASONAL GROUNDWATER. (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO ' 2) SHOW AREA FOR 507 EXPANSION OF THE LEACHING POOLS. N.T.S. BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE THE BUILDING WHICH WILL BE WIRED TO MOTION SENSORS. THESE LIGHTS WILL 00 1 3) USE ONE (1) 1200 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION REMAIN ON FOR A MAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO ❑P LIGHTSWILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN El R 4) USE FIVE (5) 8FT. DIAMETER, 3FT, HIGH PRECAST CONCRETE LEACHING RINGS OR FOUR(4) TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH GN - 1 8FT. DIAMETER, 3FT. HIGH PRECAST CONCRETE LEACHING RINGS, SPACED 8FT. APART. CONTINUOUSLY, PERMIT) 5) USE 4 INCH DIAMETER, APPROVED SEWER PIPE THROUGHOUT. SAND GRAVEL �;, 6) THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE DISTRIBUTION POOL AS THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED HIGH AS POSSIBLE. THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION FIXTURES. FIXTURES ARE TO MOUNTED INSIDE THE UNDER SIDE OF THE SOFFITS 7 ALL CROSS-OVER PIPES ARE TO BE STRAIGHT 4 INCH DIAMETER PVC SDR 35, WITHOUT REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO (WHITE). THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING 2'-0" TO GROUND WATER ) THE PROPER AUTHORITIES AS DEEMED WITH THE USEPA GENERAL PERMIT, ALL DURING HOURS OF OPERATION AND WILL BE ON A TIMER, LEACHING BASIN DETAIL DROP 'T's AND MUST BE LEVEL, 1Y2 FEET ABOVE THE BOTTOM OF THE LEACHING RINGS. MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY 8) BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE N.T.S.. 9 SLABS SHALL BE MINIMUM OF 12 INCHES BELOW GRADE, ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT, DOB NUMBER: 10) SOLID CONCRETE COVER SHALL BE BETWEEN 6 INCHES AND 12 INCHES BELOW GRADE. 1 OF 1 0 D•A•K ASSOCIATES, LLC t OD OA 0.0 OA 0.0 0.0 0.0 0.00.0 OA 0.0 - 5B. f - - OA .0 0.0 OA()Q 0 a0 OA OA OA 0.0 0.0 qY 0.�y/•J`OID .0 0.0 ID.0 0 0.0 0.0 0.0 OA 0.1 0 0 D 0.0 Co.. 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OA o3 0.11 0.0 0.0 Illuminance(Fc) ------ D ----- -J °° °D Average=0.29 140 OA 0.0 0.1 01 03 0 Y Ob �I� OA OA r Maximum=1.3 k 3 0.0 on- Minimum=0.0 --- 0.0 0.0 0.1 I03 OS l�.$' 4 C0.9 0.0.5 0.2 OA OA D oA OA Avg/Min Ratio=0.00 ( 0.0 0.0 0.1 SII o3 OS OS -� 03 03 o1'I OA o.0 Max/Min Ratio=0.00 OA 0.0 0.1 01 03 03 CA 0.1 OZ 0.1 ISI o.0 OA D 0.0 0A Calc Pts 1 O A 0.0 0.1 10.2 03 03 L'L) 0.2 01 01 OA 0.0 - \ - °A OD Property Line Fence 0.0 0.1 03 OA OA --'� Ob 0.S 031 0.1 OA I o �A OD aA Illuminance(Fc) o.o o., (103 Os 'a te } ('Tl c' 1� o.� os� ra.1 'oo Average=0.00 Maximum=0.0 c DO.o 'Ob Minimum=0.0 Avg/Min=N.A. Max/Min=N.A. I 0.0 0.1 03 OA 0.5 9 Ob Os 03 0.1 0.0 A OA 0.0 �~ • (r1 Property Line Light Trespass 0.0 0.1 10.2 03 03 OS 0.2 0.2 0.1 0.0 100 r*1 I A :°° oA Illuminance(Fc) O Avera a=0.00 Maximum=0.0 0.2 03 03 y� M 0.1 "0:2 01 � 0.1 0.0 9 ' '0.0 OD Minimum=0.0 Avg/Min=N.A. Max/Min=N.A. OA 0.1 0.2 OA OS 03 OA 01 0.1 OA ( I D °A "D Soundside Site OA 0.1 ri OA OS 8 08 OA D Z0.1 OA 111 � _$ � .°A oA Illuminance(Fc) OA o, :10.2 03 03 8c o.' bA, a, 0.0 Average=0.10 Maximum=l.3 80IA o.0 OD 'oo Minimum=0.0 Avg/Min=N.A. Max/Min=N.A. OA 0.0 0.1 0.1 0.2 03 01 II 0.1 0.0 �(/�'+.,' ,Sl 0.0 OA O.0 �„J ',.. OD 0.0 III 0.1 0.1 0.1 01 OS 0.2 OA 66 OA 03 0.2 OA 0.0 0. 10♦ 'vim''] C A OA 0.0 fti .� 0.0 0.0 0.1 0.1 0.2 A 0.2 01. 03 OA OS OA 0.2 0.1 I 0.1 10 10.0 100 T0.0 OA 0.0 0.1 0.2 03 03 03 42 01 01 03 03 1 01 0.1 OA D 0.0 OA 4 -_ i -- - • I I OA OA I OA 0.1 0.1 0.1 0.22 0 .1 0.1 0.1 0.1 k1 - 0.1 OA j 0.0 OA 0 g II 'I n II I1 _--- ///"""��{ L..- _ _ -" -- - - A O D 0.0 2 f O.o 0.0 0.0 0.0 'OA -b0' 0.0 0A 0.0 0.0 0.0 0.0 0.0 0A p MAR 0 6 2015 Oyy A ao 0.0 ao � ro ( I A OA 0.0 0.0 OA0 0.0 0.0 0.0 rn 0.0 OA OA 0.0 OA 0.0 0.0 1'. OA /moi I D'DA OA OA OA 40 0.0 OA 0.0.�1�t OD 0.0 OD 0 QO OA 0A 'Ob OD OA o.0 OD OA 1 SoutMq h OIU IOWn OO'i ,� baA aA aA Planning Qoard - - Scale:-1_inch=-20-Ft. - - -- -- - --- - -- - - -- - - ® Scale:as noted Lighting Design Disclaimer Prepared For: Job Name: Soundside Landscape The Lighting Ana";ezlayout Energy Analysis and/or Visual Simulation('Lighting Design)provided by RAB Lighting Inc('RAB')represents an anticipated prediction of lighting system performance Damin SalesIGreenport,NY Date.3/4015 based upon design parameters and information supplied by others.These design parameters and information provided by others have not been field verified by RAB and therefore actual measured 28 Brunswick Avenue - results may varyfrom the actual field recommendsconditions.RAB recommends that design parameters and other information be field verified to reduce variation.RAB neither warranties,either implied or stated Filename:Soundside Landscape 030415C.AGI with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the llghdng Design.RAB neither wartandes,either implied or stated,nor represents the LI G H T I N Edison, NJ 08817-0377 Lighting Layout appropriateness,completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on Version C - drawings created and submitted by RAB.The Lighting 1g sissued, whole or part,as advisory documents for information purposes and is not intended for construction nor as being part of 170 Ludlow Avenue,Northvale,NJ 07647 I 1 Drawn By:Shaun Filllon,LC i gratin design i in in SD d al project's construction documentation package. 800 722-1000 • RABWEB.COM --- - - -- --"-- Filename:\\RAB-STORAGE-1\Docs\Sales\Applicadons Engineering\Job Files\D\Damin Sales\REVCO Electric\Southampton 102877\Soundside Landscape\Working Files\AGI\Soundside Landscap 030415C.AGI i - - --T �__ -- - - ---- -- -_ --Lr� --- ry - Av /Mm Max/Min Description _ -1 PtS Ic PtS cTbT Type_ CalcType T Units Av - Max MinMeter T e alculation Summa Label -- - ---- - - -- - -- N.A.Property Line Fenc + Illuminance {-Fc - 10.0 -0.0 0.0 N.A. N.A. Readings taken at 0'-0"��AFG 5 p . Horizontal Property Line Ligh Illuminance Fc- { 0.00 - 0.0 0.0 N.A. N.A. Readings taken at 0-0 AFG 55 Horizontal Soundside Site Illuminance Fc 0.10 1.3 0.0 N.A. N.A. i Readings taken at 0'-0"AFG 1 5 5 - Horizontal Soundside Perimete Illuminance Fc 0.29 T 1 3 0.0 N.A. N.A. Readin s taken at-0'-0"AFG --- - - - ' Luminaire Schedule S mbol Ta Label Arrangement Lum. Lumens Arr. Lum. Lumens LL - _ y Qty � _ g � 0 Description 5 19.Watts Arr.Watts 'I Total Watts ; Filename 10 C SLED5N SINGLE 1155 155 1.00 SLED5N5.19 51.9 SLED5N-Neutral - ITL67886.IES --- �- Expanded Luminaire Location Summary - - --157.313 7.5 91.0110--- �E�iio 1 Tag�I X Y MTG_ HT Orient Tilt 1 C 92.257 7.5 2 C 63.279 155.837 191.011 0 3 �C X99.709 142.442 9- 359.601 0 -- - 1,1 8.129 5 C 57.853 114.686 12 181.55 0 1 -X12181.55 r� -- - - - -- -- - 6 C 100.877 115.077 9 359.601 0 C__ - -- --- - -- 517 9 8 t C 102.08 87.794 - 181.55 0 -- 015 1 359.601 9 C 9I 5.374 75.136 - 12 272.998 0 10 C _-- 66.451 74.097 - 12 {-272.998 0 - --- - — Total Quantity: 10 rl SLED5N NOTES: 'The light loss factor(LLF)is a product of many variables,only lamp lumen depreciation(LLD) has been applied to the calculated results unless otherwise noted.The LLD is the result(quotient) of mean lumens!initial lumens per lamp manufacturers'specifications. 'Illumination values shown(in footcandles)are the predicted results for planes of calculation either horizontal,vertical or inclined as designated in the calculation summary.Meter orientation is normal to the plane of calculation. The calculated results of this lighting simulation represent an anticipated prediction of system performance. D n�j Actual measured results may vary from the anticipated performance and are subject 1u1( to means and methods which are beyond the control of RAB Lighting Inc. 'Mounting height determination is job site specific,our lighting simulations assume a mounting height MAR 0 6 2015 (insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. Southold Town 'RAB Lighting Inc.luminaire and product designs are protected under U.S.and International intellectual property laws. Planning Board Patents issued or pending apply. - ----- -- - a/2 - --FIAS Prepared For. Job Name: Scale:N.T.S. �Lighting Design Disclaimer .Soundside Landscape The Lighting Analysis,eriayouC Energy Analysts and/or Visual Slmulatbn('IJghting Design")prodded by RAB Lighting lnc('RABIrepresenrs an anticipated prediction of lighting system performance Date:3/ 015 based upon design parameters and Information supplied by others.These design parameters and information provided by others have not been field verified by RAB and therefore actual measured Damin Sales Greenport,NY _ _-_ 28 Brunswick Avenue ,results may vary from the actual field conditions,RAB recommends that design parameters and other information be field verifiedto reduce variation.RAB neither warranties,either implied or stated L_ ( G H T N G Filename:Soundside Landscape 030415C.AGI with regard to actual measured light levels or energy consumption levels as compared to those Illustrated by the lighting Design.RAB marcher wanantles either Implied or stated,nor represents the jEdison, NJ 08817-0377 Lighting Layout appropriateness,completeness or suitability of the Lighting Design Intent as compliant with any applicable regulatory code requirements with the exception ofthose specinally,stated on 171)Ludlow Avenue,Northvale NJ NJ 071547 Version C y drawings created and submitted by RAI.The Lighting design is issued,In whole or in part,as advisory documents for Informational purposes and is not intended for construction nor as being part of a awn LC Filename:\\RAB-STORAGE-1\Docs\Sales lications En ineeringVob Files\D\Damin Sales\REVCO Electric\Southampton 1028D7r7\SounBdslde Landscallpe\\working FilesV\GI\Soundside Landscap wofecrs construction eocvmenntion package. 800 722-1000 RABW �- wPP g 030415C.AG1 SLEM L 1 G Project: Type: SOUTHSIDE LANDSCAPING A Prepared By: Date: SFillion 030415 Driver Info LED Info Type: Constant Current Watts: 5W 120V: 0.1A Color Temp: 4000K(Neutral) 208V: 0.06A Color Accuracy: 85 CRI 240V: 0.05A L70 Lifespan: 100,000 277V: N/A LM79 Lumens: 155 Input Wafts: 5W Efficacy: 30 LPW Square LED Step Lights.Equivalent to 13 Waft CFL or 40 Waft incandescent.Applications Efficiency: 96% for steps,decks,landscape and entries.Meets ADA requirements.5 Year warranty. Color:Bronze Weight:1.5 lbs Technical Specifications Listin s Construction _ '�_ — Fixture Efficacy: LIL Listing: Finish: 30 Lumens per Watt Suitable for wet locations.Suitable for mounting within Our environmentally friendly polyester powder coatings Other 4ft.of the ground. are formulated for high-durability and long-lasting Dark Sky Approved: color,and contains no VOC or toxic heavy metals. IESNA LM-79&IESNA LM-80 Testing: Thermal Management: RAB LED luminaires have been tested by an The International Dark Sky Association has approved independent laboratory in accordance with IESA LM- this product as a full cutoff,fully shielded luminaire. Integral cast aluminum mounting pad for optimum heat 79 and 80,and have received the Department of LED Characteristics sinking to ensure cool operation with maximum LED Energy"Lighting Facts"label. ._.__..._._..._.a....__.„-_.w.._.�_...,...___.._.a...-_._._.._...._,_._____ life and light output. .... Lifespan: HID Replacement Range: 100,000-hour LED lifespan based on IES LM-80 Cold Weather Starting: The SLED5 can be used to replace 13-26W CFL or 13- results and TM-21 calculations. The minimum starting temperature is-40°F/-40°C. 60W incandescent step lights based on delivered Color Consistency: Ambient Temperature: lumens. 3-step MacAdam Ellipse binning to achieve consistent Suitable for use in 40°C(104°F)ambient Country of Origin: fixture-to-fixture color. temperatures. Designed by RAB in New Jersey and assembled in the Color Temperature(Nominal CCT): Green Technology: USA by RAB's IBEW Local 3 workers. 4000K Mercury,Arsenic and UV free. Buy American Act Compliant: Housing: This product is a COTS item manufactured in the Color Accuracy: United States,and is compliant with the Buy American 85 CRI Precision die cast aluminum housing and mounting Act. plate(junction box not included). Electrical Recovery Act(ARRA)Compliant: __-__-._. _._.. . _.._...�, ._____�v____—.".d_,._....__.__.-. Gasket: Voltage: This product complies with the 52.225-21 "Required High temperature silicone. Use of American Iron,Steel,and Manufactured 100V-240V. For use on LEED Buildings: Goods—Buy American Act—Construction Materials Driver: (October 2010). IDA Dark Sky Approval means that this fixture can be 4W high output long life LED.Driver Constant Current, used to achieve LEED Credits for Light Pollution Trade Agreements Act Compliant: Class 2,50-60 Hz,100-240 VAC 0.18 amps. Reduction. This product is a COTS item manufactured in the Surge Protection: Optical _ United States,and is compliant with the Trade 1000 Volts. Lumen Maintenance: Agreements Act. The LED will deliver 70%of its initial lumens at GSA Schedule: 100,000 hours of operation. Suitable in accordance with FAR Subpart 25.4. D E VC MAR 0 6 2015 Southold Town Planning Board Need help?Tech help line:888 RAB-1000 Email:sales@rabweb.com Website:www.rabweb.com Page 1 of 2 Copyright J 2014 RAB Lighting Inc.All Rights Reserved Note:Specifications are subject to change at any time without notice SLEML 1 .RAB Technical Specifications (continued) Custom Patents: Equivalency: The design of the SLED Lights are protected by U.S. The SLED5 is Equivalent in delivered lumens to a 13W Pat.612,975,Canada Pat.133101,and China Pat. CFL or 60W incandescent step light. ZL201030129140.1. Dimensions Features 5" 5 Watt,High output LED 12.7 cm 100,000 hour life Superior heat sinking with die cast aluminum housing Meets ADA Requirements Junction Box Not Included 5.. 12,7 cm 3" 7.6 cm D E C ---VE MAR 0 6 2015 Southold Town Planning Board Need help?Tech help line:888 RAB-1000 Email:sales@rabweb.com Website:www.rabweb.com Page 2 of 2 Copyright©2014 RAB Lighting Inc.All Rights Reserved Note:Specifications are subject to change at any time without notice KEY MAP: u u D.A.K. Associates LLC. AND ITS MEMBERS ARE NOT ALBERTsolv J,..`, ULA�E SITE : " 1. t . JAN 16 2015RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO .PLAN OF PROPERTY } y yt S -,}t,. .;f.�, i nY. yy;.«Iii'''• t',iA° `•�T,., -4� .y Arz ?f ry,•�d`.,; ',; >Xi pal' t , LEVELS THIS I NOT A REA L, , s, s ,t. �. � : �, T° INADEQUATE LIGHTS O COMMENDED �' : ' nin Boa-�., x �i#•'�"���=,z•�.;.7fr>�. �,' r „ ,�;�, ;� . Southold w T /p/�/(//���/,J' ;W+i,•t r a°�,',' i.:, Plan g rd��1 lY T 4y ry'.`i:,t; c`.b�'i1. "' yrl Y ,k �'lisV +1'l.l{t.•`,7 ,c�• �: 1 w •� ' *'J•' . ;�'#r,.� 'st >i'�Y, 'Sry+cw'-};; . ,t=' ,�,}r!t'X tr.�h'' f "w t7�"+,''f"�' �'''K.T*�`"' - F',,l_Y's". ;'�� �i,' k LIGHT LAYOUT. IT IS A DESIGN BASED UPON THE ':;13f`e�++' '-yup" : "st , ' t ;Z' R=' y 3 D�A�K A OCIAT WAT :� �? �!3 "Pr,' h - ,.,_,€' ,K�s. L r �, ^Mez'•�' SSTO OF SO ' nt' ES �,}�A ^. LLC residential a commercial design.engineering.consulting SOUTHOLD TOWN CODE - ARTICLE -172 Ut '`- ,�� . Q �, 1 nt .,yt � i 4''rlt ' „fir •t. � � ` t ; "t�`•�'r7e �.S,k � ,:y. ,I n,�c,: y,e• +.:rc CO "r`` , +'' ' 506 Main Street hone: 631 767 SUFFOLK UIVTY. JJL . ". 'k+ �'�, �`:#^` "' ,. a ` I'�t�. ' 7 �1,$�`t i%ih '' p I I 6011 . •; , � t 'C�r, ''. e'�1� t ; is" - Westhampton Beach,New York 11978 fox, 16311466 3354 `L'. Y •- . ,6N'•. , Y "54.fix V' Ss_.,.�t: 'f'S: 5'+f. ;a > *•`"`' :r . ,- j+';; E-Mail: CArm88880 I.COm M 1000— 52— 05— 58. 3 , , / s,. ' �,,i }. , �" f �' � 'ryr5rY ` k>. { T Y r.� ,. ', 3 , z F/ ry� n r ?a'"i.t' ;e e Associates,LLC oformeri�EO t En g_` / / 7 ;; ; n y' t s►K {/�I 4i,J �4 • # µ } ,,,hi Deerkoskl�Arm i K hl tl Desi n A t STO ` 71— 7 ` r ty,."• y VJ` j.,7 �Yt.• —, " — -- ssoclotes.LLC SCALE' S Rq / 1 20r' ?•�' i». : OWNERSHIP & USE OF DOCUMENTS: /0 nn \ q ';'' +Yc;�LM1--1 i h;. •� ' SEPTEMBER l 2014 ��' ��" �� '*,.,` �,,,; - � :�• - , '�r ,,.u` These drawings and specifications including the �ryt i,;r c ' , o,., ideas, design and arrangements represented ! L. 7.5' OCTOBER 3 `* s# rsjr.'� i+ ,t i., �•' •e+:r;. therein, are the property of D.A.K. ASSOCIATES, 11 F 8'N2014 }•,•.tom , a+; +;r, ;r LLC. No port thereof shall be copied, disclosed osed METAL �O DECEMBER 03 20 1 4 t }� ` p t an work ' 4'; ti�• /! � ;'�'' ,�,. � 'e 2�� ,,e + t�`�;�'r' to others or used in connection with BUILO S +� , f K 0� ykx•.,_.'°' r,�'�L.lr 4a� k a t4 or projectotherthan for whith they consent. been DING MET ��` /' V/l =? s ',* * ','v' , "'' "* d •� '°'' prepared withoutwritten OSA p V d1r`E: r' '.' 1 r�� J�r`' �b.IYI` ryr it ..moi w +ie (STORAGE) BUILDING \ , '�r: a t, r/ r;= '+' �. fi , r : AREA— 40 659 SQ. FT. - �,.� K � ;� �: u + t (STORAGE) •y ,/�,•+ J} '" ;�. as,' � PROJECT: rk `�;,'t'IY�. " �; ,,� •i:s r'�, 1,� r•,jt� .r v t•,;s"rF.,� w „F:.'"` ECT: 1. +; �� i', .fit•, ,'r # ,' 1 rz'= r "` �1 � e� T OR �, its, 21. �` 'k "v •+fir_' y �3 't Srir,'.'-e:� w o ,� 9334 ACRES t �: FFA �s Ts �� ryL�,,� = s }y ��yv':: , :. r.:,. . X �: K. r. :�tSOUNDSIDE ^ T �• a �S Vii.-,';,.'-..y �i++`,`�:'' ?+�Y1';'t« ^ � /T \ `l.. O �`'�,� �r',� �3a#, ',ti ,��}." A�,� � ,s y� • t, ��Ya }+ ( OTNs- �, s C��, , jT� s s t� r �# ,�"� "`} •. 5+ .. tLANDSCAPING P ABLE o " S �. N411 �+�, tom; ? f"r'"l.r si ..a -. ,r:' n•x' WATER '�,.. ryt INC LZ W l7 }4,i$t��' �m'7" r� '/'4.i ��''��4 �1 t �"'�. M.SI�#1h�� 'o'r'r' ''' r<" ,' ,..• ,iit ■ V s ii'- iTY:4TeFY-fM" vSCJ PROPERTY INFORMATION: 67575 RT. 25, MAIN ROAD GREENPORT, NEW YORK \ BUISNESS LOCATION: PROPERTY OWNER CONTACT INFORMATION: /\ �� 67575 MAIN ROAD (RT25) GERARD ORIENTALE WORK NOTES: �� GREENPORT, NY 11944 PO BOX 770 '0 \ `ti / Z SOUTHOLD, NY 11971 C�V J \� Q\ 0\0� v�� SCTM# 1000-52-05-58.3 PHONE # (631) 765-5471 Q�� SITE AREA = .9334 ACRES Q QV (^� (40,659 sq. ft.) �� ! �� NF ZS:O, EL. 9 2' EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) -3, (� Q O� E6. SCHOOL DISTRICT GREENPORT FIRE DISTRICT GREENPORT ADJACENT OWNERS INFORMATION` ) SOUTH PROPERTY NORTH PROPERTY: /� /� Q� CSC ACQUISITION NY. INC. RATSO LLC. REVISIONS: \ "J z BETHPAX , N — P0. BOX 398 DECEMBER 03, 2014 O GE, NY. 11714 0249 GREENPORT, NY 11944 \' Q 10. �, -- f o0 Off, - SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 �i •��� i >� ` gt v WEST PROPERTY: / / g' SEAWAY MACHINE SHOP LLC. e i 600 ROBINSON ROAD GREENPORT, NY. 11944 O / / SCTM# 1000-52-05-58.1 O � � LI \\ // 0 DISTRICT LIGHT INDUSTRIAL �Q LOT SIZE (square feet 40,000 QQ LOT WIDTH (feet) 100 Q- oT�� T PTHjfeet) 150 Q \N r \ �� VARIA 2 DRAWING TITLE: SIDP YARD (feet) 20 BOTH SIDE YARD feet REAR YARD feet70 LANA 25 OTDCOVERAGSCAPE EE(7. MAX) SIGN LIGHTING BUILDING HEIGHT feet PHOTOMETRIC NUMBER OF STORIES ,. `0' \ 2 REFER TO APPROPIATE ZONE ORDINANCE PLAN t LOT COVERAGE: FIE 0.4'N �\ <V p_�/ � SIGN LIGHTING: 0.4'W TIL. TOTAL LOT SIZE: 0.9334 ACRES or (40,659 sq. ft.) +,0 OLE RAB GNlLED13NRACB NORTHERN BUILDING = 3200 sq. ft. SET: ISSUED FOR: DATE: ADJUSTABLE 45 DEGREE SWIVEL JOINT TOTAL ALLOWABLE LOT COVERAGE: 12197.7 sq/ft TIL. J�- SUPERIOR HEAT SINK 30% TOTAL LOT COVERAGE ALLOWED) I OLE 51 YEAR LED WARREN TE-CAST ALUMINUM YOUSING Qtr 2S\0� jam, COLOR BLACK LOT COVERAGE: 3200 sq. ft. or 7.877. (30% allowable) I'1 HARDSCAPE AREA: 15,822.34 s LED INFO: DRIVER INFO: q.ft (RCA AREA, ASPHALT AREA, do CONC. AREA WATTS: 13W TYPE: COLOR TEMP: 4000K (NEUTRAL) 20V: 00 CONSTANT CURRENT LANDSCAPE AREA: 13,028.93 sq. ft. or 32.047. (257 required) COLOR ACCURACY: 87 CRI 208V: 0.3A PARKING CRITERIA: SEAL: 0 _ L70 LIFESPAN: 100,000 240V: 0.3A �J2vG LM79 LUMENS: 388 277V: 0.15A EFFICACY: 25 LPW INPUT WATTS: 15W 1_PER EMPLOY OR 1 PER 500 SQUARE FEET OF FLOOR AREA WHICHEVER O T/S QJ EFFICIENCY: 85% IS GREATER. �OF NE41, ' 0 NORTH BUILDING AREA: • 3200 sq. ft. ® 1 SPACE / 500 sq. ft. = 6.4 = 7 SPACES -T SIGN DETAIL: OR 2-SIDED SIGN 6 EMPLOYEES = 6 SPACES \ \ SIGN TO BE CONSTRUCTED v Cj• ;r �� �� OF AZEK MATERIAL OR TOTAL PARKING SPACES REQUIRED = 7 SPACES ,o 47 1 EQUAL TO PROVIDE A PARKING SPACES PROVIDED 7 + 1 HANDICAP SPACE = 8 SPACES TOTAL ` /¢0 ( �\ TOTAL SPACES PROVIDED = 8 SPACES IES \v`( • p� MAINTENANCE FREE SIGN �\ \Q� �� ' C/S . e�j °-6. JAMES DEERKO ' P . 6'-6- RAB LIGHTING Professional Engineer �\J\ Q�\ �� GNILEDI3NRACB D.A.K. ASSOCIATES LLC. AND ITS RAB LIGHTING DATE: GNiLED13NRAC6 MEMBERS ARE NOT OCTOBER 31, 2014 /� +i0 ';�•• LEAD COATED COPPER CAP 2•THICKBLUESTONE PROJECT N0: G G `� Y1 7 THICK BLUESTONE — WOOD BEAM 2"THICK BLUESTONE _5C1 � ✓ F�S ' -7Q' �� �( 974-2014 �� / ti� ,.. . �� RESPONSIBLE FOR SAFETY DRAWN BY: BDK , ' �, ' ,y� -,� AND SECURITY RISKS DUE TO CHECKED BY: 4:'•• \S\GANG •rn P� �� y` ->` 6 -y INADEQUATE LIGHT LEVELS. SHEET NUMBER: -�, ".. U TI L. \�� ''Q 7 � i SoundSi e -y�Y- -� GPg� POLE �� o ^� y��-,yam 3, 3. 5 �y �� i THIS IS NOT A RECOMMENDED 7 LIGHT LAYOUT. IT IS A DESIGN \�\G � Landscaping STREET NUMBER \� � Q ^� (631)-765-5471 BASED UPON T H E VV \�� 7 SOUTHOLD T - — Y �v \.( WOOD COLOR H WITH RCOIJr DD SLEI'I'ERS, .( - OWN CODE P 1 / STONE COLUMN -��- -��-- ARTICLE -172. EL. 11.5 BACKGROUND 2-SIDED HUNG AND /j��iIGN `{}—`� ' 01 N r -70i STABLIZED WITH CHAIN , �,/1%-7 �� �� • — REBAR l SITE PLAN DISCLOSURE: GRADE I`7¢ BE CRLG\N INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PROPOSED ELEVA TION —--�L_X•�—--— SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. EXISTING ELEVA TION — — — — — — — �2'-°'�3"�2'-10" ' b�2'-IO' �3�2'-0"� ��Y�1UR LINE AND ELEVATION ARE REFERENCED TO FIVE EASTERN DOB NUMBER: TOPOGRAPHIC MAP, 1 OF 1 ©D•A•K ASSOCIATES, LLC KEY MAP: U L. 1,�9 U � .'�4��;�, :+. Mrs' ;�; ;;�hr • .,�y,.�.; x,;��• '�;.��,•,. :�; ��:' :�,,•� #�, ,�''���r•�'�'�'��r° JAN 16 2015 U D.A.K. Associates LLC. AND ITS MEMBERS ARE NOTALBERTQOJVS LAIVET ' "'` '�: ' SITE PLAT OF P KS DUE TO D SECURITY RIS •�: � ,� ��' r �; .,�•�±.��` -�T�," .f,�, IBLE FOR SAFETY AN .� h' ;. {} �,�a'' :e a�'Ir_ r:j' '�'':" i{4'yy,,' !••, • .�+'rsw Southold Town R ES P O N S 2fFa. ;� }' '1? °�' `' PlanningBoard A T GREEIVPORT ;..; , : INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED _ .���:,�� .s� : r� DDA°K ASSOCIATES LLC .a-L :F�?�.t�,y • .i f � residentialcommerc I • consulting f•;1r�f,Mf '"^�,x; , .r,y.,�¢:f� 1 .,, •; 4, 41, HT LAYOUT. IT IS A DESIGN BASED UPON THE TO � ��' SO �T�IOL� b �d ° e ° LIG -�. • 1�'.¢;: �;�,��r,.:,�•� � `��- ...,����,..��. . ,�_�,�r�,,... �:,t: design en ine nn • OWN CODE - ARTICLE -'172. s r ...• OUTHOLD T � « . ,,. . S a .;;�n�r?�� s ��/R!�•'� .•x ''�,�•,x�. "� "«�-' -.,,��� 506 Main Street phone: (631)167.6011 S ZI�'�'OLI� CO U1�T Y, 1: Y. y � '� �,J , .:.. . ,; k',n._ r*. `'n-3i -• - �'`'r� ,`Y' ^ � "„~ � + Westham ton leach,New York 11978 taz: (6311466-3354 �40 �/, sc .a Y #y� 6;° •r '; ,, ;i .. E Mal: CArm8888saol com 1000- 5�- 05- 58. 3Ir y{ : - t4;. . , . �.tt �, 1�s A '.. ,:�. ,, ; «- - �i•' jj/ ',� Deerkoskirm S Kehl Associates,LLC*formerly East End Design Associates,LLC Mf � , •y' ' "'N s Y, ,s a7 4l [� x '"• r. r,' y.;•i}i:r w •8. __... - •.tw,,f„ ' vP1 +� �f+t:: ..tt�.. t 'F*�t�;,thr '`,��''. � - F 77 ,y'F:s. F+ i, % ri a•`i ,t�,� l r y' F� s �Cq'i K,rc + OWNERSHIP & USE OF DOCUMENTS: (sT SCALE.- 1 = 2 0 ��, 1R��' �,. ,, ��,;. ��:. rx:: �:,,��,�s �.�',�;:; B :.irr �. , r1y,�y -a FF-,. ., k ^ �s ��# { _: .,.43 ,'` These drawin s and s ecifications includin the �R� of SEP TEMBER 1 8 2014 .`t3 � w , �µf � T i g P F /� ^, �F �;,� r �,� , >� ',� ,�• � ,.k.Y. ""s;�"' ,t,�;� .y;•• "�•"•^�rdens, design and arrangements represented � � �rJ�1 therein, are the property of D.A.K. ASSOCIATES, $ - 1t } " �' ``' !+�" 3T •Y++�'•^� LLC. No art thereof shall be copied, disclosed L. 7.5 OCTOBER ,3 2014 �` - ' � .1�� �,.y �` ryr+j�" yr `� x'r�. >"4s'•c,`��, '� ,�`�'+ �s�'��f`;� to others or used in connection with any work F 8'N DECEMBER 03 204 ` ,;,Y � L • w ��.r .�.,: P y �O� 4`; T W", r. *' .' _ �; •µn , p� ^" or project other than for which the have been AL prepared without writ MET s ,r f •^t r ^f ten consent. }`J' s,� 'r�'iq'n+ \ /I / f.1-,uy+, + s Y �l'rx � / Y �'•�''',•.'C 41Y,':i,1y 'rL:i''. y.,'tta S "e, f+ "`•� C5 LD 630 ' IV/C 1nHL�+�; <�'µ", rt,•yZ,.•f r'Y/e +t••.' •��^,.,� .y + r. r 'i••+� . I ING META o - 40 659 S FT. ;. S ' V �. `t s' iM,' /r, �' r � PROJECT: a ?r, ,. ,s; BUILDING L A1�E'A- - .t ., o �S �. (STORAGE) BUILDING d z O' ti O �`}. � (STORAGE) 3�-� Q 6 nrtb y. , k a y , „s f' ,�3, RA J " C oy /1 r3si.( 'b! tk.� 1n f (f$i� 3c, -�. c T OR . 934 ACRES r ` SOUNDSIDE lv F \ �J7 w� ti a,. :a :' }�° j� ''''x •. ,;r 0 yr, t ',a .i••`tl� re•.�.',' ,,� c�.,,PMr?-"y "i,i,;�, :'�,• =�"r,r F �. '° �}..t:erg ?.' sylr? r ilx�•eGS ^t'�•!-�v �� '£h;r O -- � \O '(�y�. ,• /i:'I ,, _ ti ` , �'Y �C yM,:, .;Z` • 2',�'S�' ,�{ r�i`i• ~^u�f, � +. ,t � �4 r'�. 'yc O �\•� (J ��/Q �O `/ '" ,C: y" tel f"y�"a"'a Py''{"1 .-Y • rt•+'.".�i.:.v d'- r,A�.• '` J S/�tip•/� T ` O f* ,1�,SP. 5 {'. i {4� 'v'. �g y h� w o F � F r :,�. ,sf r�,�� � �'. LANDSCAPING �� �. /�/ •,..,�i.,:�✓yr'n!' };sf;,J,. 4 ?`ix}'Y ,y .+"a "`..r'yv". .?!., .+:•i� '.•isat,,y.�^a i C , ,�,',,rr�,„ � •:. ?",w� tt�YV' ' ��• r''a4"4"', k J• T-.+'' sem''-* AZ N0 z FNS. T �Y S • `� .. ,: ;x u rt- ,�•.:�, +• rte ,." �•• �, GRASS POTABLE Li GRASS �-- �.- \ '?C^ 17 9 •:: ` ti ,. .t.r '. s«�iY,Riiq,h•.�'�4'I: .i:"'.t:. .r ' ' '°'•',*,yam-"T,�. INCIII WATER ��v -- c ELL._12.0' cQA \ cn R C ' °: EL.12.5' �� 67575 RT. 25, MAIN ROAD • �o _a" � FTS• �• \ C--� -- °% � _ gCCs o CJ = PROPERTY INFORMATION: GREENPORT, NEW YORK - V _V Gw,ss\ \ , [ELAJ BUISNESS LOCATION: PROPERTY OWNER CONTACT INFORMATION: \\j Q �� 'Vy STOR \� � + �' \�9 �� CL.11.5' �� p 67575 MAIN ROAD (RT25) GERARD ORIENTALE WORK NOTES: u '4 GREENPORT, NY 11944 PO BOX 770 \ o �':,• �O\' \ I c� �� SOUTHOLD, NY 11971 \� C� !^ n Q/p s•�5• �, , -- �� SCTM# 1000-52-05-58.3 PHONE # (631) 765-5471 J �\ `V ?oo v N o; OSF \ ,c I'll �/ COQ e(J GRAS CL.11.0' � SITE AREA = .9334 ACRES J� _44j ;4 ?/`¢/. / \\\ NCR /�Q/ X;a FF 0 / QJm (40,659 sq. ft.) �` �, pl�O �O e� \/\ �� GF �/ FTF NG q ? EL 9 2' (TOTAL 115) PCS LIGUSTRUM PRIVET O OJ �� �� .' NF / ` / 3 NF S�geTh 9G�SS 5.�s 5 TALL INSTALLATION SIZE EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) Q- � �/ \ - /GESS SCHOOL DISTRICT GREENPORT �SA�' / e�y G •Lx3.0, 6' HIGH BLK CHAIN LINK FENCE W1 PRIVACY SLATS FIRE DISTRICT GREENPORT Q' �� O / q� T / qR/ &X4.01 UTI . / +oL P.�p , (8) PC'S ZECKOVA ADJACENT OWNERS INFORMATION: C0 �� / ,,'� / �t j �� 2.5"-3.0" CALIBER .� A/ / -� SOUTH PROPERTY NORTH PROPERTY: �� �� 4��� �� F !q zQ +axa'o J/ 25' BUFFER ZONE TO BE PROVIDED � % CSC ACQUISITION NY. INC, RATSO LLC. REVISIONS: \ t\ i;" ; • r*' Sp 2 SSE � oe►S Q P0. BOX 249 P0. BOX 398 DECEMBER 03, 2014 /� /� BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 \ !,� r_ O SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 . %"Q• h / QO `� WEST PROPERTY: • SEAWAY MACHINE SHOP LLC. I 600 ROBINSON ROAD GREENPORT, NY. 11944 .4.- f -! -'1` , \ SCTM# 1000-52-05-58.1 Uv OLl 0 �2 ;� \i`� ��- ( '�w. �s�:. �O',4 `ST//�/ �/ S�0 DISTRICT LIGHT INDUSTRIAL =V� J �__ L`_L.10.0' R \ O/.qA py�� C\� �F 4 0 SCwq 40,000 �<v� �<v • •�� I� \.;,, ,' CL_9 � \ ,qR O CqT/O Sapp LOT SIZE s uare feet o /oy L Fq \\\ \ ti �c• iW Y TEST HOLE: N.T,S. LOT WIDTH feet 100 ,e O T PT 150 TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE 2 BORING DONE ON 05/01/01 VARIA SIDE YARD (feet) 20 DRAWING TITLE: 04 CL_9.0' I ��; \N,\ �1 0 EL. 8.5' BOTH SIDE YARD feet r a B � \ REAR YARD feet 1_8 � �� l� �� MIXED SAND, GRAVEL LANDSCAPE AREA25 25' BUFFER ZONE TO BE PROVI D cv Q LOT COVERAGE % MAX BUILDING HEIGHT feet BROWN LOAMY SAND SM NUMBER OF STORIES SITE PLAN 2 REFER TO APPROPIATE ZONE ORDINANCE EL.8.] ' / / \ yr 3,5r JQ' LOT COVERAGE: / / p• / / �/-"�' / \� NN� �� Q/ , BROWN FINE TO COARSE SAND SW TOTAL LOT SIZE: 0.9334 ACRES or (40,659 sq. ft.) EL. 8.0' � UT NORTHERN BUILDING = 3200 sq. ft. FE 0.4'N �• 5.0 0.4'W .'/ �� , c POLE' OLE (TOTAL 115) PC'S LIGUSTRUM PRIVET TOTAL ALLOWABLE LOT COVERAGE: 12197.7 sq/ft -1 Ste; ISSUED FOR: DATE: �� '- (30% TOTAL LOT COVERAGE ALLOWED) l V r✓j � 5 TALL INSTALLATION SIZE WATER IN PALE BROWN FINE TO COARSE SAND SW LOT COVERAGE: 3200 sq. ft. or 7.877. (30% allowable) EL_9.�51- � �? Gjv 11.0' HARDSCAPE AREA: 15,822.34 sq.ft (RCA AREA, ASPHALT AREA, & CONC. AREA = C) COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE •��� 9•, X510, LANDSCAPE AREA: 13,028.93 sq. ft. or 32.04% (257. required) F,� s. •�� �/ RC �� IC) Q -1 SIGN LIGHTING: PARKING CRITERIA: J ,gRCq v v F,q O 1 PER EMPLOYEE OR 1 PER 500 SQUARE FEET OF FLOOR AREA, WHICHEVER L: P j �� IS GREATER. 8) PC'S ZECKOVA J ��' SIGN DETAIL: '(SOF Nfk, 2.5"-3.0" CALIBER / �J�v 2-SIDED SIGN NORTH BUILDING AREA: .�P DEfR y0� Q 3200 sq. ft. ® 1 SPACE / 500 sq. ft. = 6.4 = 7 SPACES �y,F. ' IS SIGN TO BE CONSTRUCTED OR , �1 A 5\T� 0 T OF AZEK MATERIAL OR 6 EMPLOYEES = 6 SPACES c) 25' BUFFER ZONE TO BE PROVIDED EQUAL TO PROVIDE A G '5 MAINTENANCE FREE SIGN TOTAL PARKING SPACES REQUIRED = 7 SPACES TOTALNSPAC SSPACES P PROVIDED 8 SPACES HANDICAP SPACE = 8 SPACES TOTAL 1,0 �,o » ';O 10'-6' .off 0 A��\, �c,4 •'ii O� Q.� \ -6'_6" RAB LIGHTING \�� GNILED73NRAC6 ;::,; RAS LIGHTING DRAINAGE & ROOF RUNOFF: �OO F\C N Ov LEAOCOATEDCCOPPER CAP 2'THICKBLUESTONE &'WOOD BEAM I 2'THICKBLUESTONE 2•THICK BLUESTONE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0, RCA = 0.17 JAMES DEERKOSKI, PE. \Cj 1.0' �� V-0" DEEP POOL x 8' DIA. = 25.00 cu. ft, per vertical ft. Professional Engineer O \� 6 r;, Z` °� �7 /yam -- /7 /y�- 1'-0" DEEP POOL x 10' DIA. = 31.4 cu. ft, per vertical ft. , \ 5 G \�\O �� Q' /�� /� �Q' \ O ! DATE: OCTOBER 31 NORTH BUILDING ROOF = 3321 sq, ft, ' 2014 PROJECT N0: �O GQ G�� �" \� / �,p �� �j /y �' _ .166667 x (3321)(1.0) 974-2014 G P` \/�� �P\�\ 7 = 553.51 / 31.4 cu. ft. = 17.63 vertical feet DRAWN BY: 2 S 8 PCS ZECKOVA /yam GS \ �� G F� ( )„ •� Soul L 1 le 5 /y ?Q' �Z 10' DIA. x 3' DEEP POOLS REQUIRED BDK 2.5 -3.0 CALIBER i �� 3" 3" , -7 OR CHECKED BY: O I �� 1 �O .�. • [�� -� Gj ��� � /7� y� Landscaping / STREET NUMBER ��� /�` 120' OF FRENCH DRAIN AS NOTED JJD ,,\ "A"„ SHEET NUMBER: \� I Q\v (j °;. �� G 25' BUFFER ZONE TO BE PROVIDED �<v�� ,I 5 - / -�/�� ASPHALT AREA A ��Z PG ooi 6 �\�J\ Q\\� � `�' UTIL, J\�\� 7�.��� (631)-765-5471 �� �Q � 4940 s . ft. POLE m �, -•- C,�. / / q P� v �' = .166667 x (4,940)(1,0) J NATURAL BIRCH WOOD CARVED SIGN STONE COLUMN /y "'1C l WOOD COLOR WITH ROUTED LETTERS, , Q (3) PC'S THUJA GREEN GIANT �� /y ?Q = 823.34 / 31.4 cu. ft. = 26.22 vertical feet A BACKGROUND 2-SIDED HUNG AND \� 5'-0"-6'-0" TALL STABILIZED WITH CHAIN � ED 10' DIA, x 3,5' DEEP POOLS REQUIRED . GRADE RCA AREA "B" sp- 1 O = 21,204 sq. ft. EL. 11.5' = .166667 x (21,204)(0.17) C,e ,`P\�\' �w L-2'-0" 32'-10"�6�-2'-10'�3'�2'-0'� = 600.78 / 31.4 cu. ft. = 19.13 vertical feet • REB'AR gQ '' Gj ,(10) 10' DIA. x 2,0' DEEP POOLS REQUIRED =20 VF. Z ' / OR G: OF FRENCH DRAIN AS NOTED SITE PLAN DISCLOSURE: SITE PLAN DISCLOSURE: PROPOSED ELEVATION -----EL_X.�--- QGi� CONTOUR LINE AND ELEVATION ARE 165' 1 OF 1 EXISTING ELEVATION - - - - - - - ��1 �O REFERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND SURVEY PREPARED BY PECONIC O Inspection Cover DOB NUMBER; TOPOGRAPHIC MAP. SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. ©D•A•K ASSOCIATES, LLC I 7) M KEY MAP: ItI14 III 7�� � Fri � .- A IsZ f?!,4; i!."R W1 . JAN 16 2015 11 SITE ' PLAIV OF PROPERTY �` {� � � �r SoAold Tkil 18'-o"M". C.to C. 'rillt. my -4 .,{:+ Plann -� / y� Z", V, y a . " A T �REE�r�oRT D-A ATES, LLC mdental&commercial desIgn•9 engineering consulting E U- ----------GRADr� . N _ N Z F-LL� . o K ASSOCI Z -R" -7 7 0 TOS OF SOUTHOLD 506 Man Street phone1631)767-6071 Westhampton Beoch,Nel 11978 fox: (631)466-3354 N. +ti►��`=.,t-.'l.�.e;y,,s,r�.^s.4L�•,f,,',.+,i,;s,�fi,i�r.:.'F.'tp)rti.}-',ir';•!?tS:�1t.":ye•"C`�T'.' •;,�i-r`k YT«Y_,A},ti_ore�{1•�t'•'+�S1;.•�'r au'�C-..,,'`Y�.`'t�r•'+yr.�'. '.".Y�"-CY4,"^,x.«t•vt:ci.�:7r:'x�•:,�•,f,t.'�.c`��•}�aa�..-5'}v5k-^1t.},1"y�3'.Tx�'sIt+':-,l,'.��''f tii2•r'�r�te. .�:N.�..Y14':1c�r.`A''R'2"t�i�.:1,1•V SUFFOLK COUNTY KY W-I E-Mail: CArm8888@ool com Dearkosid,Arm 6-Kahl Associates,LLC a forme East End Design Associates.LLC r '1 41 -V OWNERSHIP USE OF DOCUMENTS: Vol These drawings and specifications including the ideas, design and arrangements represented PERSPECTIVE VIEW SEPTEMBER 18, 2014 therein, ore the property of D.A.K. ASSOCIATES, It-If, ntl -7 LLC. No port thereof shall be copied, disclosed CC TOBER 31, 2014 1 to others or used in connection with any work IF JF nk or project other than for which they have been 9 v , *' ' 36" MINIMUM 2 x 2 ;kI .1, - . .." I DECEMBER 11 2014 -40"if"il k prepared without written consent. Ail' FENCE POST 6'� "--Y-3 W" I'.'!I I? X PROJECT: WOVEN WIRE FENCE AREA - 401659 SQ. FT A "l.Z (11 10110 WWF) :.7""` 4 OR . 9334 ACRES FILTER CLOTH SOUNDSIDE CD n LANDSCAPING 0 .OP EMBED FILTER CLOTH INTO GROUND z INCIIII MIN. 6 PROPERTY INFORMATION: ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: 67575 RT. 25, MAIN ROAD NOTE: V ADA NOTES AND SPECIFICATIONS BUISNESS LOCATION: BUISNESS CONTACT INFORMATION: GREENPORT, NEW YORK MAXIMUM DRAINAGE AREA THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND SITE DESCRIPTION SOUNDSIDE LANDSCAPING INC. SOUNDSIDE LANDSCAPING INC. 112 ACRE / 100 LINEAR FEET RAMPS ARE TO CONFORM TO ICC/ANSI A117.1-1998 67575 MAIN ROAD (RT25) PO BOX 770 GREENPORT, NY 11944 SOUTHOLD, NY 11971 WORK NOTES: SECTION DETAIL ADA PARKING NOTES THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: PHONE # (631) 765-5471 ADA PARKING TO BE MIN, OF 10'-0" WIDE BY 20'-0" LONG AND (1) CHANGE GRADE TO PROVIDE ADEQUATE PITCH FOR RUN-OFF. SCTIVI# 100 1 0-52-05-58.3 IDENTIFIED BY ADA PROPER SIGNAGE (2) INSTALL NEW SEPTIC SYSTEM AS PER DESIGN SITE AREA = .9334 ACRES SILT FENCE DETAILS (3) INSTALL DRAINAGE SYSTEM FOR ASHALTED AREA. (40,659 sq. ft.) SCALE.NTS PROVIDE SMOOTH FIBERBOARD (4) CONSTRUCTION OF NEW BUILDING TRANSITION EXPANSION JOINT (5) INSTALL TEMPORARY HOOP STORAGE TENT FOR USE DURING CONSTRUCTION. PROPERTY OWNER CONTACT INFORMATION: (6) CONSTRUCTION OF PARKING AREA GERARD ORIENTALE SILT FENCE TO BE INSTALLED ON UPHILL SIDE OF FRENCH DRAIN TO PREVENT WITH NO 11-11P (7) CONSTRUCTION OF FRENCH DRAINAGE COLLECTION AND RETENTION SYSTEMS TO PO BOX 770 CONTAMINATION OF FRENCH DRAIN SYSTEM DURING CONSTRUCTION. RAMP AT 1: 12 RECHARGE THE RUNOFF FROM A 2" RAINFALL. SOUTHOLD, NY 11971 TRUNCATED DOME MAX. SLOPE PHONE # (631) 765-5471 DETECTABLE (8) INSTALLATION OF NECESSARY PUBLIC UTILITIES WARNING RAMP MIN. WIDTH 5'-0' EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL cfl MAX. SLOPE 1:10 ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES, SCHOOL DISTRICT GREENPORT :i FIRE DISTRICT GREENPORT FRENCH DRAIN DETAIL 50' MIN. NOTE: WIDTHS OF FRENCH DRAINS VARY BUT BUT SUFFICIENT TO KEEP ADJACENT OWNERS INFORMATION: THE DEPTH OF THE FRENCH WILL REMAIN AT 31-611 SEDIMENT ON SITE NOTE:NUMBER OF 4"ADS PIPES IN EACH FRENCH HAY BAIL AND/OR 4" MIN. COMPACTED SOUTH PROPERTY NORTH PROPERTY: REVISIONS: 6' FENCE SILT FENCING :z CSC ACQUISITION NY. INC. RATSO li DECEMBER 03, 2014 GRAVEL BASE DRAIN TO VARY. (SEE BELOW) PO. BOX 398 PO. BOX 249 6 x 6 WWM AT MID DEPTH GENERAL SEQUENCE OF SITE ACTIVITIES: N.T.S. K BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 SCTM# 1000-52-05-58.2 TOP OF FRENCH SCTM# 1000-52-05-59.5 DRAIN TO BE C COVERED WITH (1) HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE SILT FENCE ":.:..... ADA RAMP DETAIL CLEAN STONES -14 < N.T.S. SITE TO PROVIDE EROSION CONTROL. 2"-3"IN SIZE WEST PROPERTY: ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE SEAWAY MACHINE SHOP Li 600 ROBINSON ROAD (4) ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATER AND 5i GREENPORT, NY. 11944 LAYER OF CLEAN SAND TYPICAL < COVERED WITH TARPS TO PREVENT RUNOFF. SCTM# 1000-52-05-58.1 0 (5) INSTALLATION OF DRYWELLS STORM DRAINS DURING CONSTRUCTION OF BUILDINGS THIS Of 71; 5 IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED CURB & PAVEMENT DETAIL: 4' 0' EXISTING RCA PARKING SURFACE. r.r • AND TO INSURE MAXIMUM CONTAINMENT. SANITARY: SLOPE pill 11 GRADE (6) INSTALLATION OF ANY UTILITIES REQUIRED. GENERAL NOTES: G NIX!D IANR (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT C RA MWED SAND&GRAVEL \zCONSTRUCTION ENTRANCE - FOUNDATION OF COM F ACTED RUNOFF AND STORM DRAIN CONTAMINATION. 1. TO BE IN COMPLIANCE WITH THE SCDHS WASTEWATER CLF-AN GRAVEL 1.0, 3/4- STONE BLEND OR N.Y.STATE D.O.T. APPROVED R.C.A. FINISH R= 1 - 1/2" MANGEMENT REGULATIONS. FILL- FILL 7018*(MIn.)ABOVE EXISTING GRADE FOR DRAINAGE. GRADE (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. 2, ALL DRAINAGE AND WORK IS TO MEET STATE & LOCAL CODE. FILTER CLOTH (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. UNEXCAVATED -2" WEARING (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS 3. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED DRAWING TITLE: SOIL BROWN LOAMY SAND(SM) PLAN VIEW / COUR (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. o 4-DIAMETER ADS A. (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. PERFORATED PIPE f A E CO ALLOWABLE SANITARY FLOW (DENSITY): GROUNDWATER MANAGEMENT ZONE IV 6" STABILIZED 00 0 EXISTING GRAD SOIL BASE ALLOWABLE FOR SITE WITH PUBLIC WATER 600 GPD PER 3.5=IBI ' R 0 A D ACRE gym= uu- 419 ' GENERAL NOTES AND AND FRENCH DRAIN DETAIL CONSTRUCTION ENTRANCE- FOUNDA710N OF COMPACTED S-INTS GRAVEL BASE 600 GPD / ACRE x .9334 ACRES = 560.04 GPD ALLOWABLE BROWN FINE TO COARSE SAND ISM MAY BAIL AND/OR 3/4*STONE BLEND OR N.Y. STATE O.O.T. APPROVED R.C.A. 5.0' SILT FENCING FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. GENERAL POLLUTION CONTROL MEASURES: SEWAGE DISPOSAL DESIGN CALCULATIONS: WATER IN BROWN FINE TO COARSE SAND ill CROSS SECTION CURB I PAVEMENT DETAIL AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION TEMPORARY CONSTRUCTION ENTRANCE N.T.S. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT NORTH BUILDING: 11.0, CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE SCALE,NITS STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. DRY STORAGE: 3200 sq, ft ® .03 GPD. 96.00 GPD. SET: ISSUED FOR: DATE: Northern French Drain dimensions are as follows: SEPTIC DETAIL: (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE TOTAL REQUIRED FLOW FOR NORTH BUILDING 96.00 GPD. The 80 foot long by 3 foot wide Northern leg of french drain PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS runs East to West along the Northern property line and then TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. SEPTIC TANK REQUIRED FOR NORTH BUILDING: continues in a Southerly direction along the Western property (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A 96 GPD (USE MIN. SYSTEM) x 2 DAYS = 192 GALLONS MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE line for 40 feet by 4' wide. This drain is to contain 12 lenghts EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE PROVIDE A 1200 GAL SEPTIC TANK MIN. of 4" ADS perforated pipe, (3 wide x 4 high pattern). SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL (1) 8'-0" DIA. x 5'-0" HIGH SEPTIC TANK This French Drain is to be lined with filter cloth to insure sediment ROUND SEPTIC TANK CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL LIQUID DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS SEAL: will not infiltrate the gravel and reduce the efficiency of the N.T.S. CONSERVATION SERVICE RECOMMENDATION). system. All 4" corrigated and perforated pipes are to be installed (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS on a 4" bed of gravel at the base of the trench. MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE LEACHING POOLS REQUIRED: , of Ni DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH 96 GPD / 1.5 = 64 GPD / 31.4 GAL/ LFT. = 2.04 LIN. FT. C)N GROUND COVER. GO Each 6" corrigated and perforated pipes from the gutter leaders at (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO /* the corners of the building are to be connected to a min. of RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. (2)4" ADS pipes (seperote runs) in the French Drain system. O OELEV. ARE BASED ON SYSTEMS. THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF 300 SQ.FT. / 31.4 SQ.FT. / LIN. FT = 9.55 LIN. Fr. .In TEST HOLE ELEVATION THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. The depth of the French Drain will insure the that the bottom (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO C of the system will be at the level of the Brown coarse to fine PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO TOTAL OF (3) 10' DIA. X 4' DEEP LEECHING POOLS ARE TO BE USED sand as well as below the frost line giving us the max REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND permobility rate. CAST IRON FRAME AND COVER TO GRADE ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN, OF 6" OF The French Drain will then be filled with Gravel to @ 6" below CRUSHED STONE. BUILDING .SECURITY LIGHTING: JAMES DEERK KI, PE. the final grade and the filter cloth will then be overlapped FINISHED GRADE--\ LOCKING CASTING TO GRADE (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL Professional Engineer across the top of the gravel and covered with 6" of clean sand GRADE ELEV. 12.5' FI FV. 17 5, LOCKING CASTING TO GRADE NILET LINE FINISHED GRADE 11.67' REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE DATE: to create the shoulder area. FF FIF 170' . I -CHIMNEY MIN 4 DIA PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND OCTOBER 31 , 2014 24* 1' MIN. 24 2460 PIPE OR SCREENING. 8" TRAFFIC BEARING SLAB ELEV. 11.5' LOCATE DROP T" EQUIVALENT 711 (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. PROJECT NO: TOP ELEV. 10.83' UNDER A OPENING FOR O� op ES; PITCHED 1/8- 2-1 MAX. D.A.K. ASSOCIATES LLC. AND ITS 974-2014 Southern French Drain dimensions ore as follows: IIE. 10.73' MAINTENANCE PER FOOT MIN. traffic cover (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL QU LT- li 9D ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY MEMBERS ARE NOT RESPONSIBLE FOR SAFETY DRAWN BY: MIN. 4" DIA INLET IE. 10.33' 6" 6' IE. 9.83' MIN. 4* DIA. io.71 IE. 9.5' STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. BDK 2400 PIPE OR MIN. 4" DIA 1'4' APPROVED MAX. CHECKED BY: The 100 foot long by 4 foot wide Western leg of french drain EQUIVALENT 2400 PIPE OR 181, THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN PITCHED 1/4' EQUIVALENT -L PIPE PITCHED (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN runs North to South along the Western property line and then 8. 1 0 0 BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172. JJD PER FOOT PITCHED 1/4- 1/8* FT. (n W ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY continues in on Easterly direction along the Southern property PER FOOT 4' EFFECTI in MIN- -3' MIN. in SHEET NUMBER: line for 65 feet by 5; 5; CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF of 4" perforated ADS pipe, (5 wide x 4 high pattern). Of Of Li U.J SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND EFFECTIVE-{' I DEPTH If tr-rt�,11VILAFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION 4 foot wide. This drain is to contain 20 lenghts FLOW LINE DEPTH 0 This French Drain is to be 4 feet wide and 3'-6" feet deep and I IN. 10'--0"DIA. REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. NOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO lined with filter cloth to insure sediment will not infiltrate the 8'-0*DIAMETER ELEV. 6.5' BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE THE BUILDING WHICH WILL BE WIRED TO MOTION SENSORS. THESE LIGHTS WILL gravel and 'reduce the efficiency of the system. All 4" corrigated PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION REMAIN ON FOR A MAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO and perforated pipe are to be installed on a 4" bed of FT. M I ABOVE GROUND WATER TO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH LIGHTS WILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN ELEV. 3.5' PERMIT) gravel at the base of the trench. BACKFILL MATERIAL TO CONTINUOUSLY. GN- i The depth of the French Drain will insure the that the bottom BE CLEAN SAND, AND GRAVEL, 6' MIN. PENETRATION of the system. will be at the level of the Brown coarse to fine IN A VIRGIN STRATA OF THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED sand as well as below the frost line giving us the max 1,200 GALLON CYLINDRICAL SEPTIC TANK DETAIL LEACHING POOL DETAIL SAND AND GRAVEL THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION FIXTURES. FIXTURES ARE TO MOUNTEb INSIDE THE UNDER SIDE OF THE SOFFITS N.T.S. permability rote. N.T.S. REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO (WHITE). THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING The French Drain will then be filled with Grovel to @ 6" below THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL DURING HOURS OF OPERATION AND WILL BE ON A TIMER. the final grade and the filter cloth will then be overlapped MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY across the top of the gravel and covered with 6" of clean sand DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE to create the shoulder area. ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANCES TO THIS DOCUMENT. DOB NUMBER: 1 OF 1 (DD-A-K ASSOCIATES, li • N I Tilt GNILED13NRACB -RAB Lighting d WJ E D Page 1 of 3 JAN 1:6 2015 So thold Town Pla nine% rd Indoor Outdoor Wher�te Buy Learn Log Products Decorative LED Angled Cone Gooseneck LED Gooseneck Cone Shade with 24"Goose Arm Style 1_ Spec Sheet Instructi. GN1 LED13NRACB Adjustable 45"swivel joint Superior heat sink Die-cast aluminum housing 5 year LED warranty Color: Black LED Info Driver Info Dimensions Watts: 13W Type: Constant Current Weight: 11.2 lbs Color Temp: 4000K(Neutral) 120V: 0.3A Color Accuracy: 87 CRI 208V: 0.3A L70 Lifespan: 100,000 240V- 0.3A *` LM79 Lumens: 388 277V-. 0.15A ' Efficacy: 25 LPW Input Watts: 15W "- Efficiency. 85°I° i Technical Specifications UL Listing: Surge Protection: Suitable for wet locations.Suitable for mounting within 1.2m(oft)of the 4kv grou nd. Color Consistency: Photometrics: 3-step MacAdam Ellipse binning t Contact the RAB Lighting Design department for the photometrics. color. http://www rabweb.com/productphp?product=GN1LED13NRACB 1/14/2015 GNl LED 13NRACB -RAB Lighting Page 2 of 3 Lifespan: Color Stability: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 LED color temperature is warrant calculations. over a 5 year period. Fixture: Color Uniformity: The GN 1 LED1 3NRACB comes with the GOOSE1B Arm. RAB's range of CCT(Correlated of the American National Standar LED: Solid State Lighting (SSL) Produc Single multi-chip, 13W high-output,long-life LED. Equivalency: Driver. The GNLED13 is equivalent in de Constant Current, Class 2, 100-277V, 50/60 Hz, 100-240VAC 0.3- 0.15A, 50W MH or 18W CFL. 277VAC 0.15A,THD s20%,PF 97.5%_ Green Technology: Thermal Management: Mercury and UV free, and RoHS Custom heat sink assembly in thermal contact with die-cast aluminum formulated without the use of V0( housing for superior heat sinking_ California Title 24: Housing: Goosenecks complies with 2013 Precision die-cast aluminum housing, lens frame and mounting plate. codes as a commercial outdoor n used with a photosensor control. Gaskets: PCS900/277 to order a photosen! High Temperature Silicone. IESN A LM-79 &IESN A LM-80 Te Mounting: RAB LED luminaires have been t, Heavy-duty mounting arm with "0" ring seal and stainless steel screw_ accordance with IESNA LM-79 ar of Energy "Lighting Facts"label. Correlated ColorTemp.(Nominal CCT): Patents: 4000K The design of the Gooseneck is G Cold Weather Starting: Canada, China and Taiwan: The minimum starting temperature is 110°F/-400C. Warranty: RAB warrants that our LED produ Ambient Temperature: and workmanship for a period of f Suitable for use in 40°C(104°F) ambient temperatures. the end user,including coverage Shades: performance and fixture finish. SE 15"Angled Cone Shade offered. Country of Origin: Designed by RAB in New Jersey Finish: IBEW Local 3 workers. Our environmentally friendly polyester powder coatings are formulated for high-durability and long-lasting color, and contains no VOC or toxic heavy Buy American Act Compliant: metals. Offers significantly improved gloss retention and resistance to color This product is a COTS item man change. compliant with the Buy American Recovery Act(ARRA) Compliant: This product complies with the 52 Steel,and Manufactured Goods-- Materials(October 2010). http://www.rabweb.com/producLphp?product—GNILEDI3NRACB 1/14/2015 F;, AE3' I_ I G H T I PSI G Date : 14 Jan 2015 Luminaire Title : SoundSide Landscaping IES Filename: rab00243.ies Dese : Sign lighting for sign located at site of SoundSide Landscaping. Description: GNLED13NACB CAST FINNED METAL HOUSING,ONE CIRCUIT BOARD WITH ONE LED, ONE WHITE MULTI-CHIP LIGHT EMITTING DIODE For: Gerard Orientale Light Loss Factor: 1.00 By: DAK Assoc. LLC. Number of Lamps: 1 Lamp Lumens: -1 Ims Luminaire Watts: 13 W 0 5 10 Scale: 1 feet Arrangement Magnification: 100% I 12 - 2 12 Flashoutdoor 1.37 60d:721-3658 1 0 2004-2015 Lighting Analysts,W. I Calculations based on tESM meds and recommendations. I Resuhs derived tmm content or photdmetric files. Ps- A- E3' L I C H T 9 N G Arrangement Luminaire Location Summary Single Arm: 2 ft N I Arrangement Lum# + X I Y I Z Orient I Tilt Tilt Factor Offset: —fit 1 Sinole I 0.0 0.0 6.0 0 0 1 2.0 0.0 6.0 0 0 1.000 i Layout Cols(X) Rows m 1 Layout: 1 1 Spacing: 0 0 ft Mounting Height: 6 ft Orient: 0 deg Tilt: 0 deg Statistical Analysis Illuminance Values Average: 0.28 fc Maximum: 7.56 fc r Minimum: 0.00 fc Avg/Min Ratio: N.A. fc Max/Min Ratio: N.A. fc Max/Avg Ratio: 26.70 fc Lighting Power Density LPD: 0.011 W/ft2 LPD Area: 1225 ft2 LPD Watts: 13 W Total Watts: 13 W I I i t FlashOutdoor 1.37 Build:721-3658 1 0 2004-2015 Lighting Analysts,Inc. I Calculations Cased an IESflA methods and recommendations. I Results derived from content of photometric files. SIGN LIGHTING: SIGN DETAIL: 2-SIDED SIGN SIGN TO BE CONSTRUCTED OF AZEK MATERIAL OR EQUAL TO PROVIDE A 101-61 1 MAINTENANCE FREE SIGN -6r-6rr RAB LIGHTING GN1LED13NRACB RAB LIGHTING GNlLED13NRACB LEAD COATED COPPER CAP 2"TiICK=BLUESTONE 8"WOOD BEAM `2"THICK'BLUES.T.ONE 2"THICKBLUESTONE' ht�...3 . .�-- \ rLJantA1j� k' \ STREET NUMBER ~u.,ri / - t m . . (631)-7655471 �: - X, \ct � � _� • �,r� •- l 'i~C`sse�VY;43 A=�"T7F^ 1n>F3'"+ eJ.:/ / �' / Y �. CD NATURAL BIRCH WOOD CARVED SIGN \ v STONE COLUMN - WOOD COLOR WITH ROUTED LETTERS F 1S BACKGROUND 2-SIDED HUNG AND OF NE %'� / STABLIZED WITH CHAIN IV o, 237 W / �_�� m r �. X l w _ <L ° ESSiO�� r a r n u r— n JAN 1 6 2015 L-2'4--�YL-2-10 u 2-10 3 2 0 Southold Town Planning Board v O - 7 � ----------- ------ 30' c I 76 '` S OS ---OS- OA `03 •�0.1 0.1 4 180 r FENCE O� 0.1 0.1I 03 050.9---0.9 1.0--08 `Os 0.2�, 0.1 `II (--�Vj { cj 09 1 '/ 0.1 03 ' U 13 , 2.It 3.7 35 23 1 1�8 3.0 4.1 3.4 X20 -160--- --------- �/ ®a ., I ,\ , t 0.1 0.2 0.4-� 0.] 1A 3A 5.0 1.9 3.7 6.2 4b 26 1A 0 :0.4 0.2' t _ t 0.1: 03 -OS 09 Ob 0 A 1 1. 0 t t I So 13 undside Perimeter L 69 cad• oB. 1a 1 iB IA "]� 3.0 s _ Readings taken at-0'-0"AFG ------ o.z 03 "b ;� u! 27 ; ,-- 5.6 4., 310 13 'o0b Illuminance(Fc) 140 s Average=2.71 03 I 0.7,E •15/ 33 45 5 /;•5 4.2 3.1 1A Ob Maximum=6.9 03� 0.7, 1.6. :�4 33 5.4 .0 .7 23 3 .6 Minimum0.2Avg/Min Ratio=13.55 018 1.2 ObMax/Min Ratio=34.50 f z 3b 1.7 � � 22 23 2.0 1.4 0.7 120 -r 0]'1 19J 29 3.6 4.4 I 4.4 3B 3D 1 I 0.7 I O t r 0.7' 15 3.4 4l 6.9 '66 SD 3.8 i7 08 A 4 OJ 15'\ 29 38 4.7 -t 43 3.7 29 ' 1b 08 rn l of I 1A id i7 za m it u :2A 1.a of 100 ! I I 1 Ob 13 2.4 18 3.1 1] - 20- --19 15 08 Ob 13 ;� 2] 39 S-2 I' 3.0 1.2 � 1.7 1.1 58 3 5.1 3.7 131 0.9 1 --� 8 'I 0.4 0.9 1.0., 1.6 3.2 .0A 48 35 'Is, 0.8 80 03 Ob 1.2 13 13 25 1.1 1.4..) 0.7, 0 1 X 2 4.7 6R 3.7 I . /1.7 1.1 o.01 1D V A A 0,1 03 SOS Q9 18 23 1.7 12 4.0 49 3.6 '20 13 0.6� 03 ] 0. T 0.1 01, 03\ 08J 1.5 X27 38 32 `2A 1.7 1.0 3.0 35178 , lb 0.9 0.4 ;0.2 0.1 I 0.1 02 '0.6 .1.1 1.7 20 1.9 1.2 1.4 •1.6 1J !K4 1.0'1.0, OS• 03/0,2 0.1 0. I I I .2 \ < 0.1 0.3 03 'O6O5 03 02 0.1 EC E HE I y 0.1 0.3-_'o3 C OA 0.q 0.4 03 II 0.1 0., 01 ,J o., 0.1 JAN 16 2015 = _ Southold Town Planning Board Scale: 1 inch= 20 Ft. Scale:as noted Lighting Design Disclaimer � Job Name: Prepared For: Soundside Landscape The Lighting Analysis,ezLayout Energy Analysis and/or Visual SimulationCLighting Design'!provided by RAB Lighting Inc rRAB')represents an anticipated prediction of lighting system performance Date:12/15/2014 based upon design parameters and Information supplied by others.These design parameters and Information provided by others have not been field verified by RAB and therefore actual measured Damin Sales Greenport,NY results ma vary from the actual field conditions.RABrecommendsthatdesi n y ry g parameters and other be field verified to reduce variation.RAB neither warranties,ehherimplied or stated 28 Brunswick Avenue Filename:Soundside Landscape 121514A.AGI with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.RAB neither warranties,either implied or stated,nor represents the Lighting Layout appropriateness,completeness orsuitability ofthe Lighting Design Intent as compliant with any applicable regulatory code requirements with the exception ofthose specifically stated on I Edison,NJ 08817-0377 drawings created and submitted by RAB.The Lighting design is issued,In whole or in part as advisory documents for informational purposes and is not intended for construction novas being part ofa LG H T t V version A Drawn By:Shaun Fillion,LC. project'sconstmctiondocumentation package. 170 Ludlow Avenue;Northvale,NJ 07647 $00 722"�'000 R ABW E B.CO M Filename:\\RA&STORAGE-STORAGEEngineering\Job Files\D\Damin Sales\REVCO Electric\Southampton 102877\Soundside Landscape\AGI files\Soundside Landscape 121514 .AGI Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Soundside Site Illuminance Fc 1.63 6.9 0.1 16.30 69.00 Readings taken at 0'-0"AFG 5 5 Horizontal Soundside Perimete Illuminance Fc 2.71 6.9 0.2 13.55 34.50 Readings taken at-0'-0"AFG Luminaire Schedule Symbol Qty Tag Label Arrangement Lum. Lumens Arr. Lum. Lumens LLF Description Lum.Watts Arr.Watts Total Watts Filename 10 A SLIM18N SINGLE 1855 1855 1.000 SLIM18N 20 20 200 SLIM18N - Neutral - ITL81606.IES Expanded Luminaire Location Summary LumNo Tag X Y MTG HT Orient Tilt 1 A 92.257 157.313 12 91.011 0 2 A 63.279 155.837 12 91.011 0 3 A 99.709 142.442 12 359.601 0 4 A 57.307 138.129 12 181.55 0 5 A 57.853 114.686 12 181.55 0 6 A 100.877 115.077 12 359.601 0 7 A 59.015 91.517 12 181.55 0 8 A 102.08 87.794 12 359.601 0 9 A 95.374 75.136 12 272.998 0 10 A 1 66.451 74.097 12 272.998 0 Total Quantity: 10 SLIM18N VOTES: The light loss factor(LLF)is a product of many variables,only lamp lumen depreciation(LLD) has been applied to the calculated results unless otherwise noted.The LLD is the result(quotient) of mean lumens/initial lumens per lamp manufacturers'specifications. 'Illumination values shown(in footcandles)are the predicted results for planes of calculation either horizontal,vertical or inclined as designated in the calculation summary.Meter orientation is normal to the plane of calculation. 'The calculated results of this lighting simulation represent an anticipated prediction of system performance. ;D (�jILLS,� n IIUIIp Actual measured results may vary from the anticipated performance and are subject Pig Iv„ to means and methods which are.beyond the control of RAB Lighting Inc. r r 'Mounting height determination is job site specific,our lighting simulations assume a mounting height JAN 1 .® 2015 (insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. Southold Town 'RAB Lighting Inc.luminaire and product designs are protected under U.S.and International intellectual property laws. Planning Board Patents issued or pending apply. Prepared For: Job Name: Scale:N.T.S. Lighting Design Disclaimer Soundside Landscape Date:12/15/2014 The Lighting Analysis,eriayout,Energy Analysis and/or Visual simulation('Lighting Design)provided by RAS lighting Inc('RABI represents an anticipated prediction oflighting system performance Damin Sales Greenport,NY based upon design parameters and Information supplied by others.These design parameters and Information provided by others have not been field verified by RAB and therefore actual measured 28 Brunswick Avenue results may vary from the actual field conditions.RAB recommends that design parameters and other information be field verified to reduce variation.RAB neither warranties,either Implied or stated L I G H T I N G Edison,NJ 08817-0377 Lighting Layout Filename:Soundside Landscape 121514A.AGI with regard to actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.RAB neither warranties,either implied or stated,nor represents the appropriateness,completeness or suitability of the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on Version A drzwingscreatedand submitted by RAB.The Lighting design is issued,in whole or in par4 as advisory documents for informational purposes and is not intended for construction nor as being part ofa 170 Ludlow Avenue,Northvale,NJ 07647 Drawn By:Shaun Fillion,LC project'sconstruction documentation package. 800 722-1000 RABWEB.COM Filename:\\RAB-STORAGE-1\Docs\Sales\Applications Engineering\Job Files\D\Damin Sales\REVCO Electric\Southampton 102877\Soundside Landscape\HGI files\Soundside Landscape 121514A.AGI SLIM18N 12, 18 and 26 Watt SLIM wallpacks are ultra efficient and deliver Color:Bronze Weight:4.5 lbs impressive light distribution with a compact low-profile design that's super easy to install as a downlight or uplight. 6.5" i 165mm LED Info Driver Info Watts: 18W Type: Constant Current Color Temp: 4000K(Neutral) 120V: 0.18A 8.75• Color Accuracy: 82 208V: 0.11A 222mm L70 Lifespan: 100000 240V: 0.09A LM79 Lumens: 1855 277V: 0.08A Efficacy: 93 LPW Input Watts: 20W Efficiency: 90% Technical Specifications X3.9 9- UL Listing: HID Replacement Range: Suitable for wet locations. Suitable for mounting within The SLIM18 can be used to replace 100W MH based 1.2m (4ft)of the ground. on delivered lumens. IP Rating: Lens: Ingress Protection rating of IP66 for dust and water. Tempered glass lens. LED: Reflector: Multi-chip, long-life LED. Specular thermoplastic. Lifespan: Gaskets: 100,000-hour LED lifespan based on IES LM-80 results High-temperature silicone. and TM-21 calculations. Finish: Driver: Our environmentally friendly polyester powder coatings Constant Current, Class 2, 100-277V, 50/60 Hz., 4KV are formulated for high-durability and long-lasting color, surge protection, 500mA, 100-240VAC 0.3-0.15 Amps, and contains no VOC or toxic heavy metals. 277VAC 0.15 Amps, Power Factor 99%. ADA Compliant: THD: SLI MTM is ADA Compliant. 10.4%at 120V DLC Listed: Cold Weather Starting: This product is on the Design Lights Consortium (DLC) The minimum starting temperature is-40°F/-40°C. Qualified Products List and is eligible for rebates from DLC Member Utilities. Ambient Temperature: Suitable for use in 40°C (104°F) ambient temperatures. Dark Sky Approved: The International Dark Sky Association has approved Thermal Management: this product as a full cutoff, fully shielded luminaire. Superior heat sinking with internal Air-Flow fins. Color Consistency: Housing: 3-step MacAdam Ellipse binning to achieve consistent Precision die-cast aluminum housing. fixture-to-fixture color. Mounting: Color Stability: Heavy-duty mounting bracket with hinged housing for LED color temperature is warrantied to shift no more easy installation. than 200K in CCT over a 5 year period. Recommended Mounting Height: Up to 14 ft. RAO L I G H T I N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com JLINIIUN -continuea Color Uniformity: RAB's range of CCT(Correlated Color Temperature) follows the guidelines for the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products,ANSI C78.377-2011. Green Technology: Mercury and UV free, and ROHS compliant. California Title 24: SLIM 18 complies with 2013 California Title 24 building and electrical codes as a residential outdoor fixture. See SLIM18/PC for a model that complies as a commercial outdoor non-pole-mounted fixture&#8804; 30 Watts. IESNA LM-79 & LM-80 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80, and have received the Department of Energy"Lighting Facts" label. Patents: The design of the SLI MTM is protected by patents in U.S. Pat D681,864, and pending patents in Canada, China, Taiwan and Mexico. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act(ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act--Construction Materials(October 2010). Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. L I G H T I N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com KEY MAP: D.A.K. Associates LLC. AND ITS MEMBERS ARE NOT LRERTSSOs9 S LAIVE RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO DED A T GREEIVPORT INADEQUATE LIGHT LEVELS. THIS IS NOT A RECOMMENDED >,+ :�� �� � (� D a Aa K ASSOCIATES, LLC residential &commercial design engineering a consulting LIGHT LAYOUT. IT IS A DESIGN BASED UPON THE TO WIV OF SO UTHO D SOUTHOLD TOWN CODE - ARTICLE -172. SUFFOLK CO U]VT Y � � ... 506 Main Street phone: 16311167-6071 � Westhampton Beach,New York 11978 fax: 16311466-3354 E-Mail: CArm8888@aol.com 1000- 52- 05- 58. 3 Deerkoski,Arm d Kehl Associates.LLC o former) East End Design Associates.LLC . 9 SCALE. 1 -_ 20 ^ OWNERSHIP & USE OF DOCUMENTS: � f�J�. These drawings and specifications including the Q ideas, design and arrangements represented SEP TEMBER Cl, �D therein, are the property of D.A.K. ASSOCIATES c OCTOBER 31, 2014 -`'' P P Y L. 7.5' p LLC. No part thereof shall be copied, disclosed ,;. to others or used in connection with any work C) F 8'N � DECEMBER 03, 2 0 4 '"' :`n,., or project other than for which they have been .,�;,� prepared without written consent. METAL O S6 //� a '" r ,I BUILDING METAL �n \ IQs, o �/ C O/ AREA- 40, 059 SQ. FT � � �• 1 ����, l PROJECT: N , BUILDING (STORAGE) o; , (STORAGE) 30'-0° Q 6 L OR . 9334 ACRES SOUNDSIDE o 1° N� �� s SCO ��. O =a EL.1 .0 LANDSCAPING NOLn �LL_ GRAS3 FF�ci�V � �� �S �� :�a POTABLE Jw F.�'''' ° , J � N � rt47�Ye4 �.� P� I INC. WATER <v GRASS Q , C Z 1J -- CL.12� SNC ° � (�j O ° \ E _ 2� �O/ PROPERTY INFORMATION: 67595 RT. 25, MAIN ROAD _ <v -� ��< °�`: -- �C GREENPORT, NEW YORK GRASS \ J __ BUISNESS LOCATION: PROPERTY OWNER CONTACT INFORMATION: CL.11.5' 67595 MAIN ROAD (RT25) GERARD ORIENTALE WORK NOTES: GREENPORT, NY 11944 PO BOX 770 SOUTHOLD, NY 11971 MFN RopO Glp `�/ / t / -- �� SCTM# 1000-52-05-58.3 PHONE # (631) 765-5471 �C+� O �� "Pov S 0 B q` GRASS \ EL.11.0' Q�� SITE AREA = .9334 ACRES F E J� (40,659 sq. ft.) `� JV ,\ , _�' co , -� `' z�:��„ / /i'� - NCR /<D/ X10 L.P..o F o I \ �` O O / _ ___ FT NG' (TOTAL 115) PC'S LIGUSTRUM PRIVET Q �� v �. ?; / / F E S e y \G �2S,�, EL. 9 2 5' TALL INSTALLATION SIZE ' tiFw / 3, 4B 5g?gSs / EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) �/ EGESS SCHOOL DISTRICT GREENPORT Q gSpy Y '6 !P P. _-'� 6' HIGH BLK CHAIN LINK FENCE W/ PRIVACY SLATS FIRE DISTRICT GREENPORT \ �� n O\ O / ` 0'x4.0' x3.0' UTI rFS ^ ro% / // L.P. Ha�F P � �\ �' 1o'z4.o' ' (8) PC'S ZECKOVA ADJACENT OWNERS INFORMATION: \/ / / i "p 2.5"-3.0" CALIBER Q- Sr ✓.� / � Fiq �C/ SOUTH PROPERTY NORTH PROPERTY: E.P. REVISIONS: 10'x3.0' 25 BUFFER ZONE TO BE PROVIDED CSC ACQUISITION NY. INC. RATSO LLC. PO. BOX 249PO. BOX 398 DECEMBER 03, 2014 O Q C /yq Y F BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 l^ _ r_ / } SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 gyp" // \\ �� WEST PROPERTY: O / Q° J -k�� / \\ / ]� g� SEAWAY MACHINE SHOP LLC. / 7 w^aow; y \ 600 ROBINSON ROAD GREENPORT, NY. 11944 ARQ SCTM# 1000-52-05-58.1 / _z_ _ ( o EkIST/ / oSFo \ V\/ t i'W_ATFR FLOW_ 1-1 \ �l. LI C\ J Vll7' Y G�=<- -° ,/ E,9 5 �L.10� �Cq �\ �qpR yq� ��\� Ong �OCq�q S� DISTRICT LIGHT INDUSTRIAL Q N� °'� \ - \ '9RE ON ti 7�N Ap 40,000 ,q _< �• <y TEST HOLE: N.T.S. LOT SIZE s uare feet Q) LOT WIDTH feet 100 4� Q = o �' \ °"`" e•, \ \ A TEST HOLE DATA PREPAREED BY MCDONALD GEOSCIENCE ��/ BORING DONE ON 05/01/ LOT DEPTH feet 150 Q = \ DRAWING TITLE:C VARIABLE2 L9 SIDE YARD. . 0 C\/ BOTH SIDE YARD feet MIXED SAND GRAVEL 25' BUFFER ZONE TO BE PROM D REAR YARD feet 1.5 LANDSCAPE AREA ��0 tiT J LOT COVERAGE % MAX ooascaN ° �JQ" BROWN LOAMY SAND SM BUILDING HEIGHT feet SITE PLAN NUMBER OF STORIES ° EI 8 f / 3 5' REFER TO APPROPIATE ZONE ORDINANCE / p BROWN FINE TO COARSE SAND SW s� LOT COVERAGE: EL. 8.0' ° a '/ � /� � `,,�"_PRS;,-_J \ / ' ' UTIL. 5.0' TOTAL LOT SIZE: 1.07 ACRES (40,659 sq. ft.) FE 0.4'N ° POLE 0.4'W ° (TOTAL 115) PC'S LIGUSTRUM PRIVET NORTHERN BUILDING = 3200 sq. ft. SET: ISSUED FOR: DATE: --� �� �� J Lj �� 5' TALL INSTALLATION SIZE WATER IN PALE BROWN FfINE TO COARSE SAND SW CL.10.0' -�G TOTAL ALLOWABLE LOT COVERAGE: 12197.7 sq/ft ��/ (30% TOTAL LOT COVERAGE ALLOWED) EL_9'� O 1 1 .0' � ks, LOT COVERAGE: 3200 sq. ft. or 7.87% (30% allowable) COMMENTS: WATER ENCOUNTERED AT 5.0' BELOW SURFACE �X\ C�, �u \� \6 �1 HARDSCAPE AREA: 27,266.68 sq.ft (RCA AREA, ASPHALT AREA, & CONC. AREA / yy -� SIGN LIGHTING: �� s, � °�� / RC / RC O Q� V � � � LANDSCAPE AREA: 10,177.39 sq. ft. or 25.03% (25% required) P\�\ ��0� o. ,QF9 � �� `- a`�sy �vPARKING CRITERIA: SEAL: = s� SIGN WILL BE ILLUMINATED J�\� WITH TWO GROUND MOUNTED Y,\ 4,/ ry NORTH BUILDING AREA: 3200 sq. ft. ® 1 SPACE / 500 sq. ft. = 6.4 = 7 RAB SPOT LIGHT FIXTURES, SPACES OR 1 SPACE FOR EACH EMPLOYEE WHICHEVER IS GREATER EACH USING (1)-100 WATT ��\�� TOTAL PARKING SPACES REQUIRED = 7 O� \�� 1 /S MAXIMUM LIGHT OUTPUT. C PARKING SPACES PROVIDED 2 EXTERIOR + 6 INTERIOR SPACES = 8 TOTAL OQ O 5 \O �� O THESE UNITS WILL BE ON A HANDICAP SPACES PROVIDED = 1 25' BUFFER ZONE TO BE PROVIDED SIGN DETAIL: TIMER AND SENSOR TO TOTAL SPACES PROVIDED = 9 GO �� _ COME ON AT DUSK AND DRAINAGE & ROOF RUNOFF: OFF AT DAWN. • �� � � e�5 � 2-SIDED SIGN SIGN TO BE CONSTRUCTED RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0, RCA = 0.17 OF AZEK MATERIAL OR LED Info 1'-0" DEEP POOL x 8' DIA. = 25.00 cu. ft. per vertical ft. G EQUAL TO PROVIDE A V-0" DEEP POOL x 10' DIA. = 31.4 cu. ft. per vertical ft. 13W Watts: \ O MAINTENANCE FREE SIGN -------- - --- -- - - - - -- \ Color Tem 4000K Neutral p�� (Neutral) JAMES DEERKOSKI, PE. �� \ 1.0' O � 7'-6" Color Accurfacy: 87 CRI NORTH BUILDING ROOF = 3321 sq, ft. Professional En ineef- \A � , � °� L70 Lifespaln: 100,000 = .166667 x (3321)(1.0) g = 553.51 31.4 cu. ft. = 17.63 vertical feet O O \� O� �\G� X61 C/ Oj _6 LM79 Lumeins: 505 / DATE: �\ \\,O\\v F� 0 OOJ GPQSS ) Efficacy: 33 LPW OCTOBER 31 , 2014 r � (6) 10' DIA, x 3' DEEP POOLS REQUIRED PROJECT NO: �O GQ \0 / �'�' ",�•., river Info 120' OF FRENCH DRAIN AS NOTED 974-2014 G P Gj 1 G /S (8) PC'S ZECKOVA 30OPSIGNWITH Type: Constant Current DRAWN BY: DK 2.5"-3.0" CALIBER �� SOUNDSIDE PAINTED WHITE 120V: 0.13A ASPHALT AREA "A" CHECKED BY: 6 208V: 0.08A = 4,940 sq. ft. JJD I� � Cj>� i� G� � O G --� r,,G'��" -� LANDSCAPING 7 240V: 0.07A = .166667 x (4,940)(1.0) SHEET NUMBER: \�\ I �� �GJC \0v\ C? °: 25 B3UFFER ZONE TO BE PROVIDED -woo CARVED SIGN 277V: 0.06A = 823.34 / 31.4 cu. ft. = 26.22 vertical feet 2 G \S \\� UTIL. o 3° INC. 3" 5 WITH RAISED LETTERS Input Watts:: 15W Q)POLE � s75s5 RT.25,MAIN ROAD STREET NUMBER Efficiency: 85% (8) 10' DIA. x 3.5' DEEP POOLS REQUIRED �� v GP�� (3) PC'S THUJA GREEN GIANT o �� GREENPORT,NEWYORK 5 \� Q (631)-765-5471 RCA AREA "B" \v P�� 5'-0 '-6 -0' TALL -LWOOD SIGN WITH � = 21,204 sq. ft. O� 7'SIDE FRAME 8 BOTTOM V PAINTED WHITE •166667 x (21,204)(0.17) P = 600.78 / 31,4 cu. ft. = 19.13 vertical feet SP- 1 �1V .� Q 0�e � 3" 2'-10" 2'-10" 3" `\O� JP Gv (10) 10' DIA. x 2.0' DEEP POOLS REQUIRED =20 VF �Q5 EL. 11.5' RAS SIGN LIGHT O DI3NW ® RAB HBLED13NW 165' OF FRENCH DRAIN AS NOTED • = REBAR Inspection Cover \�e UE SITE PLAN DISCLOSURE: SITE PLAN DISCLOSURE: DEC 7 2014 1 0 F 1 O y PROPOSED ELEVA TION ------CL_X.�--- QG O, i A CONTOUR LINE AND ELEVATION ARE DOB NUMBER: N REFERENCED TO FIVE EASTERN TOWNS SITE PLAN INFORMATION IS BASED ON A LAND !SURVEY PREPARED BY PECONIC EXISTING ELEVATION - - - - - - - ��1 TOPOGRAPHIC MAP. SURVEYOR P.C. SURVEY DATED SEPTEMBER 18, 2014. Southold Town Planning Board ©D•A•K ASSOCIATES, LLC KEY MAP: SITE PLAIV OF PROPERTY 18'.0.. MAX, C.t *. o C. A T GREEIVPORT GRAD - E a D-A-K ASSOCIATES,CIATES1 LLC • residential&commercial •engineering c 77 onsultingTO WIV OF SOUTHOLD F e Im LL SUFFOLK COUIVTY K Y �� 4� 506 1631)767-6071 � 6 MIN ��... : � ��,, Wes hamP1Street one:1on Beach ,New 11918 (ax16311466-3354 O E-Mail: CArm8888@aol.com "0 1000- 52- 05- 58. 3 '�L , *?.�",r a r Deerkoski,Arm&Kehl Associates.LLC o formerly East End Design Associates,LLC PERSPECTIVE VIEW OWNERSHIP & USE OF DOCUMENTS: Ii ? ' These drawings and specifications including the SEPTEMBER 18, 20 1 I I: I 1 ideas, design and arrangements represented 36" MINIMUM 2 x 2 DC TOBER 31, 2014 `� �,` therein, are the property of D.A.K. ASSOCIATES, "'y' :"`'y�. LLC. No part thereof shall be copied, disclosed q to others or used in connection with any work DECEMBER 03 2014 4 _` or project other than for which they have been FENCE POST "t �. prepared without written consent. /� �r r� x��• 'fir; s"�'' WOVEN WIRE FENCE AREA= 4 0y V 5 9 SQ, l' 1 , 6x6 - 10/10 WWF) �.: �'?�;� PROJECT: Z_ � r ter `� ' ^ • FILTER CLOTH O1 LD . 9334 A CIVETS "x SOUNDSIDE �y �t�, Icx'rh •Y °P� . `-ryLANDSCAPING I N G EMBED FILTER CLOTH 1y II MIN. 6" INTO GROUND z INC. ry. v 4„ ADA COMPLIANCE: STORM WATER POLLUTION PROTECTION PLAN: 67595 RT. 25, MAIN ROAD tD PROPERTY INFORMATION: NOTE: MAXIMUM DRAINAGE AREA ADA NOTES AND SPECIFICATIONS BUISNESS LOCATION: BUISNESS CONTACT INFORMATION: GREENPORT, NEW YORK 112 ACRE / 100 LINEAR FEET THIS BUILDING AND ALL ADA SIGNS, PARKING SPACES AND SITE DESCRIPTION SOUNDSIDE LANDSCAPING INC. SOUNDSIDE LANDSCAPING INC. RAMPS ARE TO CONFORM TO ICC/ANSI A117,1-1998 67595 MAIN ROAD (RT25) PO BOX 770 THE CONSTRUCTION THAT IS TO TAKE PLACE WILL INCLUDE THE FOLLOWING: GREENPORT, NY 11944 SOUTHOLD, NY 11971 WORK NOTES: SECTION DETAIL ADA PARKING NOTES PHONE # (631) 765-5471 ADA PARKING TO BE MIN. OF 10'-0" WIDE BY 20'-0" LONG AND (1) CHANGE GRADE TO PROVIDE ADEQUATE PITCH FOR RUN-OFF. SCTM# 1000-52-05-58.3 (2) INSTALL NEW SEPTIC SYSTEM AS PER DESIGN SILT FENCE DETAILS IDENTIFIED BY ADA PROPER SIGNAGE (3) INSTALL DRAINAGE SYSTEM FOR ASHALTED AREA, SITE AREA = .9334 (4) CONSTRUCTION OF NEW BUILDING (40,6599 ssq.q. ft.) SCALE:N75 PROVIDE SMOOTH 2' FIBERBOARD (5) INSTALL TEMPORARY HOOP STORAGE TENT FOR USE DURING CONSTRUCTION. PROPERTY OWNER CONTACT INFORMATION: TRANSITION EXPANSION JOINT (6) CONSTRUCTION OF PARKING AREA GERARD ORIENTALE SILT FENCE TO BE INSTALLED ON UPHILL SIDE OF FRENCH DRAIN TO PREVENT WITH NO LIP (7) CONSTRUCTION OF FRENCH DRAINAGE COLLECTION AND RETENTION SYSTEMS TO PO BOX 770 CONTAMINATION OF FRENCH DRAIN SYSTEM DURING CONSTRUCTION. TRUNCATED DOME RAMP AT 1: 12 RECHARGE THE RUNOFF FROM A 2" RAINFALL. SOUTHOLD, NY 11971 MAX, SLOPE � PHONE # (631) 765-5471 DETECTABLE (8) INSTALLATION OF NECESSARY PUBLIC UTILITIES WARNING RAMP MIN. WIDTH 5'-0" EXISTING PROPERTY ZONED, LIGHT INDUSTRIAL (LI) MAX. SLOPE 1: 10 ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO ALL STATE, COUNTY AND LOCAL CODES, SCHOOL DISTRICT GREENPORT FRENCH DRAIN D ETAI I - FIRE DISTRICT GREENPORT I50' MIN. - .-.��'-.�. � ���. ._. NOTE: WIDTHS OF FRENCH DRAINS VARY BUT BUT SUFFICIENT TO KEEP z ADJACENT OWNERS INFORMATION: THE DEPTH OF THE FRENCH WILL REMAIN AT 3'-6" F SEDIMENT ON SITE - 6' FENCE NOTE:NUMBER OF 4"ADS PIPES IN EACH FRENCH w HAY BAIL AND/OR 4" MIN. COMPACTED SOUTH PROPERTY NORTH PROPERTY: REVISIONS: SILT FENCING d- CSC ACQUISITION NY. INC. RATSO LLC. DRAIN TO VARY . (SEE BELOW) a GRAVEL BASE P0. BOX 249 P0. BOX 398 DECEMBER 03, 2014 N.T.S. 6 x 6 WWM AT MID DEPTH GENERAL SEQUENCE OF SITE ACTIVITIES: BETHPAGE, NY. 11714-0249 GREENPORT, NY 11944 TOP OF FRENCH SCTM# 1000-52-05-59.5 SCTM# 1000-52-05-58.2 LL'•.: .. DRAIN TO BE 0�`'•� :�.:• ADA RAMP DETAIL ( ) COVERED WITH SILT FENCE ;,,-:;:;;:. ::, :`,;. ::.••:: : :,.:,. .•_.,.::.:....:..:.: ::.•.. 1 HAY BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE PERIMETER OF THE CLEAN STONES o •. ¢ 2'••3"IN SIZE ....... :.::::... i..: '..'.,..�......... N.T.S. o SITE TO PROVIDE EROSION CONTROL. - �� WEST PROPERTY: 3 ROUGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON SITE SEAWAY MACHINE ,-:;.:.:...:.:...:. c�,....,-".:.. ,.::...:..; o� SE WA CHI E SHOP LLC. o ...9 . ..-. :;,:..:.:,.:.y :... z 600 ROBINSON ROAD I, . . ., ..... .. - 4 ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED AWAY FROM WATIER AND LAYER OF CLEAN '•..7:::c•j>,.: ?:: .'•?, - O ( ) Q� GREENPORT, NY. 11944 SAND TYPICAL Q ",,.� - - - - �:1�= - a COVERED WITH TARPS TO PREVENT RUNOFF, o - - SCTM 1000 52- o # 05 58.1 �..,. .... ::.: . :` " ' ; off' - ;,• G,;,.:,+;-:r:.y, ;.,,:•.,•.,•>.`,�G;,,,,,,,,..,.•.:•;,�7: ;,} N W (5) INSTALLATION OF DRYWELLS STORM DRAINS DURING CONSTRUCTION OF BUILDINGS. THIS �. ;::: :.:': :.:'::::::'."•, ;..,:: .:.',,:.. . CURB & PAVEMENT DETAIL: IS TO PROVIDE IMMEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS INSTALLED 0 - EXISTING RGA PARKING SURFACE. AND TO INSURE MAXIMUM CONTAINMENT. SANITARY: SLOPE II I III D E ,:;,:J:n,,:..:,,. ;:•.:::.,-',•: ..:...,.., .. ....,::... . ,:.:arc:-:,.�..";':':: :•..;.:::,,:�,.. ..:.;;;;:.,:.:,:-.. •.:s 8 ELV, _ -0,5 (6) INSTALLATION OF ANY UTILITIES REQUIRED. 6 (7) INSTALLATION OF BASE COAT (PAVEMENT) AND CRUSHED STONE TO MINIMIZE SILT GENERAL NOTES: NIX D AN 1 TO BE IN COMPLIANCE WITH THE SCDHS WASTEWATER E- MIXED SAND aGRAVEL '! RUNOFF AND STORM DRAIN CONTAMINATION. = CONSTRUCTION ENTRANCE - FOUNDATION OF COM ACTED rr 1 .0' 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FINISH R= 1 - 1/2 MANGEMENT REGULATIONS. FILL. GRAVEL i FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRA NAGE. GRADE I~I (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH APPROVED PERMITS. s 2. ALL DRAINAGE AND WORK IS TO MEET STATE & LOCAL CODE. FILTER CLOTH (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. UNEXCAVATED 2" WEARING 3. NEW DRY STORAGE BUILDING TO BE CONSTRUCTED DRAWING TITLE: SOIL I (10) PROVIDE SEEDING AND REVEGETATION OF ALL LANDSCAPED AREAS =11111 BROWN LOAMY SAND ISM) PLAN VIEW COUR (1 1) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS AS REQUIRED BY SITE PLAN. 4"DIAMETER ADSI R E c0 (12) PROVIDE PERIMETER FENCE TO INSURE SECURITY IS MAINTAINED. ALLOWABLE SANITARY FLOW (DENSITY) PERFORATED PIPE GROUNDWATER MANAGEMENT ZONE IV j 6" STABILIZED ALLOWABLE FOR SITE WITH PUBLIC WATER = 600 GPD PER O° ° =11111 3.5' R Q A D EXISTING GRADE ° SOIL BASE 11111 -11111 ACRE 9_ SAND AND - GENERAL NOTES FRENCH DRAIN DETAIL CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED GRAVEL BASE 600 GPD / ACRE x .9334 ACRES = 560.04 GPD ALLOWABLE 3.,l NTS 3/4- STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C,A, BROWN FINE TO COARSE SAND(SW) HAY BAIL AND/OR FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 5.0' SILT GENERAL POLLUTION CONTROL MEASURES: CROSS SECTION L�� SEWAGE DISPOSAL DESIGN CALCULATIONS: WATER IN BROWN FINE TO COARSE SAND(SW) CURB & PAVEMENT DETAIL AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION TEMPORARY CONSTRUCTION ENTRANCE N.T.S. ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT NORTH BUILDING: 11 .0' CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE SCALE:NTS STRICTLY ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. DRY STORAGE: 3200 sq, ft @ .03 GPD. = 96.00 GPD SET: ISSUED FOR: DATE: Northern French Drain dimensions are as follows: TOTAL REQUIRED FLOW FOR NORTH BUILDING = 96,00 GPD. SEPTIC DETAIL: (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE The 80 foot long by 3 foot wide Northern leg of french drain PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS TO INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION, runs East to West along the Northern property line and then (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A SEPTIC TANK REQUIRED FOR NORTH BUILDING; continues in a Southerly direction along the Western property MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS ARE 96 GPD (USE MIN. SYSTEM) x 2 DAYS = 192 GALLONS line for 40 feet by 4' wide, This drain is to contain 12 lenghts EXPOSED AND UNSTABLE, ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE PROVIDE A 1200 GAL SEPTIC TANK MIN. of 4" ADS perforated pipe, (3 wide x 4 high pattern). SEEDED WITH A MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL This French Drain is to be lined with filter cloth to insure sediment ROUND SEPTIC TANK CONDITIONS. (TYPE OF SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL (4' LIQUID(1 ) QUID DIA. x 5 3 HIGH SEPTIC TANK CONSERVATION SERVICE RECOMMENDATION). DEPTH) X 300 GALLONS PER FOOT) = 1200 GALLONS SEAL: will not infiltrate the gravel and reduce the efficiency of the N.T.S. system. All 4" corrigated and perforated pipes are to be installed (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE `.SLOPE IS on a 4" bed of gravel at the base of the trench. MINIMIZED TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE ACHING POOLS REQUIRED: DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH LEACHING 96 GROUND COVER. -GPD / 1 .5 - 64 GPD / 31 .4 GAL/ LFT. = 2,04 LIN. FT. Each 6" corrigated and perforated pipes from the gutter leaders at (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO the corners of the building are to be connected to a min. of RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE MIN REQUIRED SYSTEM SIDEWALL LEACHING AREA = 300 SQ.FT. (2)4" ADS pipes (seperate runs) in the French Drain system. o o ELEV. ARE BASED ON 300 SQ.FT. / 31 .4 SQ.FT. / LIN. FT = 9.55 LIN FT. TEST HOLE ELEVATION SYSTEMS, THE USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF THE CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. The depth of the French Drain will insure the that the bottom (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO of the system will be at the level of the Brown coarse to fine PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO TOTAL OF (3) 10' DIA, X 4' DEEP LEECHING POOLS ARE TO BE USED sand as well as below the frost line giving us the max REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND permability rate. CAST IRON FRAME AND COVER TO GRADE ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN, OF 6" OF' The French Drain will then be filled with Gravel to © 6" below CRUSHED STONE. BUILDING & SECURITY LIGHTING: JAMES DEERKOSKI PE. FINISHED GRADE LOCKING CASTING TO GRADE (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL the final grade and the filter cloth will then be overlapped � LOCKING CASTING TO GRADE PTOf2SS10I1a1 E11g1TleeI' GRADE ELEV. 12.5' REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE across the top of the gravel and covered with 6" of clean sandFF FIF NLET LINE FINISHED GRADE 11.67' PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND DATE: t0 create the shoulder area. CHIMNEY MIN, 4 DIA 24"' 1' MIN. 24 2400 PIPE OR 20' -� SCREENING. OCTOBER 31 , 2014 8" TRAFFIC BEARING SLAB 2' MAX. ELEV. 11.5 LOCATE DROP "T" EQUIVALENT 1 MIN. (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. PROJECT No: TnP ELEV. 10.83' UNDER ACCESS PITCHED 1/8" 2-1 MAX. 974-2014 IE. 10.73' OPENING FOR PER FOOT J" (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL D.A.K. ASSOCIATES LLC. AND ITS 1 6'i MIN. traffic cover MEMBERS ARE NOT RESPONSIBLE FOR SAFETY Southern French Drain dimensions are as follows: 6 12.. 6 MAINTENANCE 000 � ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY DRAWN BY: MIN. 4" DIA INLET E. 10.33 IE. 9.83' MIN. 4" DIA" 10.7 IE. 9.5'^ o �51 STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. 2400 PIPE OR MIN. 4" DIA 14" APPROVED MAX. O ❑ CHECKED BY: The 100 foot long by 4 foot wide Western leg of french drain EQUIVALENT 2400 PIPE OR � 18 PIPE PITCHED J J (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT IS A DESIGN runs North to South Ilan the Western property line and then PITCHED 1/4" EQUIVALENT o ❑� ❑ o BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE -172. JJD 9 P P Y PER FOOT PITCHED 1/4 e" 1/8" FT. V) V) ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY continues in an Easterly direction along the Southern property PER FOOT 4' EFFECTIVEF c 3' MIN. 3' MIN. Ln SHEET NUMBER: DEPTH a' EFFECTIVE D AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN AREAS OF EROSION line for 65 feet by 4 foot wide. This drain is to contain 20 lenghts 0 DEPTH 0 FLOW LINE > � CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF of 4" perforated ADS pipe, (5 wide x 4 high pattern), a_ w SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND -A4"MIN. 10' 0" DIA. REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. This French Drain is to be 4 feet wide and 3'-6" feet deep and (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO NOTE: ALL SECURITY SITE LIGHTING TO BE ACCOMPLISHED WITH FLOOD LIGHTS ON lined with filter cloth to insure sediment will not infiltrate the I a'-o"DIAMETER BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE THE BUILDING WHICH WILL BE WIRED TO MOTION SENSORS. THESE LIGHTS WILL gravel and reduce the efficiency of the system. All 4" corrigated ELEV. 6.5' REMAIN ON FOR AMAX. OF 10 MINUTES AFTER THEY HAVE BEEN ACTUATED. NO (\-3- FT. Mir. ABOVE GROUND WATER PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTIONLIGHTS WILL REMAIN ON WITH THE EXCEPTION OF SIGN LIGHTING. (SEE SIGN ��_and perforated pipe are to be installed on a 4" bed ofTO INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH j�gravel at the base of the trench. ELEv. 3.5' The depth of the French Drain will insure the that the bottom BACKFILL MATERIAL TO CONTINUOUSLY, PERMIT BE CLEAN 1 SAND, AND GRAVEL. 6' MIN. PENETRATION of the system will be at the level of the Brown coarse to fine IN A VIRGIN STRATA OF THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF CANOPY AND SOFFIT LIGHTING IS TO BE MAX OF 100 WATT LED RECESSED sand as well as below the frost line giving us the max 1, 200 GALLON CYLINDRICAL SEPTIC TANK DETAIL. LEACHING POOL DETAIL SAND AND GRAVEL THE CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION FIXTURES. FIXTURES ARE TO MOUNTED INSIDE THE UNDER SIDE OF THE SOFFITS permability rate, N.T.S. N.T,S. REPORTS, VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO (WHITE), THESE LIGHTS WILL PROVIDE A DOWNWARD WASH OF THE BUILDING The French Drain will then be filled with Gravel to @ 6" below THE PROPER AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL DURING HOURS OF OPERATION AND WILL BE ON A TIMER. the final grade and the filter cloth will then be overlapped MODIFICATIONS TO THIS SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY across the top of the gravel and covered with 6" of clean sand DUE TO SITE CONDITIONS OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE to create the shoulder area. ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT„ DOB NUMBER: 1 OF 1 O D•A•K ASSOCIATES, LLC