Loading...
HomeMy WebLinkAboutApproved Plans a. M u p t , , — 60 0 ' 26'-2 1/2.. ,. 4._6.1 20 7,_4 '-0" - _ - ti _ r CLOSET m 11111111111141ont Now REFRIGERATED CASES LAV UTILITY/STORAGE � � , E 77 \ ' h w U) NORTH EAST VIEW w < J U o O p CD O w U I— z Q ry � w I � . 0 I ON H 31 ul i : of � ,u SALES COUNTER ` .... ly CONVENIENCE STORE � � � .� � I ' ��� : . 2,400 SQFT � J sa. s - F. 9: FLOOR PLAN w o EAST SIDE VIEW RECEDED JUL 0 1 2020 LIST OF SITE PLAN DRAWINGS L _— _ SHEET TITLE Southold Town A-1.1 RENDERING / FLOOR PLAN Planning Board A-1.2 ELEVATIONS A-1 .3 FUEL PUMP CANOPY Eric Nicosia APPROVED BY F-66*T696D AFLHIT66T PLANNING BOARD PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 TOWN OF SOUTHOLD E-Mail: architect@optonline.net - ����Aye DATE - C)2 45450 NORTH i�.01� 0 SOUTHOLD, N.Y. Rev Date:01/07/2020 ,k Rev Date: 6/20/2019 , RENDERING / FLOOR PLAN Rev Date: 3/25/2019 Rev Date: 1/7/2019 o�.; �p� Scale:1/4"=1'-0" Rev Date: 01/07/2020 Rev Date: 2/3/2018F Job# 17080 By: E. Nicosia # 1 OF 3 A-1 ' 1 CONTINUOUS RIDGE VENT 12 ARCHITECTURAL ROOFING SHINGLES 9 5/8 12 ] 8 r , r - ,. , „.rw"`�r' •,.'' � � '... 1Y-_._...,,«_.«„a:,....-�--.—+.... ,.....,-<,-......_+wr.,....^,.-..�..--..r�..__.....+A...-._,...-.._.--.�e..,.r.•._-....tee...,,..—.... .....w,.. .- -.. �I I J� L I �- . i i _. _ , ..,. ..,...w-pro._«ms_..µ. sw._..«.a...+.............._.,..s.............a..,w....... T T y , �T iry iT ---_-_- 41, �VT VF N Ls F a � � f CD = i o o co EASTE WHITE 14" FRP DORIC STYLE COLUMNS BLACK FULLY SHIELDED LED - -- NORTH ELEVATION LIGHT FIXTURES OVER SIGN BLACK FULLY SHIELDED LED TYPICAL TRIM: EXTERIOR FINISHES/COLORS LIGHT FIXTURES OVER SIGN "AZEK" WHITE COMPOSITE TRIM CARVED COMPOSITE SIGN 1 1X2 ON 1X6 TRIM AT 1'-0" FLYING GABLES CARVED COMPOSITE SIGN 2 ROOFING SHINGLES OWENS CORNING-OAKRIDGE 40 YEAR ARCHITECTURAL SHINGLES "DRIFTWOOD" ALLOWABLE AREA= UPPER WALLS CERTAINTEED CEDAR IMPRESSIONS 5" STRAIGHT EDGE SHINGLES "WICKER" ALLOWABLE AREA= 1X8 BARGE BOARD AT GABLE ENDS 1/1' OF FACADE=1X50'=50 SQFT. 1/1' OF FACADE=1X70'=60 SQFT. 1X8 FRIEZE BOARDS LOWER WALL CULTURED STONE COUNTRY LEDGESTONE ADHERED MASONRY VENEER "UMBER" PROPOSED SIGN 2 DIMENSIONS= TRIM &WINDOWS WHITE AZEK TRIM BOARDS & PLUGS PROPOSED SIGN1 DIMENSIONS= 3-1/2" WINDOW CASING, 6" CORNER BOARDS 8' LONG X 2' HIGH =16 SQFT ----- - ---- - 10' LO N G X 2' HIGH =20 SQFT EXT.__DOORS/WINDOW RITE VINYL CLAF _ - --- - - SEPARATE SIGN PERMIT REQUIRED SEPARATE SIGN PERMIT REQUIRED PLUMBING VENTS ON 12 12 SOUTH SIDE OF ROOF 19 5/8 8 �...v....+u+-'....+n+�`e.':.:vw.w.Newey.N......A� ..,n'.erb��.,_—.-+ew+va...«+: r«.v....ra.+..aw...uL w.:r:.mv...r.w,v.....u:.+N •..-..f�tM�...w.• .aY..e.�'a:.w...m�..v,.ad.+wrar .un:�M.ea+vx�;cu'A.++�r.�-' _+n.n+...�:maw.o-_rll�w..v. ������� Tyl I 1 111111 1 1 11111 I I I I I FVI 11111 1.1 1�6 11 11 1 1 1 1 1 1 1 1 1 1 1 1 11 1 yyl { _ .-_Wu..«....._ur..::.................eru:•..........u....::...,_ _,r.+a...,:...._.+.—n....:..._ n....:..«...._.r.n�,. .....rr.._...:....:a.ao....._.,�__,..uw_......enw_ _....__..._ ...,._._. I. - .... ,. ,.:i cx...,. _ I - ti ,. �,:.:.o,.; -,..,..�.:__ ....__:.,. �_,-•.....,,__. .,»...._.,�__...._.«..mow....._.,.....,,._,.:: __ , - _ i._ ».�,.---.�.....w.�-.,,.www..::_..�.......w�...:::...«.+,.+,...:.. ...,.ter,. 1 i ti •r : i _ � J 1 — _ 1 J 1 I 1 L 11. I �- YTYLh*� r 1_ 1IIIII =L iTljjj�Lj� ryjl4m I I I I I I I I I 1 11111111 111111111 1 [�4 I I I I I I I I 1-ij 111 111111 . 1 1111 11 11±L� ji 11 1 IIILYL�� I I mfl �� I I I i RECEIVED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I� I JUL OI 2020 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Southold Town WEST ELEVATION SOUTH ELEVATION Planning Board Eric Nicosia _— f-eUIST67-6D wC11iIT6GT APPROVED BY PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 PLANNING BOARD E-Mail: architect@optonline.net TOWN OF SOUTHOLD F.\C, COS 45450 NORTH ROAD • ` {'��� 4 Cps �i� GATE 3 ` u), _A �` 1 n SOUTHOLD, N.Y. Rev Date:01/07/2020 7FF �n � �; E1,..EV1�TIONS Rev Date: 6/20/2019 _ Rev Date: 3/25/2019 �s Rev Date: 1/7/2019 4-- y0�- Scale:1/4"=1'-0" Rev Date: 01/07/202 Rev Date: 2/3/2018 Job# 17080 By: E. Nicosia # 2 OF 3 A-1 .2 OWENS CORNING OAKRIDGE "DRIFTWOOD" ARCHITECTURAL ROOFING SHINGLES. MATCH MAIN BUILDING ROOF. RIDGE CAPS 4q.. 1 ON 14 PITCH co 8" BRONZE ANODIZED WHITE ALUMINUM SOFFIT WITH FULLY ALUMINUM FASCIA RE—CESSED-LIGHT FIXTURES BRONZE ANODIZED ALUMINUM COLUMN COVERS WITH INTERNAL ROOF LEADERS bo 8' HIGH "COUNTRY LEDGESTONE" CULTURED STONE COLUMN SURROUNDS � 8BR=NZEANSOD ZED 0 1 (ALUM IN UM FA C IA LIGHT GRAY GASPUMPS BRONZE ANODIZED PAINTED) BOLLARDS _"77-7`77 J r r ---------- NORTH & SOUTH CANOPY ELEVATION EAST & WEST CANOPY ELEVATION F_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 uj > o L0 < C/) C/) IL z z 0 < z IL < (n _j 0 9 < 0 u- o Z) w uj w Cn 1w (L El + 121-611 31-011 291-011 121-611 141-0" 321-01' 141-0" (D U-) APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD RECEIVED DATE f _b , 3 2-c>2- JUL 0 12020 South-6—IdToWn— Planning Board 60'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — eric Nicosia PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 FUEL PUMP CANOPY PLAN E-Mail: architect@optonline.net e D A 45450 NORTH ROAD SOUTHOLD, N.Y. Rev Date:01/07/2020 Rev Date: 6/20/2019 FUEL PUMP CANOF)0' Rev Date: 3/25/2019 Rev Date: 1/7/2019 024 Scale:1/4"=V-0" Rev Date:Wf/b7 Rev Date: 2/3/2018 79090 A-1 .3 Job# 17080 By: E. Nicosia I # 3 OF 3 ZBA FILE No.: 6839SE NAME OF APPLICANT: William A. Penney,M and Sukru Ilgin(00 ISITE �ATA PROPERTY LOCATION: 45450 County Road 48, Sou'thold NY OWNER/APPLICANT Suffolk Country Tax Map: 1000-55-5-2.2 ��Go EMPIRE OIL, INC. Page 7, April 11, 2019 P.O. BOX 547 LAUREL, N.Y. 1948 ,46939SE,Soutliold Gas Station,Permey 111, Wm. Dgin Sukru (CV) SCTiM No, 1000-5 5-5-2.2 SCTM#: 1000-055-05-2.2 SUBJECTTO THE FOLLOWING CONDITIONS: ADDRESS: 45450 COUNTY ROAD 48 1. This Special Exception permit requires that the applicant complete Construrtion on the Gas Station U1 0 LOT ARF 65,180 SQFT./(43,560 SQFT/ACRE)= 1.496 ACRES. and Convenience Store and begin the approved special exception use in compliance with the oy SITE INFORMATION DERIVED FROM SURVEY DATED 5/09/19 BY conditions imposed by the Zonling Board of Appcals within TWO IxTuARS FROM TFM DATE OF NATHAN TAFT CORWIN 111, LAND SURVEYOR. THIS DECISION which may be Cxtend pursuant to Section 280-141 of the Town Code. Gl?'r" CAO Q) 2. The applicant must obtain site plan approval from t'he Planning Board. Failure to do so will render \1 0, ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED 01? and void. this SpeciallException Permit nu AP�Op� S ? G I�__ '?�3- G 0 AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. Tl-ic applicant,must file Covenants & Restrictions on the subject parcel with the 'Suffolk County ru Co �3 "'Os -0 ___1 3. 9 ov Clerk's Office: IZONING ANALYSIS a. limiting in perpetuity tile hours of operation from 6arn - I Opm daily, including all interior and .ZONING: B- GENERAL BUSINESS. e, sky 000 exterior lighting Nvbicb shall be turned off by 10pm daily, with the exception of datl, 6T, AMERICAN FLAG ON POLE compliant security lighting as required. FLAG SIZE: I O'W X 6'H 0 EXISTING USE: VEHICLE DETAILING, RV SALES & SERVICE b. prohibiting in perpetuity the establishment of any formula franchi-e food concession in the POLE HEIGHT:50' TING STRUCTURES TO BE DEMOLISHED POLE DIA.:10"AT BASE Ject property. conveniences store or anywhere on the sutIj 00 P.Q C PROPOSED USES: PARTIAL SELF SERVICE GAS STATION. as approved herein, is '> 4. No furtber expansion of the convenience store or number of gAs pumps, ' CONVENIENCE STORE. U111 Id Zoning Board of permitted without applying for and receiving permission froln the ToNm of So o :_*\5�;�4G 9 PROPOSED GROSS USE AREAS: SQFT Appeals andother appropriate departments and aggencies as detennined by a code enforcement official 5 16� CONVENIENCE STORE 2,400 1 %A 1(,- 4 (2 SIDED) PUMP CANOPY -7) a�nn of the Town of Southold. 6'�3 �00 a 0 6 !cot promises sh, 11 prohibit cars ex ing ftom the A clearly displayed code conforming sign on the sub, 5. north ingrcss/egress ftom making a left turn.(westbound) on to CR 48; signage is to be approved b- FROM TOWN OF SOUTHOLD: BULK SCHEDULE FOR BUSINESS, OFFICE AND 0 INDUSTRIAL DISTRICTS STRUCTURES (280 ATTACHMENT 4) 5-01-2006 Town of Southold Planning Board. 8, 51 6. All other signage on the subject premises must conforrn to the Town's signagn�code_ ZONING ITEM MINIMUM ALLOWED -PROPOSE COMMENT " To LOT SIZE (sq.ft.) 7. The applicant sliall comply with all of the rcquirem�.nts in Town Code Seotion 280-4813 G) 30,00 x2=60k B5J_U.,6± MIN PER280-48C(5-) LOT WIDTH (feet) 150' MIN 211,75'+ COMPLIES 00 governing gas station uses unless othenviSe approved by 6c &outhold'fm�m Plannine Board. ASPHALT PAVING 0 LOT DEPTH-(feet) _150' M11 208.10' COMPLIES r "o-I'_0" 0 'P 101,�7p FRONT YARD (feet) 757280-50 C. 100, ADJACENT SETBACKS 7 A :A (feet) 25' MIN 33.8' COMPLIES (WEST LINE That the above conditions be written into the Building hup ficate of Occu CS SIDE YARD ector's Certi ani�y, when issued 0) 0 BOTH SIDE YARDS 50'TOT L 79.4' CORNERLOT ao z- REAR YARD (feet) 35' MIN N/A CORNERLOT y\ 0 U) xception Z JVOTT,� Yiolations qf Conditions. A violation of any limitation or condition of aspecial e, o 0 100", LANDSCAPE AREA 35% MIIN 52 % NATURAL & LANDSCAPED approval or of any provision of this chapter applicable to a special e1cception use shall constitute \ Irn LOT COVERAGE (%) 30% MAX F4920/65165=7_50/ BUIL IN a irdation of this chapter. The Zoning Board of Appeals shall retainjupisdiction and shall have _7z_ do \S' C) 0 BUILDING _L_ G + CANOPY ct� \ C - HEI HT(feet) 35' MAX 125'± COMPLIES -13 __4 1 fy, siapend or revoA'e such approval or any term or G) -n:E: �0 NUMBER OF STOR FIS - 12 1 0 PI IES the right, after a public hearing, to modi 0 .of or to impose thereon one or inore new conditions, pursuant to Article Axy, C'NW' 7, 0 condition there 4 - 0,- 0 A [PARKING CALCULATIONS] Section 280-141 ofthe Town Code. VF 4, , - - / qo Uor CID \01�� .0 1280-78: OFF STREET PARKING REQUIREMENTS VoteoftheBoard: Ayes: Members Weisman (Chairperson),Dantes, Planamento, Ac,-Lmpora ard GOV A- 0 0 Lefinert. 1�1 );P- USE PARKING REQUIREMENT 0 do �0 CONVENIENCE STORE 1 SPACE / 100 SQFT GFA. Site Plan Condit Q; ?P- � 00' ions: do C:0 1149, GAS STATION (PSS) 3 QUEING/PUMP + 1 PER STAFF Prior to the commencement of any construction activity or clearing, tne perimeter of the area of disturbance shall be staked out and the Planning 0 1�z USE AREA RATE PARKING REQUIRED es on site to the 0 0 0 Z Board shall be notified in order to preserve existing tre 0 do 0 CONVENIENCE STORE 2,400 1/100 24 SPACES extent practicable; -A 0 36.121 GAS STATION (PSS) 2 STAFF IISTAFF 2 SPACES 0 ro.6 do 00 TOTAL REQUIRED 26 TOTAL REQUIRED ithin 2 All nonessential exterior lighting shall be turned off wi 1z (q C1 r7 TOTAL PARKING REQUIRED & PROVIDED: 26 SPACES '003 1/2 hour'after the close of business. Lights that are motion-sensor- do rn 0 activated may be used where necessary for security purposes; -A--A 10 0 Cp JPUMP QUE SPACE14 PUMPS 13/PUMP 112 REQUIRED/PROVIDED r-G1 1z-0 0 -7- '0 G)0 0 0 LO OFF STREET LOADING: 1 SPACE REQUIRED & PROVIDED. 3: Irrigation of lawn: Irrigation is only permitted within the front 'A G) G) (P � M-Z fit lawn'ird 'ation is permitted in the tlx _51 0- do 0 landscaped area. No permane 0 0 .0 5 0 1 SITE AREAS 7 r- TA G - rear and side landscape areas. Only droUght-tolerant grass seed 103 �3 -0 0 (D ITEM QUANTIT -UNIT C _QMMENT mixes-'are perrnitt6d within the rear and side landscaped areas. 0 1� 0 0��. l "e& �\��G do LOT AREA(S) 65,165.6+ SQFT 1,496 ACRES, C-) -0 (S\,N C3 (D ?:-P - M 4 li�� 010 LDG. FOOTPRINT 2400 TOTAL FOOTPRINT AT GRADE 1. Rain sensors or similar shall be used to prevent -A 0 �\l q40 0 PAVING &CURB 30,122 SOFT ASPHALT& PC AREAS unnecessary'Watering; 1G:UC i - SIDEWALK& ENCL. 1,94.6 SQFT POURED CONCRETE tAo Cf) r r �0 4. -A 7 0 OC 'P'OE IMPERVIOUS TOTAL 34,468 SQFT 50% OF SITE AREA '7 'y Trans'ition'buffer A 6' high wobd stockade,fence is"required along 7- �3 I S 4: r 0.1 Rur"- FRONT LANDSCAPE 115.958 SOFT PLANTINGS & NATURAL the �outh property line to satisfy the tr-ansition buffer requirement -A 17- 0 C, REARLANDSCAPE 17,987 C04 -UOUS SQFT PLANTINGS & NATURAL ObT er 'Pro (Z This f�nce shall run, along the property line and shall not interf. le le. TOTALLANDSCAPE SQFT 33,942/65,165-52% ture hedge row on the adjacent parcel-All TA with the existing ma 6'BLACK CHAIN efforts shall be made to preserve the existing,integrity of the LINK FENCE ................o" LOT LANDSCAPING 52% SQFT PLANTINGS & NATURAL WITH SLATS. ekistin'g hedgerow along the adjacent parcel for screening P.C.SLAB OSV-0�et�CS'Voi�*oGS T_') ) - 01 9,O�: LIST OF SITE PLAN DRAWINGS purposes. .0 SHEET TITLE 1. During constructio ',,the fence, shall not interfere %Vith the 0 Opoepa O� -:SECnON AC-1 ZONING ANALYSIS/ALIGNMENT PLA-14 n VA 0?' nr"UNDERSIGNM MASUAM TO SOUMOLD IrOWN COD! AC-2 EXISTING/DEMOL[ITION/500' RADIUS 0 pv? 280-131(f),ACKNOWLEVOES T11AT nIE CONDITIONS OF THE SrM PLAN existing hedgerow if thie-hedgerow is not exactly parallel to ROVAL SET FORTH MME MOLMON OF APPROVAL DATED AC-3 SITE LANDSCAPING PLAN the property line; C Omm�-_' T1_(-_n0 W ARE AccErrED(SEE CONDMONS ON RESOLUMN). AC-4 -SITE LIGHTING PLAN SVE SID E PUNT N.A-MF AC-5 GRADING/DRAINAGE/UTILITY—PLAN 5: If during queuing there is a long line of vehicles' (as may be the 0� (03 4 Nci -1-no----_ AC-6 WATER / SANITARY PLAN ra Ill place a' 00 1110 IZEDSIG. T TITLE DATE JAC-7 ISITE DETAILS scenario during an emergency) the facility ope' tors,wi AC-8 I EROSION CONTROL PLAN sign to advise motorists that Vehicles must be turned-off and APPROVED BY T0%N OF Set"rl]OV"I�kNNNG BOARD restarted to advance along the queuing line: Scale: 1"=20' 2-121.212-1 grading, and general site CHAWPERSON SIGNATURE DATE 6: Heavy construction such as excavation, I GENERAL NPIES work must not take place on Sundays or holidays, and aill NOTE:The spMved rte eevelopment plan shall be va!!d for a period of eighteen(19) r-L,'14s ftom the eite of or:%mal as per code section M-132A. SITE AL.ISNMENT FLAN RECEIVED old Town noise ordinance 1. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS&SPECIFICATIONS. construction Mill comply with the South N Z limiting all construction Work betv�een 7:00'am' An' d 7:00pm; 2. DEVIATION FROM THESE PLANS,UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE CERTIFICATION AND IS A JUL 0 12020 0' 10' 20' 4 VIOLATION OF NYS LAW. 1117-1�' _ SITE 7: Preserve existing trees on si I te to the extent feasible; 3.THE ARCHITECT AND ENGINEER IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, PREVENTION, REMOVAL OR W E L= 61-0" Southold Town HANDLING OF ASBESTOS, HAZARDOUS MATERIALS,GASSES, FUMES, MOLD AND OR MILDEW. 51 30' T-O" 31-0" CEDAR FINALE CAP Plannhig Board 0 /4 X6 CEDAR CROSS BAR BAR SCALE 8: The' storage and sale of vehicles on site is prohibited; 4.THE ARCHITECT AND ENGINEER ASSUMES NO RESPONSIBILI TY FOR CONSTRUCTION, MEANS METHODS,TECHNIQUES, S SEQUENCES,PRDCEDUF�'FF�OR SAFETY PRECAUITIONS AND PROGRAM IN CONNECTION WITH THE WORK.THE ARCHITECT OR RONZE GOOSENECK FULLY ENGINEER SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF THE OWNER, CONTRACTOR OR SUB-CONTRACTORS. 0? SHIELDED LED LIGHT FIXTURE $p ON SITE QUANTITIES 9: The use of security hall be employed to deter crime; o 5/4 X4 ARCHED CEDAR CROSS BAR cameras S 5.ALL CONTRACTORS AND SUBCONTRACTORS SFIALL PERFORM ALL WORK IN COMPLIANCE WITH NEW YORK STATE I PC CURBS 750 LINET. 375 SQFT REG LAR BUILDING, PLUMBING,MECHANICAL, ELECTRICAL, ENEPC' PRE SAIFEETY CODE,ANID REFERENCE STANDARDS. BRAND LOGO AND FUEL PRICE SIGN PP/IND PLUS 10: Loitering on site shall be prohibited; 6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PERFORM AND/OR INSTALL ALL PORTIONS OF WORK IN ACCORDANCE SIDEWALK & RAMP 1.084 SQFT POURED = -1 0' -CONCRETE co ON 1" COMPOSITE BACKGROUND TO MANUFACTURER'S SPECIFICATIONS UNLESS SUPERCEDED BY STRICTER REQUIREMENTS OF APPLICABLE BUILDING TRASH + PROPANE 152 SOFT POURED CONCRETE 1-060 SUPER 24 SQFT MAXIMUM AREA EACH SIDE CODES AND/OR REGULATIONS. CANOPY PAVEMENT 2,520 SQFT POURED CONCRETE XX 9 E-85 I KEY MAP 11 : Signs stating "No littering" $hall be posted on site, and litter shall be, PARKING PAVEMENT 3,375 SQFT POURED CONCRETE i 5/4 X6 CEDAR CROSS BAR 7.OMISSIONS FROM THE DRAWINGS OR THE LACK OF DESCRIPTION OF THE DETAILS OF WORK WHICH ARE MANIFESTLY . $TX.XXXJ I $ X.XXXJ r, LESS STEEL CARRIAGE picked up promptly. NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS OR WHICH ARE CUSTOMARILY PERFORMED SHALL NOT RELIEVE TANK PAVEMENT 1.533 SQFT P URED CONCRETE o /8" STAIN =�a THE CONTRACTOR OR SUBCONTRACTOR FROM PERFORMING SUCH WORK, BUT SHALL BE PERFORMED AS IF CORRECTLY BOLTS/NUTS/WASHERS (TYPICAL) SET FORTH AND DESCRIBED TO FURNISH A COMPLETE INSTALLATION IN ACCEPTABLE CONDITION. 12: Audio, television monitors or screens on or within the pump 6ric Nicofoia ASPHALT PAVEMENT 19,074 SQFT ASPHALT PAVING stations are prohibited; and 8. NIINOR DETPULS NOT USUALLY SHOWN OR SPECIFIED BUT NECE&SARY FOR PROPER CONSTRUCTION OF ANY PART OF THE 0 6X6 CEDAR POSTS. BROWN STAIN I 6' C.L.FENCE W/SLATS 82 LINFT. INCLUDING 3 GATES 13: No signs, exterior lights or flags are permitted on site in addition WORK"SHALL B'E INCLUDED AS IF THEY ARE INDICATED ON THE PLANS. TYPICAL ALL CEDAR 4' SPLIT RAIL FENCE 68 LINFT. to those specified on the approved site plan 9.ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS, DIMENSIONS AND DETAILS PRIOR TO 6' STOCKADE FENCE 284 LINFT. PO Box 879, Rocky Point, N.Y. 11778 CONSTRUCTION,AND AS ANTICIPATED OR INFERRED PRIOR TO PRICING OR BIDDING.THE OWNER SHALL BE NOTIFIED IN Telephone: (631) 928-4456 WRITING OF ANY DISCREPANCIES OR OMISSIONS,WHICH WOULD INTERFERE WITH THE SATISFACTORY EXECUTION OF THE —11 20 STORM POOLS 85' V.FT.-- EF-FECTIVE DEPTH �e 5_.Te.1 1C,1' E-Mail: architect@optonline.net r Approved by resolution of the Town of Southold,New York;on the day of DESIGN AND OR THE COMPLETION. POURED CONCRETE FOOTING nber Condition IN THE CASE OF DISCREPANCIES ON THE DRAWINGS,ANY BIDDING CONTRACTOR OR SUBCONTRACTOR SHALL ASSUME THE 9 ev Dat_��'W/06 2-ON subject to all requirements and conditions of said resolution.Any change,erasure, modification or revision of this plan, MOST COSTLY CONDITION WHEN BIDDING AND PERFORMING SUCH WORK. ITREES 36 10TY Rev Date:02121/2020 45450 COUNTY ROAD 48 Rev Date: 02/10/2020 Site Lighting 190 JQTY IPLUS GROUND COVER ISHRUBS as approved, shall void this approval signed this day of 10.ALL CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN ALL BUILDING INSPECTIONS AND REGULATORY APPROVALS I L_J I L_J Rev Date: 01/07/2020 SOUTHOLD, N.Y. AND MARK-OUTS AS NECESSARY AS RELATED TO THEIR RESPECTIVE DISCIPLINE. L J L_ — __J For planning comments _J Rev t.e� 6120/2,01 -A Rev D "11112 ,: N 11.ALL CONTRACTORS AND SUBCONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH ALL DRAWINGS AND SPECIFICATIONS, OFF SITE QUANTITIES Eiiminaate office Use v Re Da�e:11/07 019 ZONINS ANALYSIS/AL16NMENT PLAN by AND SHALL INSPECT THE EXISTING CONDITIONS IN THE FIELD AND FIELD MEASURE AND VERIFY ALL DIMENSIONS OF THE ALTER CURB CUTS 2 Q fy�: �SITE MONUMENT S1 Rev Da e 2/14//22018 (P Chairman BUILDING AND ALL DIMENSIONS RELATED THERETO.DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN ALL SIDEWALK& RAMP 1 11,438 SQFT IPOURED CONCRETE Rev Date:2/03/2018 Sign Bike Ra(zFence,S.W.Note DRAWINGS.REPORTANY DISCREPANCIES OR MISSING DIMENSIONS REQUIRING CLARIFICATIONS IN WRITING PRIOR TO RT 48 & YOUNGS AVE SIDEWALKS Rev Date:2/03/2018 Bldg. Scale: As Shown Rev Date 6/17/2020 COMMENCEMENT OF THE WORK. SCALE: 1/4" =V-0" Update,Moved Vac/Air - A C�' Rev Da.:,1106/2017 Secretary 1r.,md S!'e"f� Job# 17080 Bv: E. Nicosia 1 OF8 IS ITE �ES 1U3,11G: 11-1-3 (We.�t, S-outh & East) Y) 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING ALL APPROVALS, PERMITS AND INSPECTIONS PEQUiRED FOR DEMOLITION. AND iMPROVEMENTS FROM ALL t UTII 1TY COMF-1ANiES AlNin- AUTHORITICH !r-T 1� iNl 0" A 48 Southold, NY In accordance With New York State Industrial Code Rule 53, prior to performing excavation the ni'A p_t,t�'l 01­0\.�5, excavator must notify Dig Net at 811. t Tr� -1-3 SAMl i 014 ....... 2. CONTRACTOR TO HAVE PROPERTY MONUMENTS AND BENCH MARKS SET AND MAINTAINED BY NYS LICENSED SURVEYOR E WE-H, DFTAILS 8, 3. PRIOR TO WORK CONTRACTOR IS TO INSTALL AND MAINTAIN EROSION CONTROL PLAN BC 36.87 0� TC 37.81 36.42 BY ALL AGENCIES AND AUTHORITIES rb TIC 36.62 ELEV: 37.5 MEASURES AS SHOWN ON PLANS AND AS REQUIRED SIG HAVING JURISDICTION. 00 .0-= FT 4. ALL EXISTING STRUCTURES AND IMPROVEMENTS REMOVED ARE TO BE BACKFILLED AND 60 0 'Pre Clear X TRAFFIC COMPACTED WITH SELECT GRANULAR FILL COMPACTED TO 95% MAXIMUM DENSITY AND -81( 9:, 3. CO�� X X Hand Auger I PROPER MOISTURE CONTENT DETERMINED BY THE MODIFIED PROCTOR DENSITY TEST. 37. 37.2 Box Z (0 EXI T 0()i C, $1 ._00 Ton,mod sand,loose 5. NO DEBRIS ARE TO BE BURIED ON SITE. ALL UNSUITABLE MATERIAL AND DEBRIS ARE TO no petro odors,dry 131 _,I X38.0 \1b BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH AUTHORITIES HAVE JURISDICTION. 0 X37.9 6.4 0, Light brown,sillftand,slight ily Firri, ___naP±,trO�OJors moil___ X 6. PROPOSED DIMENSIONS, LOCATION AND GRADES FOR CURBS, WALKS AND SITE OPQ tan;rned", nd:loose 85 Sp IMPROVEMENTS TO BE VERIFIED WITH EXISTING CONDITIONS BEFORE CONSTRUCTION. X I G X 37.70 S\G no petf i odors,dry z \JAG 00 00 7. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND DETAILS. \AO 01, ,oi X37.5 tp tan;med sand;loose sp 8. ALL IMPROVEMENTS ARE TO BE CONSTRUCTED TO CONFORM WITH FEDERAL A, 12, no Petro odors,d�y �b c� X N 20'" AMERICANS WITH DISABILITIES ACT AND WITH NYS CODES AND LOCAL REQUIREMENTS X 38.0 39.4 tan-med sand;loose 00 A 00 X38.22 9. ALL CONCRETE CURBING, SIDEWALKS AND DRAINAGE STRUCTURES ARE TO CONFORM -0 no petro odors,dry TO TOWN OF SOUTHOLD STANDARD DETAILS AND SPECIFICATIONS. COX X37.5 05 1411%;tttk X 37.3 X36 7 06. 0 X\ 2T- 11 "' Cl G tan,;medsand;loose 10.TOWN OF SOUTHOLD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL 44k � (1.01 at. S P, G X 37.64 n 0 X38.02 X37 5 o petro odors,dry CONSTRUCTION. VE 0,VEEXlSTiNG X CM, 38.0 $G 38.63 11.ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS AND PAVEMENT MARKINGS SHALL X 38.6 tan,med sarid,loose 0 38 471�, U §15� UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD _n X BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE N.Y. STATE MANUAL OF 01;� no petro odors,dry ------ 00 X 38.54 4. 0 0 G A, X37.8 0 ,z EXIST L"" X37.89 X36 5 Sb9;3 no petro odors,viet X X37.19 Brown;med/coarse sand,loose ELEV: 1.5 X38.3 38.6 40'- Pso X38.0 38.1 X36.92 wj 36 38 40k 0 135.31 0 52, _-X 3893 REMOVE EXISTING WOOD ftft WALLS&P.'I CURBS 3S.56 0 79 (-A- Notes: I U) X38.40 N1.1 soil characteristics simillar at eac�boring* %\ 1?j X36.34 [EMOVE yz .11 U) 1? 44 0 XISTING P.C. 0 �'S 'C� _%11. 01 ;13 C %% % / URB ;el '15)ILI %% G) 38 CX .39 p ;110 38.8 95 rn A _*_X 44 Z 93 8.10 10� - 0 FIGURI-311: 2 38.4 X X 37.42 03 EX I STING z NIF'.1110f): DirectPush V eQA1 I 11OLE DIAMETFR': 2.25" DRAINAGE le-.1 %it f ST 36" %%,4 *. �0 X384 RUCTURESTO 0 1 ,1101ZING COMPANY: BE[ LOGGED BY:�,JGH­11/211117' 38.5 BE PROPERLY / REMOVED X 35.7 BORING ENCOUNTERED GROUND WATER AT 36' BELOW GRADE (ELEV: 1.5') EXISTING X DRAINAGE ,A STRUCTURESTO 0 HIGHEST EXPECTED GROUNDWATER 32.5' BELOW GRADE (ELEV 5.0') X 37.7 BE PROPERLY e, REMOVED 1976 AND 2012 AT USGS MONITORING WELL 410356072260301 S 16780. 1 X 35.3 �k 0 1401 < LOCATED 0.30 MILES SOUTH WEST OF SITE ZONING�Ar- %431.84 1 -,0 E�RESIDFN-OAL 4z__X (f) us �v /f I W X37.73 X35.9 4z.1i It, E-1 -B SOIL BORINS _*�Q cp X34.6 38.4 V,,-, X37.57 \�_P� I ON Z x c:: ),38.7 37.4:)%�/�i ZONING�AC V A __ool USE!RES, EN-rIAL ""\37.45 36.83/ X35.6 ,A I' k, 37.18 A R, 0 X37.9 SS X36.8 3675 laQ t-4 01 X 36.9 92 o dn ORMERLY Ia- 0-Z C: SAL . 0 BO?,\14G 7.oNiNGIAG NOW OR F GO I EN HUFE C 0 X 37.0 0 S A 4 E-- CE X4, ELL E G)(P ; F%1ED t 7 . -% SO\\ -207 P,GRIGU\ RAL BUSINESS . OA 51 VED ZONING� F CIXL ' 00 7 r- -�3 p'TER G) �0 L �3 , -n % -A 0 -A -A V, + AC /36.8 -A 0 0 rA 0 OA �13 19 0 C�-Z -A S X 35.2 01 X 35.8 X X 34.9 X38.1 X 36.8 z 6 V80% _U A tA. �k 4.24- 1,AO SO\k- AA,,zA_A7 0\ (PA X 34.7 GVE ��?\-\ 1`1 V-A-2 - oyc, X36.3 X36 4 ek-V4 36.2 X 35.2 A SOIL BORING B-1-1 : 11-21-17 N,0`04 OR FOR"ERLY ELEV 37.5± 0- SS A O?_ 70NIN('�11:­._'-' JA6 X36.1 IJ13 RESIDEN E rb R. p OC\NA'T 37.1 X OR X "ERLY C pO\N Of \N 0 HOUSE \N X 36.2 -S 0 No OR 0 SS NOR r"Rop'D L BU SIN 10 1'4*3 GE 0 P, 0?,MV-- C: zotIING� CO INL Ov S 76 Z USE�RESIOFN' ATER 365 -�\14G tAO\N 0 �:M?s _f\Cr_ PUBLI e)(\S ?,- \P,\- e \S \ G 0i 'ES0 OtAMSF'o 43 G' CEIG 7019\N 01 rn APPROVED BY 13� 10P -Z r-0 rn CAA 'I PLANNING BOARD No OR FORMERLY 0 W r 0 '10 0 F \NSZOLEK L,(SSA- TOWN OF SOUTHOLD SE.RESIC)ENTIAL ICE C_-Z-A PESI[)FNT,pL OF X ER 36.4 W ZONINGi RO- OF PUBLIC\IV 0-0 DATE C) E\JII)ENCE:&,ION-T5D 00 Scale: V=20' F, \NELLL O?,FO No\N P T-_ No 0 fn (P Tva-01 P�_ G'Ro MtAERC �� TA EXISTINS/Z�EMOLITION FLAN A,, cla Us � N ZONING'R-8() Or 10' 20' USE�RESID 0� W E > S.0ENCT-_ 7ON\NG'1 51 30' ECEIVED S JUL 0 PGfk\ V Southo BAR SCALE 1 202 0 -rd n Planning Board nll:� 11K Nicosia 0 &6 'K, "'&1ST6'7E7 D AF-CHIT6CT 0 "�c \A ' '10, PO Box 879, Rocky Point, N.Y. 11778 kk Telephone: (631) 928-4456 4 -Mail: architect@optonline.net Rev Date:06/17/2020 E Approved by resolution of the Town of Southold,New York;on the day of Re-number CondItions 7 ev Date: 03/06/2020 -1� '�� ,"?, ," I, I ?^ "A 'I, I- �� jq,", , i-0- L _ ,J :"`\:,�',,�� I subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, 2�_ Rev Date:02/2112020 45450 COUNTY ROAD 48 Rev Date:02/1012020 Site Lighting ��l v Rev Date:0 1/0712020 V as approved, shall void this approval signed this day of ­, kl.11-1­4, I SOUTHOLD, N.Y. i,,�-,, �­ ,1, A G -.I For planning comments N �1 1, -, , " , ?UZI Rev Da e: 6 012019 0S ­iiiik �­,�,..!�- .-#Vr,- - ,�\i r, ", '�\"�,��,-i�,.; i" , � ", � . INTERSECTION AERIAL MAP. Rev Datte: 3/1218/2019 "er Eliminate Office Use 2019 GOOGLE EARTH GIS DATA Rev Da:e:12/14/2018 Rev Da e:2/03/2018 Sign Rev Date: 1/0712019 by EXISTINIS/DEMOLITION/500' RAP I US Chairman W E AREA FL.AN Bike Rack,Fence,S.W.Note Rev Date:2/03/2018 Bldg. Scale: As Shown Rev Date /1 Scale: 1"=100' - BAR SCALE Update'Moved Vac/Air AG-2 Secretary S Rev Date.,1110612117 Proposed Site"an Job# 17080 By: E. Nicosia 2 OF 8 0 13 133 09 09 09 9 09 09 00 Y\ 02 13 13 13 13 12 09 SEEDED AREA 09 09 09 on, 13 13 12 12 14s, 13 12 (38 (3 9 09 148 0A 140 06 0 EXISP 'S 14 14 (3 14 EXIST! 14 G @ 0 'v EXI T, 10 11 G P& EXIST" 10 (EX`1STl*W 10 G) 16 C U6 0 0 , 0 0 M @ 13 SEEDED AREA 01J 0 17 3 0 WIDE NYLON WEBBING 0 U 3) 13 U.1 13 W @ ROOT CROWN TO BE AT FINISH W 0 F-C9 GRADE OR 1-2"ABOVE GRADE Q W @ 0 8 07 (13 04 n13 2"x2"WOOD STAKE AT 2" SETTLED LAYER OF MULCH 0 U3 OR BELOW GRADE FINISH GRADE 000 11 12 rn 00 TILLED OR BROKEN UP SOIL (D 0 00? MIN 12" DEEP 0 00 12 11 09 09 09 10 12 OP 16 09 16 2X WIDTH OF 1111 ROOTBALL 09 08 09 10 6 1213 TREE PLANTING (>311 CAL.) (D 10 @ 'A NOT TO SCALE site Plam Conditions: 41 ) 0 0 004 1 3 1 Prior to the commencement of any construction activity or clearing, tne 004 perimeter of the area of disturbance shall be staked out and the Planning 011*� Board shall be notified in order to preserve existing trees on site to the U4 extent practicable; 14 G 14 E) 2: Lighting: All nonessential exterior fighting shall be turned off within 1�ol�k 12 313 14 14 05 08 WIDE NYLON WEBBING 00V 09 13 MAL 00 P 08 EXIS-n 1/2 hour after the close of business. Lights that are motion-sensor- 09 G 08 04 04 ROOT CROWN AT activated may be used where necessary for security purposes; 09 8 0 04 04 04 FINISH GRADE 9 13 13 13 .UO9 E) -VIO OR 1-2"ABOVE GRADE 3: Jr.'riciation of Jawn:,Irriqation is only permitted within the front 14 14 13 13 09 landscaped area. No permanent lawn irrigation is permitted in the (Q9 14S 'Nov— F_ 09 09 2"x2"WOOD STAKE AT rear and side landscape areas. Only drought-tolerant grass seed 04 OR BELOW GRADE mixes are permitted wit'hin the rear and side landscaped areas. SEEDED AREA 2" SETTLED LAYER OF MULCH Y" 1, Rain sensors or similar shall be used to prevent TILLED OR BROKEN UP SOIL MIN 12" DEEP unnecessary watering; GS 14G FINISH GRADE HE ov- 4: Transition buffer: A 6' high wood stockade fence is required along 0 2X WIDTH OF ROOTBALL the"south property fine to satisfy the transition buffer requirement. �M, This'fe.n%-,,.,. shall run n1ong ther t,,foperty fine and shall not interfere EVERGREEN TREE PLANTING 41.11- 1. , 1 . - adjacent parcel. All LwANPSCAPINS FLAN M rk -st­nq ire In—l-e row on the NOT TO SCALE wi� It._E� C"IX-1 1,t,z) *_i efforts shali be made to preserve the existing integrity of the existing hedgerow along the adjacent parcel for screening N Scale: 1"=20' purposes. 0' 10' 20' 4 1 1. During construction, the fence shall not interfere with the W E E= ROOT CROWN TO BE existing hedgerow if the hedgerow is not exactly parallel to 51 30' AT FINISH GRADE OR S BAR SCALE 1-2"ABOVE GRADE 2" SETTLED the property line; PLANT SCHEDULE APPROVED BY ER OF MULCH NUMBER QTY COMMON NAMES SCIENTIFIC NAME TYPE 10 11111 5: If during queuing there is a long line of vehicles (as may be the 000 PLANNING BOARD FINISH GRADE 01 7 AMERICAN LINDEN 3" CALIPER TILIA AMERICANA,'FASTIGIATA uring an emergency) the facility operators will place a TILLED OR BROKEN scenario d 02 6 RED MAPLE 3" CALIPER ACER RUBRUM TOWN OF SOUTHOLD UP SOIL MIN 12" DEEP sign to advise motorists that vehicles must be turned-off and 03 10 HAWTHORNE - 3" CALIPER CRATAEGUS CRUSGALLI restarted to ad-vance along the queuing line; 04 11 EASTERN RED CEDAR - 6' TALL JUNIPERUS VIRGINIANA DATE b o 2-1 7 05 2 AMERICAN HOLLY IIEX OPACA RECEIVED 2X WIDTH OF ROOTBALL 6: Heavy construction such as excavation, grading, and general site 06 5 ARROWWOOD VIBURNUM DENTATUM JUL 0 1 Z020 work must not take place on Sundays or holidays, and all 07 2 SHAD BUSH AMELANCHIER CANADANSIS construction will comply with the Southold Town noise ordinance 08 15 MOUNTAIN LAUREL KALMIA LATIFOLIA Southold Town TYR SHRUB PLANTING: limiting all construction work between 7:00arn and T00pm; 09 42 JINKBERRY ILEX GLABRA PlanningBoard 10 6 FETTERBUSH LEUCOTHOE RACEMOSA INDIVIDUAL PLANTING HOLE 7: Preserve existing trees on site to the extent feasible; 11 15 WINTERBERRY ILEX VERTICILLATA NOT TO SCALE 12 17 VIRGINIA ROSE ROSA VIRGINIANA 13 48 BEARBERRY ARCTOSTAPHYLOS UVA-URSI 4 L 6ric Nicofilia 8: The ztorage and sale of vehicles on site is prohibited; 14 127 1BOXWOOD 'GREEN MOUNTAIN' BUXUS SEMPERVIRENS 'GREEN MOUNTAIN' T6CT 16 1 8 1 JAPANESE SPIREA, 'ANTHONY WATERER' SPIRAEA BUMALDA 'ANTHONY WATERER' 7-664ST67-6D AFLIM 9: . The use of security cameras shall be employed to deter crime; 17 1 5 ILITTLE PRINCESS SPIREA SPIRAEA JAPONICA 'LITTLE PRINCESS' PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631) 928-4456 PLANTINGS REFERENCED FROM TOWN OF SOUTHOLD NATIVE/NATURAL BUFFER PLANTING SPECIFICATIONS Rev Date:06/17/2020 E-Mail: architect@optoniine.net Approved by resolution of the Town of Southold,New York;on the day of 10: Loitering on site shall be prohibited; ALL TREES TO BE 3" MINIMUM CALIPER Re-number Conditions ev Date: 03/06/2020 EVERGREENS TO BE 61 MINIMUM , BALLED & BURLAPPED Rev Da:e: 02/2112020 V's 0 A, subject to all requirements and conditions of said resolution.Any change,erasure, modification or revision of this plan, RevD e: 02/1012020 144 45450 COUNTY ROAD 48 11 : Signs stating "No littering" shall be posted on site, and litter shall be SHRUBS TO BE MINIMUM 2-3 GALLON CONTAINERS Site 1_18ghting No 'Co Rev Date:01/07/2020 SOUTHOLD, N.Y. as approved,shall void this approval signed this day of GROUNDCOVER TO BE MINIMUM 1 GALLON CONTAINERS ZMAX O.C. For planning comments V, picked up promptly. Rev Date: 6120/2019 CC SEED AREAS : NATIVE RYE GRASS BLEND TO MATCH EXISTING FIELD Rev Date: 3/1812019 12: Audio, television monitors or screens on or within the pump Eliminate Office Use TOP DRESS BEDS WITH FINELY SHREDDED NATIVE WOOD Rev Date, 1/07/2019 SITE LAND5,GAFIN& PLAN by Rev Date:12/14/2018 Chairman stations are prohibited; and STOCKPILE AND RESTORE EXISTING TOP SOILS. Rev Date:2/03/2018 Sign 13: No signs, exterior lights or flacls are permitted on site in addition Bike Rack,Fence,S.W.Note AMEND SOIL AT LANDSCAPING/LAWN FOR PLANTING. Rev Date:2/03/2018 Bldg. Scale: As Shown Rev Date��2b�o Update,Moved Vac/Air — —D I An-3 to those specified on the approved site plan PROVIDE AUTOMATIC DRIP IRRIGATION SYSTEM TO LANDSCAPING BEDS Rev Date:1110612'17 By: E. Nicosia 3 OF 8 Secretary Proposed Site"an Job# 17080 � 1. %1) I , . -. 13 'C3. ci \.)- I . *Ip - 13 J. CJ ,QJ. fJ " , 'Ip . I Q3 J. j) 'I). ,c C3 � I J. C I I I -, a. firniting in perpett,ity the hours of operation froin, 6a.rn - 10pni daily, including all intcrior and I, () k (73 3 'I). 10 i ',I exterior lightirg which shall be turned off by 10pni daily, with the exception of dark-Sky LED CANOPY LIGHT - LEGACYTM (CRUS) at'llog#: 1 PII I . -1 QJ ,C3. CJ ,C C , � . phol"t., 11 , itrity fighting as required, J. 3 , ,3 "I . . � compliant sn . 0 -f ­I�, I i U�0,Jill I.Vdil.il'. I.......- ......................I , _______J . I 0 C3 3. '' -i'll vyinmelu Ic i ­-----------------------­ , 1",%t SC-Stind: * rovidirig a reliable ! Pr(­",1r,1 Ely: Cute- I fJ 'C3. rJ ,c . 13 'CJ I , HOUSING-Low profile,durable die-cast aluminum con.. c * 0 I 11"I strulton,p , J. i) 13. 11 . ',173- �fj. �,, 11 ) ,c 173 I I . weathe,light seil. 1__.......�.,�--���,�--,---.-���-�-,--.--,"---"---"-�----- --,--" C3 k J. k 0 ci- 0 � k .11 I'/ I I . -t I ----�----.--.-.-[-�.-.----..-.-�--�l---,-----,-�........__------ 13 'C3. 0 , 0 0. 0 - 13 � 0- 0 I "I I , 11 - -Ratures an array lof'select,mid-povI high bIrightness,hich efficilency LED chips; It" 0 � "i I LEDS - - , ­I 1-"'t"�,,�_, k " / , , - - . ,C � I, ­� ,e�.',­....., � J. C - �' . � , 5DOOK color tpmperature,70CRI(nominal). 1111­�� ­ ,I, C3 k". ,3 " 173 (73 3 - \J .,­� �­_ 11 ,. , �fj. C3 k k , .�' / __'�',"AC-Ai�k t,IPMI, ��',- - ',;­�,_1�11 ", WPSLS Series 3 " �� QJ N 1.11 - t�, I 11 ,., I ,rul, I " ., J. ,3 13. f . '13. '­ " " 11'1�, ­ - 11-11 13 *13. I0 ,c , :::: 3 ', 13 13 i) ,c 13. , 11�", I -1, J. C o. fJ - I � I ;��­ I I 3 kio. C 13 ,(�- - n 11 . 173 I J. , 14IInIiwIl: , I , DRIVE CURRENT-Choice of VM Low Wattage(VLky),Low Wattage(LM,Super Saver Z 7,14 I I __ , , , I"� I I 3 � 1 1,,I 11 11 11 � I ,, �'­ A, Small LED Slim Wall Pack /;.- 13. CJ *C 13 13 I I (SS),High Output(HO)or Very High Output(JH% - ,�,,� , I J. ,`�_-', , '­� I 1� I�T ­ �� e.I I i::! i I: "I I (V k , I- , , , � I III I � . . - 3. I , " , 11 ,","I", f I �, - I �__ C3- 13 1 �, . � I 13 _13 ,I, ' '� I ! ", , " F I I ': �11� "", ' , I""' _r 1.11 I III I I , I I . , . 11 .� , ,- I " ,Ii � , , , �,,_,_'_�,:!-',',�,, _ , I " ­ ::­:,:,::­ �,:�it� ,,�'��,",i, :, , ,""'ij k,:, 11.A�:,: , ,��,,:��!��:", , , I , I ,,,, 41,1� ,:�!�;� I I 1,I­,, i, , ,, , , k , �v , ,­4�,�',z,�" I I�-I 1I,__�I,�,%IIX"I:I," , '� � li,�� , OPTICS/DISTRIBUTION-Choice of Symmetrical or Air)mmetrical,which directs li�ght z , , I ,',,, -1 'I 77,171z, , � i ,�!: 4 , _C3. 13 'I), . 13 fJ 173 173. fol � , " , I,� t, - I ­, �&�� , , ,7 , , _­'­ I ""71 , C - . fi k k '':z ,., :� __ , 77, ' 'I" � , ,� , :�z::,:��,��',�,,,:;,,,�� ���:_"'i�,z :!;, �, J r3. 1) fol- 1 ,7" I, , I 7777777777TT77lMrl�� C3- 0 , ,:_�"�I" � , :It , , ,;,�,,":��'� 'fJ k � , " � '�;�,�i,�,:_", -I,�J,Z . , ,-'N", �;�,�,i"-.,�;111111 1;,"'I", . C3- k A, ,_ :,�;',� :-�� I ,�.", I". - � , , , , I., � �,�,�_ fJ � 13. 13 13. C3 kci. through a clear tempered glass lens,to provide a uniform distribution of light to vertical , I ,,i�,����::�:'�','��'�.','�""z i, Ii.,�1,,­­�`�i;"z:,�.' i,,��,,�����,"�,,�,�.,"'i��,"','�,,*���I , 11i,�,,,,� ", _:�_,',�z,: ::"'' � . . 13. C3 -CJ. 13 '13. C3 !� ­I", I I V1-,K11­­'�1, i- , , 1 '':11 � ,�,, " 13 C3 Q3 'fJ 173- ,,,,,,,, I - ,� z,�,: ,,_,��44�,�i��,�j:I,::_ I �,1Z ,� I I­ -�!"�,:,,I'�'.`", L�,,� :,'', ,1P,­iz­-, ­ �,­,.,��,�,­,I��, "I . j A— '1�1 , ,�'tl ,"' :, ;'��,,,U'111­ , ",,"It X, z 1,I��-I', �,,,� ,­t,"!�;::"! , � * II C3 11 "" , I and holzontal surfaces. ,:,�:I,z� 11� ­ ,','�,�,,Ai'­­ ..... ��:,;_,',��,V I it ­ I '�::���", :::�',��,,',,�'.,i�l:����',,�,,�',�'I �, 1 ,��al C3 fj � It (73- I I , , J. I ill- \!� 1�z, :x, ��-;,�­ , :, ,,:i�, I , 13. fJ �c - � �."��::,'��, A""',', . 1�,7r"i:: , I,\,\".�,_�__, "�, , ... ­­­ ��­...... � -:,:,"" ':_� ',',:,I � . 'iN I., _,i` ',�!�\, 11 _ , " , , , ,- , . ,i � 111, k QJ. fJ "C 4 1 1 " :�Ii:,� z 11, I , , I I �', � � , " i" :,:i,:A'�R�I�I I, I,,V�%�:, 1 il�_ " �,:, ,� * . k C3 C3- 0 J. '13. () Q3. C3 A,c I I ",:,1 , ­ I , ,� -, ,"�-z - V�;7�",I 1_-,"'' - , "''-I*�, I ,1�,\, :,""I (73 k . � I J. :, ­ .1.�, ",, ,� C3 *) ,3 "3. ,C3. 0 � "I , �I , ":�',�:",­, . , . 11 , I I I I'' , :4, , :,��,�\": ­�`��;,,I '' : I I��z,,::!, 11 I , "'I _:', "',_k"- 1 ,, �­, , ,�N ­ "i- " 11 " ,� i , ,,,, � �, "I" , 4 ,_',­­� �`i,' , �, I_� �",��\�,:z I 173 C3 � , --,�,i fi,,�,,,-�:�`,i ��,*,"':�,'I' �!�,,:-�I r'­YWi, :,­ �'.�z"N�­�, - -, _�, "'��,.i�,:z, C3- 13. 13 Ql C3 k , I '!, , ." ; : I : � I'll. I', I ,-,,i;" , �, , I� , :"!1-I! I� 1��,, , --1 I"I" .. , ,, , , I � 11 "" , J � "A � ,�,t,�,I;-,,, -c � ,,��,:,! T ,, ,�,�� � ,I 1 �4::1 �!:, , 173 '13. C3 k I OPTICAL UNIl Features an ullia-slim 7/8"profile dle ast housing,witha flat glass lens. ,I , t�_t , ""*,,, ,a ci- (73 � (73- C3 kci. 13 1 , ", ,� - � , :,1�1 , � , , " "; ,,��,� I...-1,�,��,1 �, _ I �, ,I,,, 11 , , J - �:` I ,Ig,,, "m F*AU � 1 es not trap \:��,'­,," :,',:, - � ,,, � :­ I -1, "',-1, � ,:,� I It J heat s nk do , , II , " ', ­ ''. 1 4I , , , ,i , ,,,, I Q3. J) kc Q3- fj 'C3. 173 I Unit is water-resistant,sp.aled to an 11567rating.Integral designed ­,�, iz'i-l' ' t,: , lIl!�,11 111,1z , Q111 k k k I .I I �' ,� , � 1i -, ", , I � - , ,� ­�;,'zi�z, "i" � . I "I'll �!��'; '4, , I " I "���� "� �0, �','�`,-�- 1 ,3 "3. * . :� � � , ? " , '" , : , ::;',`,,�, " __1 �" �. 11", � 1, ,����'ll'.�,:.",�,,����!,:�:'�,,�, �� �;A 00 , ;,q I � 0 . I C3- fj �Cj. C3 ,c 1,:I%t� I , ,,, �, , . 1) k Ci J. it I'l-, �Fi %, �r , � I "" I 11 ..� " ,z I 11,,,,, 11, -�,,:"� ,,'%4�� ;��_1�11 � .1 I :: , � �'N � I. , �' .14, " �i�:l,II I � I :.,''! . �. , ­ I _111" 'I,i",'' I ���ill��i -,, ,XW V �4 . ',�',� ,�:, I I 11 "",,__tI"'I'll''0�� �_, "",-It" Il ,�...� t� k � 'rJ. . ci- � 1;il,I I I­ ­� i:, , ­I�i I 1��I"I I,11� C3 _'.i '' � , _I � ,,,I,' ��1`,`��!,��::: P�::�','�:"wl , , A ,f I,. C, ,". " "). ci - . , ' - '', ��_,"", , - i I \1 173 C k,3 I 5',� � "," ", A 13 0 J �,). '3 AC efttr'Nitinri oI refle0ir AI 0srs V,,� dirt and grime,ensuring cool running performance over the Ire of the fixture. ..1,11 I 11 1�1 - \110 ,3 * 13 ,� ,� i ­ It 11 I"I'll, ,, .i � � ,, . -, A :11�1` J46 W" �Wf,�19 I,!i3 1,"F I",Iii, � � ':�:­:, � . k �� �, I��'. ,"11, - I �� " ,,, 1� 'i " � I 1�'�11_��r"':.!:: '', "Itk'", 1� 111 kV,A�-Oyjs�,I , 11 -J � 0 � � " ,W I , - ,� P 11 ", 'IN, ��A_� 111. �I�,�i,",o, I ____ , '­ ��t��Pt'!�zi­ ,��I";�It:%,, � �,,,l A 't , �, ,th, I I - ­�­!,�:t_3,�s I ..,.z "t ; pp.. .�G cJ ,c k . 0 kfi- * , C3 03- fi- C3 �Qj- C3 'C3. "ril`�,diq1r1N1N,3n lizing �`,�'�, `if�­I, "",1,�'j,� ," " I I, , 131, 3. . I 173- ci fj lonk limml a stiI , �,��,- �'","i 13 '13. k '_,�.i�I,,,,Y' "', , , 11 , I I 1I,�,::,:,,,.,,,,!"1k lz��,�,�:-- ", ", ,-O�'�"-�""'- ,-�i­we­,�,�­�,A,M" , A 13 PRESSURE STABILIZING VENT-Luminalre assembly incorporates a pressure stab! , , ,� Q ��'­ 11 -1 - I ,� , � ,, ` , I c . ci � 13. (3 � 13. C3 � � , , , I - , , It I ,,,, &�14t,"Il,wl!"'I "-�,�'­,,­,,��:­�­,-�k,'�, Q3- i) �Cj. 13 ,c . , ", I , ,.* ,�11 ." -,ti I�, , ,, , III -, 11:",�1�11;41'1'z'1,�,� ,; I�,"�-�k"' , z7- �iil �_ "i", t,,t�;,��­­­' ", ,41*'�l,x , !,`�"�,`�'11�4 3 `73. ,��__�,_ - , '�:�,g z,�11�,,!",7 � , t, k WN ,* , , k I Q3. IIIII, � C3- 173 ci- I vent breathorto prevent seat fittgue and fill irre. '_�', ," I,- - ':"'t, �, 1 � � ,, ; 'I I�'.1� I t­':Iz�,:,:z, 'I,z,:I ,��, I lw�-,�*,,!,,*- ,_0) 0 P� . . 'G FACTS �,�",:;��-��,!:�����'.:'��������,,�",�,,�,:""�':�,,��'� ,--- ':,- , I , -, � "; 11 11 I , I I , �;'* 1� k J. C . , �.�t,: " � � Zii"', �::z�_:i­!::��,I,pi :,,I . . , 1�,'I�i_�,,�,�,:�* _T�:�, i -.,uz�,� k b ,C3. fJ kfj. I ::, At , , � I I 'I A !", '� " - , , ,"�,`,'- � 3 �',,", � ,,, I,,,,,_"­......-.i" -, i�,ll�z,,�i�`i �::_� 13 *fj. A\ 0-iDE LIGHTIN ,�,;4�N',�,',4,�',��,,W�"J 1,14 1 ' I ,%�! , t " 4' , 13 . C3. 173 IC3. k ,O. C3 Q3. C3 , C I QJ ,fJ I I , � I �, I z,� �",:,:I,,I,��:, ,,,,4 1:, 1 r,,I—- ­­t ," ", ,;�_',_­ i*,,�,,�",,:1 13 k A ,:,�,�',��_',:�,','�,, �, I"'j" ,�,�,:�z,!,��,,�,����l:�,?�.�,,,:-,�"":,� �,, ­ I I I 3 , "I 11, , �!Ai!lfy,�a'n ,!,� j!, 'I" . ci 13. � k k i)- � 13 *0. � , , I '! t 4 It'­ ::,z . 3 C HAZARDOUS LOCATION-Designed for lighter than air fuel applications.Produ Is s �_t , , _ ,� 173- J. C 13 kfJ. Ct ultable ,, ,�, ,,, 'I 4Z ��AA`I 13 ,,3. cj ,c "i k * QJ kfj , �:,��:!,�,�i�,,�,l�jt,!;, , :,", �,�,, ,I N!, _ J. r I ­ ,'' Department of Energy has valffled representative product test "I, , " ,�:lil,:, ,,�� ,", ,�:�,:�!,::.,:I,, � ,� �1'1 , �J � .: I�,.,...� ,, '',,":� �,��,�� "t J4""6:40 ,I�,t`, �� , 13 , 3 ' � � I fJ J k C C3- QJ 'CJ. CJ �', "- ��, , , - -41 1 ,4 � I ___- , I - I i 1,11 11 � ,� I I ", _ 11� �`:�,,�:'�i�,,R�', � . (73 k irince with Its Lightl z 1\���,'Jll 1�:If','1�1":� ,;:z,�I"I r4,11,tk1��'��-1, '�-,�Ii-,,:11_ !I I:,�' ,t`� XI4ftttI'11 13 �J). - . "', , I data and results In accoft ng Facts Program. for Class I Division 2 only when property installed per I.St installation Instructions ,�",� �I," 0�' , I ''I ,,��I:: I 1. I .."I !", ,� ,Z��1;�,6 , QJ. 13 fi. -\ 173 13. 173 � k , _:1 1, I � , , - � , , ci- IIII, 'Cj. CJ kc 13 - �1, , ,, I I 1,111WIAIiii4, � ,, - 11 �," I , 41......, !�',r`:", , ls��iz,­­I,�II "i�:,,�,,­",:, visit www.fightirla*.com for specific catalog strings. (Consult factory). I,11'­,,�'.,jt,�,I!,,�,1,�,,­,,,Zl,,�,� I I-I,,`,`_�,'�,"�:_ I �;z',,S,',k­­­�.4"�,��'': 9 'c 1\ C3- C3 IC3. I . ­ I I I , _ , # , , 13 J. 13 ,C . � k "Ill: I I I '� - ,Ii:�",:::"""�,,'�,�','��,��i,,�,,�� �:",j I,_ ­V,0� �! , " �:, !.� " - 1 A',,',-:-Iq I li 14 ,0""It,, ��:j,�',,',��I�` . J. k � , �-, ,�, !�.� I, � 13 J. ,, , , """� , 1 4 C3. � � ,, C ", -�, 11��,," " ,�� i.- � ,,, I , ,�,dl V � A,4"_',P,T",! , J. '3 173 3 ,c ci 13 1, - , -( ­ � i , g I , ,I, I,`� t`k � ­ " , , =,.t '­!,tz" 1,�­iIl,t,�_, _,, , ��, ,I.­:-:,� ��`: I I�� I,-I I ­ PFIA, ,:�­, - , ,, , ,�:j "'i' ' 111�,��,­, I I ......1,I 1, � �� 1� ;:� 1,I:�, �z,'It,��­ ,­�"I�t,­_, �'­� �­tl��­i, ii::�:���,:��4,�, , 1-1-1: , ­ ��, I � ,,, ,K� z ��,­�, , 1,�,� , 'I', I . k , � ';','z:�:�,,�,::,, ,� "'"', , I- 11,1111" "I 'C 13 "- !,��,�t"",�,._, ,,�',','�,.''::",:!�,z�'i�,�""4�o: 5111 I QJ J. fJ ,c Z , " ",I 11-I ,:,!�:�I,,AI��'zz�:",,,�,:�, ��,4:"�i* , ,� � ,, 11.1, �t , , .,� , , _�,�_�_,, ­_�,I,��"­ �1� ,!,:: ":", . I��i! """" """'"' , � x ,,'�'' ',,�_,����I,` �­ tJ �J � , � t, ,� ,� , �� 13 k 13. A, � . *Q - & ��J. 6 ,C J. C C3 1113 QJ 'fJ DRIVER , "' , , a­�_,.�-,-1-_,!,� I il,�'�` `v','�,:,':��7'�,:,!,�� ,"-g�,�,� 1, 13 C3- C3 kcj. C3 , 13 'fJ. ,\ kc C3- "\ 'Cj. CJ ,c 3 ".11 _`1 I I 1,",1, I J. C -State-of-the-art drivertechnology superior energy efficiency and optimum light "," ,��_: I r 4 �,A,I,� -� k CJ 3- .\ 'CJ. A\ * 0 J �c k . I3 , . ­ "I - ­,­­ �� I " - , , '�-.��;O-, ,'%,!� 14 ,,I� , � " I'%, , , - I _11-1 t��� �­'��-;�',n ­�',' `�, ­�,` -" � I , _:, 710,�p 3 J. C 13 C3. Q3. fJ "C 13. fJ � , � I _. I I 1,I;­__,,�, ­ ,�,�, I,,-,, ,,, ''I I " , , ,��I,t,z �,,1 Ap�� , ­­,", ,, � ......, .011-4 _�'01 � 3 J , �''' '.�11 �': . ,�\�,�;�,:"��,�S ,� . J. , - " 11 I , I _­-,,�z,­­�i",�� ��� �,::��Iv_, 1_::�,:­:I, � ''I" , "' . -1 S - � - "��,,�,�!�,',,,_- -I":,��',_,,_� - ,,,,I-,:" ­ I 11 ,, 1"�I��'�,::,,,, �,,�,j,,-,�::,\"�,�n�",:��!�,��,:""��,,�:::��z!.", ,:",:" '��!!� Q3 kfJ. fJ ,C k k J. , output.Driver components are Mill encased in pothig for molstire resislancil.Comf EP - , " 11 ,c ­` ,n_.�;, " , :I. "v,,,I, � "', ", ,:,' ,C3. 13 k,3. J. C kfj. fJ I I -1 1117, 1 '!,,�, ',,�,;�",;:­:�: "", "'' ,,�,z!,::, ,���:,,, f . ?I C3- 0 3 , � 13 -,_l-,�1�,",_'_ ,� ,!�;I , J. 3 13 0. fJ �c C3. cj C3. fJ 11 ,:,1. , I'll, I, , J. 91 . k -10Vdimmingsurf 10,ind�.,-dwAl�t,,altdrni,ncu��l,rit.i;. �­,'.',�,'Z,�5'it,:- .""����,:",��-,��,��-��,-,��,:,�,��,,',',��,"'�,;� - �, 11-1 I I ­- z�_­ ,,, �;-,��,�::�t:�,,I ,�'i"',"":', ­�, :, -:"":k��,;,1-:�:�':�::;,, "I'_- �A­, ""I''', 13 k 1, , , , ? �c 1;I!�;;'Y" , , , ­­�,,­,"'_ '!`i 173 k ...� � , J. ,� "C k 03 11 I ­,�­iitt�­­­t �',,��' , ,I ;� I "I ­11�1 "I , ',­� . . �,;�I,�;,�tf',,T�",t,z,4,,,,�`, _ ,, ,,f:,,! _ , �, * ,� .11 , �:-I I'll,�111� - ­ :,l�_�­ ,,,,,�"'"':,�,�,,,:�,:,:,:;,:, ,. -4 , -ii, ,:, �,�:, ��;,4� �­�:�,:,:!",!,'z��,::�: -�:,,':i"�_i!�,�:A, 10 'I). ,� "'I . V J. C3 ­�:'_,�.­�:�­­::�-­�-__I ,:, -1 , i,,% �Ii,­,_,_S�,,, I-:,"t" � 'f �. � ": _ " , wftb IEC and FCC,standards.0 1 ­ 0 � - 1-11�1._.-', I __III�1' ,:, � "C", , ", ,""Ir",!�I - ::,�t!,,�z!�i� 0 � ci 13 ,C3 k 13. C3 '13. 0 , C3 10 J. , , , �­i, ;:�i�,\�1��,� , I 4Z I 11 ,�,,, I I -,,,I I 1. ,,,,, -:,"��I,� QJ, fJ �13. , k A\ 13. CJ �c , ,,,, WZ,X,�,� :� ::�::�"�:',�,� `'', I ,,�". 1,,� ­ - tz......�,,It�,Pi,,1,,, " I � :�,i�,:,�il!�',"',':L � C3- (73 -C3. �) I 173. 13. C3 IC3. C �� 1!�'�',��,''Ia-:!"�','kl,'-� ,,t,",;k,!�,-'I',zW, -1111111, _, , , ;�4 - I , , A\ QJ. �) �c � J. . ­tI_I`_r, , ���,,,I ,­�,A,: t, ,,,,,,,,, ", I, �­�_�I, t�,,,,:",`��,',�;:�,,�:,�", k III) 'C3. fJ "3. 11, \ C3- 13 kcj. �) ,� i ,�4',� ,,Ui :':","I't., � , , , �_�,:�;_ t,gllzl� I'll ''I" I 11 I I I ,PIi� 011,"I''V,�1 ,I I I 11:,"�.�_1_1'1=1,:,i 11 ,:,­� -��4�,��z 1, 1, I II:,k`,'I I,,_141=�,: ,,,�iI, , ',,',��,,,��."."�l,'X�,,�'..""- , , ,��, I -�ii',,.� -;.' ` _t�!, '"it- _I, - "�� 4:z ��`.'&Igk4l%�4, 1"6 _�.,_ �f . �­ �� , �:"I=', , -m . -0;;` .1 -_1 , - iItK z,z, � " lillk t 61,1111�`�1��:�,It , 11."11,I 1 i�, , , _ - - fi * , , , I :It� � ': !,: ,:", . - , 3 C , - '-, .-�� , ­­ 11.1 I " t ci 13. 13 AO. I � 173 QJ,. 13 , 3 �,���li,�,�"'��,,,�,,���,,�""; ,,�,�,-;1'111111%i ­,Q�41� ," , , . . DRIVER HOUSING-Die-cast aluminum,wet location rated driver/electrical enclosure is �, ,!`,� i�I`-,"T ,, 1�,,,� :11 � , . � 3. 13 13 173. fJ kc 13 , , � ", , '' , , I , �- 1. "11�a,�akw*z.�Z�U�i,d 11�'1111,"�"',':­­­' "I , , ___� ',_ 13 1 �'.' I:� I ,� ri 3* QJ. fJ , elevated abovecanopy dock to prevent water entry,provide easy"knock-ouf'connecton '__� ,,,, , ,�"': � ";�kl .J � . 11 * ci 0- � C fj- . , z .IIII -,-,- 13 ki). C3 ",3. 13. 173 �Cj. 173 k 3. , � � , A � kc 13. 13 '13. *0, 3. C k b. � b ,\. , 'I 0- 173 k Q3- fj kC3. Q3 kcj. of primary Wring and contributes to attaining the lowest operating temperatures ,l�, 17 J , C IO. 1\ b 13 I k ,available. Seals to optical housing via one-piece molded silicone gasket Features & Specifications c @ Us I C3 3 C3- .\ I J. ,� "\. ,� "\. (73. � 3. 13 'C3. CJ 'I). C3. C3 kc kc ci- C3 V 173. C3 � C3- J. C '_, '':, ,Q3. 1� �c C FartI, : : 3 ,c J. C - ,j). "'i I . ", . �QJ. ,\ kc ?, �cj. 3 3 4 :::::: :::::: , , li C=DIII k CJ 13 ::::::::::::::::::;;;;;;:::::::::::::::::::: ..... J. ,\ J. J. C C3. % 0 fJ . Dimmable LIS fEll 0 V k10 I _ , � - 173 � 13. C3 - :: . � k & k C3. N 11 k 3 "C 11 i:) OPERATING TEMPERATURE-400C to 500C(-4(rFto+12200 Optical System C3 C3- 13 *fj. fJ , . * 1% �fj. 1\ k 173. r� 0- , A,fJ- 1\ � ri I fj C3. C3 k 13. (73 I J. 0 I Ci- fj fi- ci C3- fj �Coi. -High-performance Chip On Boa,d(0051 LEDs behind clear tempered , Q3 'f fJ ,C C3. 1 k ,� - I Q3. fJ ,C � ELECTRICAL-Universal voltage power supply,120-277'VAC,50M HZ input.Drivers 4 � J. J. i) A\ kC . .,I), I J. . � Q3 'fj. fJ ,c k J. ? ,C 11 J. N � . � J. C . glass for maximum light output. Aft, . -k , ,C fJ I . E] ?,i- 9 -fJ. 5 '0. .,\ �,3. 13 ,C3. 0 (3 fj C3 C3 C3 k 3 feature tvio-stage surge protection(including separate surge protection built into o 30OCK 14000K I 5000K color temperatures. � C3- 173 IC3. 6 � . I J. ,\ I � 13 'fJ. fj- 0 �Cj. 0 'c ci- 173 kci. ci ,c electronic driver)meets IEE C62.412-42002,Scenario 1,Location Category C� . k � 13 kcj. � k J. J. -Minimum CRI of 71. X0,0A mus,�9 seledled C3 i3. C3 , C3 I C3. " 'c 173 13 f , I lerij I 'C3. fJ tandard color is white and is finished with LSIls Du 'rIpP p0yestsr powder coat. iom-lit C-mf ,I). J. ,3 �c I kfj- r, "I ,\ k, kci- C3 "). ,J � (73- QJ , 3 C3- (73 , FINISH-S raG -Zero uplight. 3 C3 , . . k II ,3 , - ?, "I �) ,c J. A , . 9 k,\. 1 k '. 13 11 C3. fJ ,C3. 13 , . �Ci- fj , 13. ri , k 3. 'I \ 173 ?� C3. b *.\. ,� � b Q3. ?, k 0. C3 k J. Z. � process.DuraGrip withstands,extreme weather changes without cracking or peeling. Dimensions 13. C3 k . 1 II C3 "C3. k �13. . , Q3. fJ kc i) kc - k i)-_I00 C3 % k . C3 3 J. C fil C3 Electrical 173- IIIII, k 0- ro k 0. ? k ,\ � . ', f 1). fJ ,13. 3 INSTALLATION-One person Instillation.No odditlanal sealant required.Installs in a 12"'or #Figti-perfooqsnce d,iver features cvcr-vo!1-,4-',under voltzge,sh crt- C�j . k � . * II ,� ki)- ,\ kcj. ,� � .'\- 5 'A\. * fj- � � k 0 * � fi- 13. As of a 4"hole,sl minliting installation and water fi- ro 'Cj. ,� ,c C3. 9 �c ,� b 1)- C3 A, ci- C3 k Q3 'fJ. 13 ,0 16"deck pan.Deck penetration consis circuit and over t�-,mper,,A�,,re prc,,,�cti�ri, F___- . k � , ci- I �) 13. C3 k 0 �) k `13 sealingi.Unit Is designed to quickly retrofit into existing Scottsdale(4")hole as well as -0-10 volt dimming(I V'.-100%)standard. I; k k � � . 173 k is for Encore and Encore Top A", ss and to reconnect wiring for 1119 SCIECTA g I, k J. ? J. ,\. . "\ ,tc *13. 173- ci- C3 � '�_ r 3 ,c Q3. fJ k . C , 3. C3- 0 J. C 0- C3 3 ,c . ro k bc ir . J 'r k lo. .openim, -Star:rlard U,iiversatVoltag,(120-277Vicl 1nr,LIt50/60 HZ I J. ,4 . "'. I6 kfj- ,� 'Ci- ,\ ,CJ ,,, fj- () -CJ. 9, ,c 0 J. 13 ,c . � % ,7 �)- II73 ' I - b, I J. ", J. C ,c b �. to k . - '13. � C3- ri J � �)- _ ,if V ed Ljfp�>100k Hours ,c 13. lo ,, b k C3- 0 kci � � am available for existing Encores -L7'Calculat J). 1) kc J k . J. . . � C3 'T ­ � J. k C A\. � kC kfJ. & , . 9 k ,� C3- 13 �13. fJ , . C3. C3 k I I -1crtio , C 3 , J. ?, kc k without lix.ling to relocate tie condut R,.ro panels ic . 0 ?, 13 b ,C3 �) �J 10 II (73- _*d and 2x2 installations(see separate spec t;!�P�mrn'c(tidq rr<Ki, , ,�). 11 * J. . ,j). i) (see back page)as well as kits for reces, I * 173 k f sheets).Support brackets are provided standard,to prevent sagging of deck *pcv:e,�-f%la':>�L,: , . 1 '4 k13. ,� , ro C3. 1 'fJ. � .*\ 0- C3 � fJ � C3. i) 'C3. r � I) � . I (0, 1)- i3 �cj I � k 3 -Inpul polI sla, (D ", " ")- C3 J. '(3. ci 'Ci- "\ " C3. ? i) 3 fJ C3. L� 173. 3 a C3- ;s co4istant ever fit,-,. � 173. C3 kc II) I � N , C3. .\ _C3. 13 173 kc - '3 k I , k Q3, (O �cj. � * 13. CJ 3 )�p SHIPPING WEIGHT-27 pounds(single pack),48 pounds(double pack). #Driver Off-State Povier is 0 vva�ts. I � f . A I i). �) 1\. ? � I � k � QJ. 1) �J). 173 k ci- J, . -, ,Q 3 \ 0 2) 0. � , 173 ,i). Q3. �) � k ? kc * , C3 I I �� III . , J. ,� 1 13. k i). fJ ,C 173 'fj. ZI) EXPECTED LIFE-Minimum 60,000 to 100,003 hours depending upon the ambient to thel"using to maximize beat dissipation and promote long life. 13 'C3. C3 ,c � . 13. ,� ,fj I -fJ. cE) Ci. ,\ , J. C C3 I � kci- C3 'Iri- I, -Chip On Board(COB)LEDs wilh integrated circuit board mounted directly 11 . C3- 1) temperature of the Installation location.See LSI web site for specific guidance. I 11� i3 Ci- & "I- �)- . (0 k,\ . I 3 �J). (73 � . At M -COMPIDnerItS WE fII encased in potting material for moisture I .. 11 ', J. kc k . . fi 1) Q3. C3 k C3. fJ - * ,0. b, , 173 tl �c (0- "\. k 1\ 173 . �Cj. fJ(:: "3. . Ive,COM � � I 3 ,� , 1\- ,� -Cj. 6, . 3 5 �I) b 'fJ 13 11 C3- k C3- 0 IC3. k�). C3 k (3 �ci QJ fj-z C3 I WARRANTY-briliftect 5-year warranty. resistance.Dri plies with FCC Standards.Driver and key electronic �_= k k . 6, ,\. � . . )r fj k . k 13. f . I Consult Factory components can easily be accessed. .50 1) C3. �) k 1 173. 13 k b k N- 13 C3 1)* QJ 'fJ 11 3 LISTING-UL and ETL listed to UL 1598,UL 8750 and other U.S.and Intern Ational safety � C3- oi -CJ, C3 , A, . N. (� � 173. �) A, �- � k 03- 0 � * i) . Ci C3 C3. 13 " . r lo. �A\. C3 QJ -fj. k class 1,Division 2-Available.on LW and SS -Minimum 2.5kV surge rating 4.00 fJ 6 A\, 46 � C3- N 'fi. �) ,c '5 � Ar �) 13. ,� ,13. 173- 173 ',i). . �) 'Cj. standards.Suitable for wet locations, k 0 V a,13 N A,13. C3 ",\. . N �1\. ro �c J. b k A\. A\ k . 1�. J. N k C3 � QJ *fj. q, -The surface PHIDTIDMETRICS-Please\I our web site at wivviAst-Industries.com for detailed Controls 6.00 ! I k 15 k . I k r4 I C3 � kfj. C3 k . 11 Col. C3 �0 T5 Temperature Classification ,3- C3 'Ci- � (� '13. ,� , . J. I ,c I kc 0- 0 C3. fJ "C 173- C3 - ,� (3 - 1 13 k 2) J. � , C3 QJ. fJ , J. �) . photometric data. *Optional 120V electronic button Photecontol. Q3. CJ �C3. 1 C3- ,� kcj. ,\ , �- � . "I �& 11 N k . ,c �. ik ,I.0 . & k,\. � 3. r 0 temperature of this product will not rise above . II 13 kci- & ,Cj. .,\ � . f 13 3 , C3 -Acptlures�fortleld orfactory Installed photoconlroL li, 1701 - N � . 11 . N �. 1 kc 0 11 fj- C3 3 I Q3. CJ kc J - - - - ci - k QJ. N � 1� e I�ISN I fJ. J. I 00 C.,within a 40'C ambient. I - - - 1, 13. 10 113. , b (73- ci 11 'fJ. I ro � C3 r-I li� 11 . * () C3. 12l Ic I) *C3- C3 'Ci- ,\ ,CJ, ,� ,C C3. b C3. N , 9 . , J. At � , 1� C3- () i3. Q3 'a -Group A:Acetylene i Group �) 3. , , () , b. � k b, ', 0- D, C�j B:Hydrogen If Group C:Propane and Ethylene/ plemil Consult factiorylo'r yrnirspecific requlminerts. ,c , , ', . lE) ��). (D VN , - �, I � . � k , . I . I J. C3. b C (0 . 0 N QJ. C3 , AIIIII. I Gas Groups A,B,C,and D This product,or selected versions olthIs prorluct,meet the shcridark Wed heltw� 11 ,)- (� 'fi- N kc, ,� '0. J. k C3 J. �S� Q 1't��:_ I . t,,��: k . Ci- C3 Group D:Benzene,Butane,Methane&Propane. � & C3. �?,. 6, �& 9-) `2) kcj. kA\. - C3- 0 - ,� , k 0. ,� ,"\ I & �&. U. C3 � . . ffjo C col- C3 03 -, I . '4 ,b * N I k 173 k C3 ci I . I . 173 �fi.'P k v () -13. � ,C, ,\ '13. C3- '3 ko. ?I. I � � C3- 13 . J ,C R,�� 1,65 11 . '� *b, ,C3- . k J ,,HS Q. IP67 c@vs �,,­ji,ki P__�* We III C3 kc C � � '&.00, (� "�. k 1)- V � I col- (CA) . I - *f viIIA Iwation UH � J. 3 , �c 0- � ,A,- ?, �&. 9, . fj k 173. 1� "C3. I N �) Q3 J. I)C:) k,3. 0 1 f . J. i)- �) k,4\. fJ ,�' . (73- C3. ,\ " C3- III k . 3 � r k . r 173- C3 � 0 kc C3 0- 173 1 C3. N k 13. 'I 4 . . 6, ,6,. ,3 ,N. k , , A\ 11 C3 J. 0);p U It 1 '13. � , '\- ro kiI , 0- Il. N ki)- N 13 �C3- fj �C3. , fj . 16 I � e �� _____ � - C "Q � k . Ql 'fJ , 113. I I-,-----------_ 110N fJ J 3- CJ �Cj. A\ * III . 173 I JUH,-! . b e� � \C3 1\ - - - - - 070112 A\ kC C - r� "b,. �) . . ,fJ. A\ k . C3 �0. 173 "I Project Nanna f FlxlureT)fpe . 173 *fj. i) '13, , II N 11 . 3. ,� kr ),cE) � 0 ?, ,j) N �C3. ,4\ �� i \- 11 . 'I), N. C3 3 C3. "Ci- ,III, % I�). 1� kcj. 4\ �c 13. C3 �Cj. 173 ci- fj 02017 i) 13 � * . 11 . 0 N ,�). A\ kN. 9 1, . k J. C 11 � " cahlog 0 1 LEI INDUSTRIES INC, . (3. 173 Ici. ri kc k 9 *�)- 1� -7 1 A\ 3 ,�). C I J. ,\ k QJ. r4 k . I -N. N "\. Q3. 7, 'rc ) . f "C 11 fJ. - J. ? 173- '4 'fj. ? "O. 3 k,3. 1� - W"!Tance Pa,arxinn7L cw_-214;-�,.(w%�,�?�l-itl�o.,i,lle�,,-��,iI�(��I:t;l 37'2�­:l-�,-:_�u lr,�,­,Tl�!ln�-,N!P:W�ls I�,-I"'e­1 12�13!19 . ci I � ,5 k , *I). 9 �c , � , . LS4 Iniz,z*li4l,�7 Ir"."), - 'C3. . N 0. 5 �r k 'f ,J. J. ,� ,c ')- 3 J. l) , I ,\4- E) (D ,E). III 'N. r4 , 0- 13 -13. J. ,C fJ I fJ. * * 13 . 6 k , ,b ,\ ,c J. 1) ,173- 13 _C3. Ar k C3- C3 � . �0. fj. 1� kc 0 N. 0 fj k � 11 ?, J. �) ,c ,i). , J. � f3 C3- 173 3. 46 11 13. b i '? f & 5 - __I ci . () � '. 1 J. b C3- '� 'fJ. ,� , � �� I � \ . A\ k ?,. �) I I bl. I 173. 4 , . .�- k 3 �f I k 1�. 0 � 1 . tit At 13. �J . C , . ?I J. 13 *()\ � C3. 1� i)- 13 k fi. I � O. 61 � 13 b I,:!ffl ,,\. - I ci- 0 .1). 6 i) . 'A , C3. ?, ,C 1�- N A\. A\ k . 173 '13 fJ ,C . ', . , �\ � J. I6 ,� kII b, ,i). r ,"\. . iI2) � I fi k C3- fj 'Iri. - , \ 13 f . I (0, *,�. . 4 , . i)6, 13. E) -fi. � 1 13. 1 3 0 . J C3 III, . ?, *fj. A\. C3 6 C3 � 0 ,I) ,c k P-As Outdoor C3 0 'f () 'Ci- �) 'C3. 4, kci- N J. II 173. () ,c J. '13. � I— ____________________------------­­'.. ­____ -____­-__­­­­� GNlLED13YSAC11B 1 Q3 'Cj. QJ '(), J. 0 k \ 1 C3. ? I b i3. 12) � � C3- C3 _C3. 6 'II I3 fJ Ir "f3. I "'I �) , �C k 173 `73 13 ­­­.-­­_­._­.­,­­- ­ �........-1- ­­­­......._­­ " , . I . 11 11 � I I I .1 QJ ,,c kQ 3 1Z. 0- At 13. fJ ko proioc!- ! ­­ -11-11 � 1 3. i) �c I, . . & 3- I 'A\. A\ ,A\. ,\ ", , I ---.---- ______________ - ___ i I I \1 11 kf N �Q3. � "j). . ir ci- 13 'C3. I : - kc C3. C3 _/� . "- " 3- ?- 'A\. A\ ,C 13 ci. I - - 3 J. i) , C3 . C k C3- 3 kc , I J. 1) 0- \ r4 I ,\ J. E) , . Date: I Project: Type: 13 1 13. C3 QJ. () , J. b ,f 11)6, k 3. J. it C ,C3. fJ . I i -_ ­_ ---------I � fJ. �) �c C3 0. (3 13. i7j , QJ. 2) �c Cj. A\ �C . I - ,..-,.,.---,-,--,------,�----,�,--.-,----,-----�-------______--------�...................._..........._______L_____/ I r, ', (73 I \ � . � *A\. 46 kc I J. 3 i) \�------------,-.-.,.,-------.�-�-�----------,--,--------------,,�-----.----------.-�----,----� . , F" . � ?_ J. 173. ,,� J. ? �) I I 1�I .1 L_______ ,--,-,-' 1____,__ C QJ- '3 -(3. j) ",\. �) kc ,�. 13 C)- i) QJ. fJ ki). �r I I I I . I 0, �3 k �c J. � � . � � .1 11 1. � � I . I 'O. 0 i3. b ,C3. 9 , N . \.) �,zy�,,�'�:�%";:�)-,,,,,�-�ji,`,,,, kQIl _�. 1 (3 � ,3, () ,fj- C3 ". V,\ , �C - `5 k C3- 173 � 3 11 `IIII,� 1 3. (0 13 . - MRM fj- N k 173 - k J. C3 I If, � ­ ­,­;""', , Mirada Medium I . 0. b, '� kcj. A- � % lo. C3 ,I, I,I -r,,, , 1)- 1) Ici- ci Ici. 1) , \ 11\ � � J. N- 6 ,� fj- � '! .1 ,� -,�- 13. C3 -1). C3 , 1 Atc 1 13 *rJ. C3 ,C , ii� II"t, , J. ,-�,�,,�"�I` I, , - A, III ,� ,c IIIIII,. 5 ,C 0- C3- C3 , �­,� Y � , � I Prepared By: Date, . l) ,c k 0. III . _� , ,�, I �1-1 �! � ��eil I­­­__ � ­_ � J. , , (� kc J. 11 �,). k 03, fJ ,c C ,� 3 J. k C ,I,Jf ei,ii�,,� � 1:) .\ . & El 3 'I). J. 3 " :,-":, ", Outdoor LED Area Light I , I r 0 13. fJ k I . 6, � b _��,� I"I .,�� � I � �j 1--_,_,_,______,_J __ I . , , . � ci- 9 'I). 5 � \11; "' , ,�tt, "I'll'',T: . C 1 *f 0- �0. fJ " "-' Tw""""""""77,11-77, 7 I C3. i) k . fJ 0 13 3 ,fJ. 0 � C3- N Ici. 6 "\. � J. ,b "J. �- Q3. fJ , � ,II 1 �A 1. .t7, 75,111, ll ! � , i fj 173 � !1t, I,I,,,- ' ,�.;�,-4�,i,��,!;!��,�.,,���,4��,;!"",.�"I 1.�' , , _ - nk;��,A 13. 15 N. i C3 ,� �4" -r � & ,\. C3 , ..... ' �11 I:`��, ': .1 I . ,11 � � 'IV I� " ,�,r,___j',�' Z�;'%­�,:"_,�I , �P�,, �i� '', , ,,,: � k C V�r t, I I", __�­,!" Ii , ,�,f � 11 1,� . , 1. ,, " , , � � Ir.- ­ col 13 *(J k 3 C3 � ,­,-,.... :�� , . , .� ', ,�C ,I, - I - I I - - , --- ,.%;#I�z"4�yft_'�,i"",",",$k,j�:'�i:!t,-�I�rl�,,,,I � -'J. I� "I." I � I 11 k,l"��.�,�,,,,�,;t,i"��,,�,',,,,��,,'��i�����,,',,��,,,�',�,,-,, ,z�,�71 -,!4, -1 I I I'll, ... ....N-..� I - 1, I . I 1 C3 13. fj , 173- ,� ,C3. k . -,n'-, I I " ,;t, ';� :1"-I-�i,',XZ�_,,�;'� - vtl��, � ""��:���,,��:�i�,::�,�,,,��!!,� I I " k . 'fj. � 'I). 11-it'I.11:� I rv,t,,, lit -­ , I ,, , , 1 � 'Q . - III � b ,,V�,,�X,01 A00" -1, , , ---l",11, 1,4,"I,i I,,",��,L��,'�',�, , , '� 3 1 'A\ k I ,t - :z4 ­;,; I CJ- 0. �\ Q3 'fj. fJ ,c - ,­ I I,,,,,,,� - -�AQ.",=� "", ,�',��,', , " �,J I . C3- J. � , ,,, ", _ , k � ,%&1_',1U � , .,�, �,�� " ,, I I" ,� I �� , : , � I ., ,,,�� ___', ""m'- , I I' , " 4 �,­ --1 zff_ ,4,�,-­W, 'T - W,.­'Iii�', ,1 � � , i ,t" !�t%1 I . 13 - 0. , ,�_ , fJ- ,\ , fj- () kci. I k , ,�_z ,�;4"i�il�i,�,,-,"";:,,�',IN34"iti,t,,-�,, �.��4N I 'W"'..""'Itr": �14,�, �-,­'_ �'!�_-' , ""'"AX,111,11-tWt . k ", � I'll -\:, , I!I �I ," I I, A K i z C3 C3- C3 ,C3. C3 , "\. '� kcj. * 11 10- 61 1,1'. lb . fi- 11\ J 173- C3 �Cj. � -'!,",:,!!,!.�,., 11 � ,��"­­ " ­ill'��,%`,`FP�J�, '' ,­­,�,­ � �,��-,,'!�,�,,""v V 11 ,',,,,,� n, . . '\ 'fj 10 �. A\ C3 � -C3 9 1 k I I _:_ii",�,:,A V'1_101i , ,��, ,, col- i) C3 13 'fj. fJ , ,i!`;VT\ 1, _ ,4.!,�� ,�t", "W .11� , � , ` - � " ,I", - It, oh `��,\�­­­ 1- - ,,, , �_ ",16 ",4�I­��, , , I .1-1.11111 ., ( ' ' � , I �o,,t,,�!�;� ",.,j 1. .c �-1- 1.11 , I 11 R ! � I I " , �­�,' Ii�,;u....... , ! , X,�, , * ;lIo Z 4 i I I..... 1��i_,:1'.'117.`I',­.. �"r­,;�.­.I,, ".�_,�_�, -Z I '� 13. & kc �,,�,,�,:�`,,��,l I �",,,�,��i,,,,,�,,�,,-�,,,':�n", , � 1 4 � � i I - 11� �j:`]:'�',T "� � , '' 11111��,­ WA , ,,rg", t��,*"*""lmx 4 1b- ,,� , , ,� "':I� �`N , MVII�'�17�i�k'4� I,41 I : 173 ,C3. CJ ,i). fi. ?I � . 1 � � ,. ,,, � , 4: ,,�,_,,':"� ,71�'.4',�L:_ Driver Info LED Info I- , - . , III) k - T, "�,I I ..- -�,-:;; I ',�,,11 - ­­�,M �'!,'�!& ,---t, , , � . : i Color Temp 3000K CAII M) -I, �13. k C3. ? ,c � , '�.� A , i�. ..... .X0,I g zl�k I . . k ,j�'i'iI�,,, �­ - ,� , �1�1'1_1,111 " ,.,�, 11 11 " I,, , I I �I�� ��i-,`�,!:��,��','i,,','4�� ,,�,�`,�� -'�',,, l", "xvilee,,vl��­ ,����,�i'l���,,�,'r�'�,""-,�,�41;r - 'n"111 Q3 kcj. it �- 9 , , � , - v, -, . -1 I�`­­ _Oilb ,�,",�� - "'tM Nv , 13&26 VIII Ant,I;-d Cane SilaI LED G00I 1-UrrinLiire de-,41 i to ffktCh tile 206V 02A Color Accuracy 87 CRI � ,3 F ,`,�, , "* 'N�-.,fv,!Y��,,�,,'5,'\­'� "",I� , , -"',___ ,,t 'I I I ! . U- k I C3- r5 ,r,,. � - J. X 11 11 I I I ,111:,��Ilz;�4�1,�!,�,,,f- ,�� , ,�,I, _ ,fq­�ItiI­I 1:� I , ""- tz, '_ 1-11 I— I -1 � : 120V II ,, �', � �' , I tj 'IIIIII,. ,\ k � , _,,� "_k�i, t� ,,,, , .1, , � 4 , , 11 I ­X�,�,�,,�-?��,`,��, �� "� , , �!�11'7 � - I 11 I k QJ- ,� 13, � k I 1.4�i'",,k', �1�1--­'-'��,_- I" �11 il", iI I NqAm -on watts 13W � Q3. ?, -i). � J. b, Ir 13. fJ "C3. C 13. 173 - - - , e� ��(*1't;;��T!t", �) �",!:`,�::,*"'I �`�I J .,_w � 1, iUQi`;1 4 � CJ. A\ -C 'I N '�'�``��:'I�-Yi'A' "M - I, ��i�z",:�,,46,4,,�,�� � Z:?�;4�4�,�-� "r,!,f' �,!.!Z' -"i", - "", M" , " , 441 KOAM�- :,, i �rype C stant Cufferit � , kc , � , " ," , ,� ,?4,*�'k' � , 173- A\ J. . N 3 . k 0- ,�% , I _," I ,". " , XiA i r- �) ri k ?I C3- 13 '13. C3 kJ3. 13 173- C3 �, :�,`.','�,,ii ''!�+�I I",1-I�i� i� ,:',��,i�11, -� ,�,,, �"\.�;�,,,, ,;;�i,, �10�#I 1 .4i,!i ", . Q3. .1\ *J) , " , , , 2,,t 1, ,!*I , ,�, � .. il , g , ,�� ,AZI, � Ci 1�3 CJ- J. 9 . '( I , ,,, �,_:� ___ 'A,"4- ,-,;,-, -11�,`,"I��,,`�,�,,-`" ZN1,1,:..1I...... , - " � 1'1�t�jj�_',�� J "\. lo ,t , ,f b 3. ,% I 'R , " - , _,,��,,�, 173. . C , IN7,N ':,"I���:4` , ,"� _-_'W, �_=-I .111 , fJ C3, A\ *C 13 173 . 3 ,c C3. (\ , �',�,�1� ,", - ::� 1, it, -cme, C3 3 � ­ � '101- ��Ic,il,m� . I I J. "��"",��,�.�,,�t-��',,<,I."nll� , � ;14 zl� FICIQ I k " - - ��'� 0"-y" ZO��,;,*,*'N:,-"�� -, 'W,tttt�Iitt i 24DV 0.3A L70 Lffespan 100,000 13 k P�,,,,��"!��,, ;JI g 4 s" -1 _-1-111- , Xz&��',,k-,Ii,�Wl it 111_i,�� , , , I "Al � 1 ,V,�T,4,1 I" '� ; k" , M - : CCile Shade Wth 24-Goo,se Arm I_3t4e 1- - ;,w-,:__"',"", - - DR51111- W-1 I - �t fi fi ft �:,I,N;�4� . , - �Z_­-jtll A"I 3''.I� 'it 'r I., N 'fl,�WT ��)§-N,! ; 277\1 IDA9,A Lurnens 344 l. � I)- I "I "" " � _ , - ­'­ ,­­­ , , ,, P!�r 1-1 1�I P,� _ ,� , _ 7 __ __.. ��Z­%i��,�,�,�i­�', ­ ,�,,­,­­" - I � ,,, ,v __ 1,,&,+,`-,�­......1, tt-x 7t` ,, ,,,,,, _:11�­:; 00, _ 1111- "I 111'�, '11 , -,,,,�:��Ni,r:i�,�t��,,�":,.��% I,,,, I, " ,I. � 1, , 00",_� ""�"O-�,`_,-`111 '5'p"' , .411 """01, I Q3. fJ k � ?, �fj fi. N ', � '�'�I _�'� I 'i ,:� ,, ��­-­�,i-,�,g 'ar-th4eMfrP Of Man StTeP_t$,`01eTr0nN aM bErlding perftnII LED Gooseneck ' " 5�:4,"I�f"15"'T" 'N,,�li;,­I,, ��P,,,�'�,,�'��r,iA�,��.-",�,,,I ­ I k J. C �j��',!�:�'­�,,,,4 1 1111w� . � ,c 3 �C , N �r�� ,_ , �" J. ,� , E) �) ,c J. () ,f , N ,,,z , I. �,,� " .I; I!, 13� b, 11 A\. 9J ,c J. ,\ -CJ. C3 , C3 17\ '!��,'!,"�,�'��.i����'�i,,��,,'�,!"��, - oi,i "",�ti�- -` � ", ,,, ;i - J. ,� , --1-v 'it, ,,, ,.., ", ,t�',4�; g J. 1 13. , . �) k C3. ,\ 'Cj. ,\ , . ;�_,ii,,,, ,It, t, , , , . I 4 t. 0 1). N * fJ . . i) ,.\ "� ... ,;,. ��xj*-W-I,-��_,�� ',i,�� it�,�'�_`�',` ',O`.`,��!�,`i,�-t, ", 0 � , , � t"I", � � - tl-,,,,,, 'I -- Cc�nr:f1"Ic" v,!e,y_­I I I("ft�s k 13 kc ;'I'tD �" i"01" ,,, _ 3. I Ici- K IC3. 0 C3. , " fol- '4 'C3. * . J. A � � � _1� " ,�iml, l, C It - 173. 16 , 13. � CJ ( !N,� �;lj,-��1,'- ,";,","'��,- ;,4�""�4��,�-$L---,��,,�-�-��,,-�'- M11,11'. "I !?,A ,,7 �,��"'� 11 - 17-,-'.d Wats 15-61.1j Efficacv 22�I LPVV � � C3. 1 � ­ �� "Z ',�-":��,.:�,, ��, I Ill �,IT---, ,��7 ;,�54'� I ', ��,�,��\11",�',�1,1�"",i,Wi",�",-:�;z��",:��,:��,�;z _ �gg ) C3- X 2), Col. 1 \ I ,�, ,�f­­.,IIZ,, " , "'� t" 0,,0�4, .,;, 'itZ,,1'r," � �,_� ,�,�1��2 tt� " � 1.11-H-1 11 , Elf,aency 83% 13. 9 , ", 1, � �,,,,,;�,'��i" , , � . ,�� '�= ,�,,��,',F,-�-,�4-, 14, 9 I i�1�I ,�,­i,I-1- . _, - 90l'.,,,,,4,iIt,04,f�- - - -, "01, "'� - C3. (3 -CJ. 1) 'I). �e'l­,,,,i!-.:��,,� �,� . 6 C3- N W'M­,­I�,�" ,�,� � , , , 10 'fJ. ,�_,I 1'--i1,_ O'�!�,,�Ilzj , k, , "' I " 1,"! ­ J ", , I A" " k4lex­,-�5 ,m, " , 11 -­�"�`A`,�,,� _',��,­q, I , , ` � MX�11`1­11i�,I - It � . 11\ I k e4 k , _'�', ",'... It, , .�" I'- R­"�1.1­, 0. fJ kcj. , ",;,��,","",-,',��­ 71 -�,_� :,, i � , I , .1 i.� _*.-,-I-, K"I" 0.I.,- i,,,I,;,-r�,it, , It—� , "�,,, ­� R111. - � ­- m, fi. , , 'A' �, I _,� � C3- 1\ k , . 1\ I , ,,, , .,",�,,,�,;,,,",,,,,�., ��,t ','�,�,�',,_;:"Y�,�';[R=�lx i,i,24 ,-,­.­,­����'%�,,�V��, �, `�NH,,�O_,i,�,%il lI ��-;k,VS, �) . f .­�k 111 , �;-" , 1, ­ `,��'�` I -fJ. CJ , 'fj. ,\ I J. 3 13. �, -i, c ,�� . , I �1�,A ��, 'N,!�,tiv , is �i!"1, I ��O�I �N I I, I . st P* 0�7_';ixv"1�174'1.,%-�k'�, ,��, f C ,%t� ,,� , 3 , I � - - �'4�: � I It , ','j!,'4�,�';�A:�, ­� , %_� A- vt � -, � "C3- "\ -C3. ,� � 11" t!"'', �,��w ,ti,;:453,il`4��1'11` )- 13 , � , ,!,�Iig "iy ,� 11 'fol- 1) 'Il). l) \ 0. - ,�."".":",;�,3t,6�,4�,,.�]�i,,,�-�, , "' 11:i� , ,i :!�,�," -I _ , - �� �:, ,,'.�1,��4 11 71_'\,Z,� ,,, , , � .1 " I, 1, " 'm M , , � �� ,,, - Q3- Q3 k,3. I3 ,c , III "j). - 01 ,,, � J. _ , , ,2t, , , "",�!� I I , � , ,I,�, � , C3 - -j). C3 4 0.W. . ', \ I I QJ . ?, C3. . � (3 fJ ,_ "I'll'' I I "I' ll I ' ll . ''I I'll I "I'll, 1 13. k C3. 13 '13. C3 13 'fj. � , I � (73- fJ At N ,j). 13 'fj. fJ k C3- 13. r\ 13 . � 1) itfj. C3 ,C . � "Pi 1)- C3 IC3. 13 3. �) 11 C3- II k(73- 0 173- k , k 13. C3 _C3. 1\ 4I AR] C3. �) k . fi 'I). '\ �fi. , SITE LISHTINS FLAN * 0 Bluetooth' IP66 k . k 13 f 173 C3. l) , L us J. , 113. R A C@ 173. 0 C3. C3 k Features & Specifications ,.. f,ftc.1A �_(�:) WIRELESS USTEO 13. C3 "j). 13 �c C3 k 13. Dimmable G.."lut, 1, ,,, V, _-1 11. k J. rJ � . k Scale: 1"=20' . k ci C3. fJ 'c N , k . 0 I J. , Optical System "r�, I � ,iiI5 _� 13 ci 0 173 13 0 -State-of-the-Aft one piere sillecre optic sheet deWers industry leading - " , 1 13. C3 _C3. k * ,7L V-�, , , *�10& C3 C3- I ,optical control with an integrated gasW to provicie IP66 mled Sealed optical I �- R,,,_�ms ;P - , . 1)- 13 k13- 6 ".\ O' 1 Or 20' 40' 7 1 , �"_'7t�� M n M , �,;, , ,� -,,, � .44- _atI, `12P��, 11 ` ,,-I�, ,­,��,, lx;�`��, * '' ` `7 ,V 1_�4` 11 ,II 4 �-,�-',',�,;�,,,�',,�� W'I - i r .� 3 J, ".. 14 T-F�,'A 4��"�"­�"l ,-,,"371 .Z _ll, - � - �11 C3 -- 1777= � III .a�:, ,:�" C3- ri kcj. * � _ � chamber in I component. ,,, _�.,__ QJ. fJ �i;,__ . C ,_ � Z �'_­" " , , , -�, I CJ 3 ­� II,, ,­_­', I ."­­,-�11 I­­­,� �, �,�;, 'k-Ok, ""Itt""',�.-I no-, ,rage and - -�,,, .1 CWTWERCIAL LED BOLLARD (01117) I tional Cove I fJ kc W E � -Prclprlptarysil, ie refractor optics provide except P-�Z ,*­ ","O -11 - QJ. J. _, I ­ ,�,` ., " " ,, ­ ' ' ' - 11_1��_: � lil,, ,�'" 1:� r� 'and II Product Dimensions " I I'', I"i,_,__ , ,,,. ,i- I . � unifo mity in IES Types 2,3.6W,FT ,,,,i�`_'__A'�,*­�­ - "1, "I ,� C3 Q3 *fJ. fJ 51 30' � 4i,,tP,­,,U ­%�:"� k 1� ­ " i , 11 � � C3 I *Silicone optical material does not yellow or crack with age and provid3s a I ,� I ",,�o:14"��""P, ��";' ()- 13-1fr � 1: ,A, "," :1 C3- ri 'C3. (N ., -0- � I, '', �: ,I;,�;":,.,�,',-,'4�,, ,$�, . . I 11 I , I 1, typical light transmittance of 931%. P42rnm) ' ' �, 11 I 11,- ­­��14,­� I"', I BAR SCALE . I 11 9 ­' j, ,:z,. �:, '.�-,,,`�',,�I"s",P,-,i:4."',���f, I)- 13 _C3. (\ , �z I .. I , - , " -Zero upligM. ! , I 1 , � 1, I 11'1��i '�,I" ''� I I I'll I ,. �­ I " I ��,� ,'­';"� ,�,,,, I , 11. "Ill; , e.77 I � I I IlI,1� ',I, ,� I�,- I I 11 I C,alculat8on Summary 1.2'(3 mm) , _(19mrr) 11 I " 1'� "I k k RECEIVED 111� "I !­­ , ,�, 'I'i:,��,1� I 1)- I abP-1 CalrT 1.1nots -Avo Max M8n F_ __ terisityl 1;�Izp N,�,',,,`z�� ,",111, 0- l) , , �1 I I ­I I , I -Available in 5000K,4000K,30DIX,and 2700K color temperatures pe;AINSI 7.6' , i,� 11 I t, I I ,� I'll 1378.377�Also Available in Phosphor Converted Amber%ft 1�I ­ I I . I Avci/Min - Max/Mb I I �,1�,,I,`,,'�"", '1I -1-he CBR7 LED Coryimercial BoILqrd is or) c�ixcellen+ _V r)P, I Im I"') 2X(61 1 il_�"�,z� , :­_� 1" �� , . k 11 I I , at 610,lm� Peak in In I I z, V`;�­ 1-1,T".,`� ,­�,"z-t,�""':.", 13 i)- ALL CALC POINTS I . -9'- 5.7 JUL 0 1 .T� r �)A rr_."_"` "­ I -. .....................7 .1.,,.,I � 11...I " *1 , _,z,"",� b.� 0.0 N.A.- N.A. , 1,"I , `_'! 'J'�`,�',­, ��,',,'z,�i�-_ 11 I ­. ,t,�, i�,�'6,,­­­&Il -111 : "I�'4 t�l �Zl c1hoice for retrofit, as well as new construction I Illumananinp Er -Minimum CRI of 70. 1111,�il� , 11� 11�'­ I,t,� �, � .1i 0 �, `,',,�,� 5�11 5.7 2.1 1.99 2.71 '1-11 I V,, , I,,,,� - 4izi�`�j i-z'! - 4.17 1 'Ilk,­ 111 , I,,,�"'I",,, ��,�:�j,�.V, I , �,,, ­I , CANOPY ,ht control wit'lout 11 I Illumbnamp Fc 4 .11 I ;,,31: , applIcations, It is designed with a standard selection -Integral Louver(IL)option available for improved back4ir I. ,i�";_� �,�:`4:� "Sou old I-own I" ''I �;, "', �%,',tz�,,,,, � _ ""' , ,q " ,,k& "'It: 11;!�,,,­,�!'': ,,R,�,;;,-'_'!�,i' Sacrificing street side performance,Sep page 5 for more details, ,i�_,�il"%':, , I,, "I 'll", I AT INSIDE OF CURB , . 0.63 , __ 'i,1-111 ,q�,, 2.9 � ,�k��, ,:1-1, "" " , , of distrlb�jtions &color temperaWres to meet most 0.0 N.A. N.A. 31,31 1, � �­` I I, 'i,,",",', , 4, !;:,j:"f � Illumonance F In- I Planning Board .".,--A�� ��I,it ,!:" "'I'll, (795mm) 1 ,_"1, �k'11;11'1111�1'1,'!z� -_ " "�,�,"!J, I""," :k'�,:i-"""i��I -cial requirements, It is ideal for retail, parks, , "i �"*�'. �-� "I;�,', "_!" I �, commet Electrical , , _ 'f'- , I I ,, i I k- r _,k, , �,,�,,,,:,;,, 4'!" i"I �'_ 1, ,�, I '-,11 ,,,, �'� ,-:' , ;1, i"t", ,�,�,,� ztt,�IiI�,, -ral lighting Luminaire Scheduld _�,�� :��I" ";;i� schools, office builzlings and more gene � I`5 W4 M, "'W", - . . -High-performance driver features over-w,itage,under-veftale,short-circuit --r�­­_­�1 I 4i,,' ' "z", 1�;_t �,." �" k"11"I'm, Lunn.Watts LLD LLF LUMENS/FIXBUG RATING Mount - I g - -, ,:11`11 lions. _: I -qhtn Manufacturer Model toon - TEMP DIST COLOR - �ei�ht LUMENS � - , 11 � ,.1 ","�i 1,11 1 1 1 0,1z ty and over temperature protection. - ��,_�, �Ii 1E�tI ,L,,,,� � applicai. =Q --vi=7 ',11 , KIN� i I 11 - -0-10Vdimming(10"I-1001S)staridard. ,:._�_,_.,_� , �-",�: ��, I�il 1�',,"� '14k!, � 1_�� . , ",I CANOPY 6 C1 LSI Industries LEGACY SPL-CRUS-SC-LED-VLW-30, DIMMED 65% 3,000 K TYPE VS WHITE 60.9 1.00 B3-U0-G1 CANOPY 14'-6" 18,012 , , '' I L", , �� 133 Pole Drill patIvi, "'t,*,�,,-,,,.-" ...... ". _1 " "I � 1, , - � ` I ""�!,!� , *Standard UniveTsa -277 Vac)Input 5MO Hz or opt , ,i��!�_-,_I " I LSI Industries SLIM PACK WPSLS-01L-30 MTD @ 10' TYPE Ill BRONZE I Voltage(120 tionall High ,,a I 11 i� :.�,,I ,�"I., �� - � I'Zt$'In#��, WALL 1 W1 3,000 K 12.34 1.00 1.00 1180 B1-UC-G0 `:.4_�,�". : ," --, WALL 1 O' 1180 . I - ­, , E��, 11 1, �i� Volage(347-430 Vac). ­ "" 11�� -L80 Calculated life�>100k Hours(See Lumen Maintenance on Page 2) "I II 1\ I'll I I I I TIMER CONTROLLED SITE LIGHTING POLE 4 P11 LSI Industries MIRADA MRM-LED-07L-SIL-FT-30-70CRI DIMMED 50% 3,000 K TYPE IV BRONZE 53 1�00 0.50 3351 @50% B1-U0-G2 POLE 14' 13,404 . 10- TYPICAL LIGHTING FINISH COLOR:BLACK -LED-10L-PC-LV-30, INTERNAL LOUVERS 3,000 K TYPE VS BRONZE 17.30 1.00 1.00 450 B0-U1-G0 WALL 3' 1800 ,*`� -Total harmor;c distortion:<20% ! Features & Specifications �,� BOLLARD 4 B1 LSI Industries CBR7 CBR7 ! Z - III I optical System I i- I P 6 5 --'^'-- �',� -Operating temperature: -40'Ctc+60*C(-40*Fto+122*F).42LIumen I �?) R "S P i I Dimmable (EP 0,,,�,""�;� , ALL FIXTURES ARE TO UTILIZE HOUSE SIDE SHIELDS AND ENTER 1 El LSI Industries MIRADA I_AD6-I_ED-14L-30-TR4WW DIMMED 50% 3,000 K TYPE IV BRONZE 14 1.00 0.50 470@50% B1-U0-G package rated to+4TC. I I V , �,.I �1�1, - 0 SOFFIT 101 470 � *AII in I%vo optical distributions,synimptriral and asymmetrical. TO BE AIMED AS TO NOT ILLUMINATE OFF SITE. 9 1 SN RAB RAB IGNILED13YAC11B DIMMED 60% 13,000 K TYPE NA BRONZEI 15.3 1.00 0.40 266@60% B1-U2-G I. *Power factor-,>.90 I i SIGN I I I - I Optically clear vindal-resistint extruded polycarbonate lens seats the i . -Irput power stays constant over life. FSST MR& luminalre's optical chamber to IP65, Product Dimensions TOTAL PROPOSED LUMENS 37,260 -Field Teplaceat!f?surgia protection device meats aminimum, Category C Low 01c"llspnor 1� I -AvaiIabI,3jn5000K.4000K,an 3.00UK otortemperaturps,per AN,q __-----2' HIGH AT PARKING AREA POLES,O'HIGH AT LANTERN POLES FULLY SHIELDED / FULL CUT OFF TYPE FIXTURE IDA "DARK SKY" FIXTURES. TOTALALLOWABLE LUMENS 37,400 i PWOr&M C78.377.Consult ractorli I ,roe ortemr,nature requiremen'.1*11. �_ ­', I FIXTURE ON LIGHTPOLE BASE operation(perAIIIISIAEEEG61412)� 3t I 7er F OR, W "I -High-elfiricy LEDs mounted to metal-rore circuit board to maximize heat I Nceowl I-oplionat internal lnkfvp,rs available to conceal the light soit - 7 3,V - I !�t "I'll", il�ssipalian 7.8" .. ai [188 Mal �' , :-z I ___ -­ Wy IN .Minimum CRI of 70.Consul',Factory for Higher GRI requirements. :-_--- NON SHRINK GROUT UNDER BASE 98MM) I 1 6�v I'-��:- ��)�, -Components are fully encased in pattrig material for moisture resistance, 0 1 � 1165mm) ,7'_� / ." ", / , n ---11 1-1 .... m Iriver and li,ey alectmric compomrlts I I I I-\--1,,�,e � , Driver complies willi FCC,sta,idards�F, - /�/ "I /1\ , "�� , �),� / �:LE�Q STUB OUT AFPROVED CONDUIT 2"OVER BASE : ­­_ I "I cap P10y be accessed, ElpdrIc?l , - � I , r - -I,�,� i I : :::: : �- ,� ��l Boom View Top View z �-,f-,,r � <-- ( ),I � "... 6ric Nico6ia -High-performance driver featum;over-voltage,under voltage,short-circuit I \', "I r- -l-l"I"', -1 GROUNDING CONDUCTOR IN PVC CONDUIT -� I apd ovPrt,�r.19er,v,ire proti�ctjnnl " II,"'\ I- ' ' -;k 10 I : : :�:�: : � . � , I-­­­_­ _______11-1--1.lij 1�I......­­­­_­­"."�-,11 t-­­­��,­I,­I—,--1 "I 11-�-­­­­" / _,,� I , -0-10 volt dimming(101'a-I 001,'�)standard. _ __ I 1 3��/ ,/�/ : : :::� : : APPROVED B . I " , 1. " - � , I , '\ I I #Standord Lln'versal%foliage(120-277 Vac)Input 50,160 Hz, Optional High 1��_, -�,��// : L�:;��o : FINISHED GR'\DE ­ �1. �� . � I - -ML. �,e I L . ,,,, , I � . 'Vat Input availabie. I I . ' 'I'll I PLANNING BOARD I �I � .� I _P0 Box 879, Rocky Point, N.Y. 11 778 VI 347 �, - I , I v�L____,., : - I ,�1. ....... - . Telephone: (631)928-4456 ,�25""per IESTIA T.1-21-11� : � �::: : : r�: :L70 Calculated Life:>147k Hours projected If � 4 1 =7_:_1 r �._ :, Total harmonic distortion:<20% -- : : :::: : : TOWN OF SOUTHOLD Rev Date:06/17/2020 . E-Mail: architect@optonline.net Approved by resolution of the Town of Southold,Nevv York;on the day of_, 11 : i::! : (4)3/4"X 24"GOT DIPPED GALVANIZED ANCHOR BOLTS ReI Conditions -Operating temperature: -40'G to 4-40'C(-40'F to 4104'F) W : : :::: : : ev Date: 03/0612020 1 - M SEE BASE BOLT PATTERN AND THREAD EXPOSURE -Power factor:>.90 � 40 7.qE 1)AP, !4 DATE �-_,e Rev Date:02/2112020 ��IcI I �,I`11 : ii::i� ; b . S 2,0�2_t, �11/y 45450 COUNTY ROAD 48 subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, ;9 . � 11 I % Rev Date:02/10/2020 .Input power stays constant over liffl, = - 4000 PSI @ 28 DAY AIR-ENTRAINED REINFORCED POURED Site Lighting \ .,IIIC Nicr., / E::: : __-____:::] � 1. � 1z, .High-efficacy LEDs with integrated circuit board mount to the housing to CONCRETE FOOTINGS Rev Date: 01/07/2020 1�I"I ,9 ti� SOUTHOLD, N.Y. as approved, shall void this approval signed this day of . --- For planning comments 0-f 144' - I maximize heat dissipation and promote long life, C - Re D te: 6120/2019 r_- q I r,�', ,,, -A , a '' 14,� lev laate, 3/18/2019 V�,-�, �, ._____���)a _ . " zI�A -Driver components are fully encased in potting material for moisture (4)VERTICAL#5 REBAR @ 18"O.C. v � � - , L", , I Q��'.X'kk resistance.Driver complips vAth FCCk standards,Driver and key electronic 1\ 3"MIN CLEARANCE ALL SIDES --,t%----:-__,­ - ­­­­-,�"-,, , ,,I-"-- Eliminate office Use * iii - "ttl * by �_ � Rev Date: 1/07/2019 'L tk;�r_�,2",.-f � SITE LI&HTIN6 PLAN ,'I componerits can easily 1"?acces,�,,ed. , 0, � I - � I " I " I - ", , , - ` [ I ,,,,�"� I�0� � I r ,, ,� , ,,�,,, 1, , � 1� [`�,__��' � Rev Da:1211412018 -I - Chairman 1��111' _­"--- - -Electtical components are rilotmied on a rernovible pmver Irly, (6)HORIZON7AL#5 REBAR EQ.SPACED Rev Dat :210312018 Sign Tl , � - � 1 2'-O" � Bike Rack,Fen S.W.Note . I I I ce' . C."4�"!S5 Scale: As Shown Rev DateiO6/17/2020 I , . 3"MIN CLEARANCE ALL SIDES � Rev Date:2/031201 8 Bldg �, , I . 1 � I . Update,Moved VacAr I I ----/ - AIS-4 1 12017 . Proposed Site Plan - '�T__ _'­ I Secretary I - ___ GROUNDING CONDUCTOR IN PVC CONDUIT I Rev Date:11/06 1 1 N Job# 17080 By: E. Nicos�ia 4OF8 /I ;" . � 5 REBAR (5) 5 RFBAR IGRADING AND DRAINAGE PLAN KEYJ 6' O.C. 0-C 190 — EXISTING TOPOGRAPHY X XX.X EXISTING SPOT ELEVATION < PROPOSED TOPO LINE 0 Z47 CIA tj +: XX-XX PROPOSED SPOT ELEVATION 4 X,�i TC:XX PROPOSED TOP& BOTTOM OF CURB BC:XX FEINrORCING BAR A A 1­24� TW: XX BW:XX WL 12,750 Le. PROPOSED TOP& BOTTOM OF WALL _J PROPOSED FLOW LINE >1 InL--,�XAJI�411 RL ROOF LEADER CO CB ITD CATCH BASIN/TRENCH DRAIN 0 I I I A N DR Y� 84 B0C 3i�,87 13C 36.42 1EAVY OUTY L(;�4141E 31 TC 36.62 IC DRAINAGE STRUCTURE SIG C6 N--- CO rx) d Q . (D CAST IRON OPEN GRATE AND FRAME DRY WELL COVER %7 314- DRAINAGE POOL CASTI NG 4 El�A,IN x5b. X"611 1b 0 CAST [RON SOLID GRATE AND FRAME DRY WELL COVER 5-4- + 37.9 C 3X72 4— (0 EXIST BOX ;'o cop OTORM WATER DRAINAGE (3) CADLE UrT HOISTS X38.0 6. DESIGN RAINFALL CRITERIA = 3" = 3`712=(.25') 0 170 DEC, C) ROOF RUNOFF COEF = 1.00 PITCHED ROOF "AVED RUNOFF COEF= 1.00 ASPHALT/CONCRETE/PAVERS (12) J 3 `IiTPt_ 4 X511 )7,\\,\?_0 X 37.70 UNPAVED RUNOFF C. 0.25 LANDSCAPE/MULCH/SOD AREAS SLOPED RUNOFF C. 0.50 SLOPE AREA 'A 0 U M �Aol C� PRECAST STORM DRAIN CAPACITIES 00 I-_ $OA - 38.0 12'-0" DIA= 100.8 CU.FT/LIN. FT X Cl) c" 1,315 CAL, StbRAdE .N* X38 22 INTERCONNECTING PIPE BETWEEN DRAINAGE POOLS : Cl)C') 0 18" DIA HDPE PITCH 1% MINIMUM. V;T1 - 7.3m L8. 0 A f.* OX-1bY ct) ROOF PIPE TO DRAINAGE POOLS : TRAFFIC BEARING 6" DIA SDR-35 PVC PITCH 1% MINIMUM. P J N X PRECAST COVER 3810 + ALL PRECAST STRUCTURES TO HAVE REINFORCED TRAFFIC BEARING COVERS AND CAST [RON FRAMES AND GRATES/COVERS TO GRADE 61 38.00+ 38-28 X 3? C) 1. CONCRETE SNA)_L,IHA�t 0 OF 4000 PSI AT 28 DAYS PRIOR, TO INSIALLATION. T X37.8 Gcl�, EXIST X 36.5 ISTORMWATER DRAINAGE CALCUL G 30 7� REBAR DESIGN TO, KET MIN,I H-20, LOADING- W "' ?�'3 3. REBAR TO BE ASTV A-615 GRADE 00. 38.6 40 1§1 k WAM TO BE ASTM A-14.5� GO G) DRAINAGE AREA A: NON-ROOF AREAS FCAST CONCRET, SMICTi r, rob Z' Cf) 15, ALL PR 0 X 4`0 RES VUST' MEET �0 35�56 A�t, "o-Z,0�i� W J Mr;E AND SrEC[PICATIONS- X 36.34 PERVIOUSAREA11= 16,160 scl ftX .25X .25 1010 cu ft I �> rn 0 C11 6, ALL STRUCTIURES VUST ,PE AT AN! ACI C_MT1,r1E _-a FLOW 0, PERVIOUSAREA2= 17,987sqftX .25X .25 = 1124cuft -1 � ��+ ED 0 --------- A,COPY "OF CER"I"r,"ATION MUST 13E 04 FrLE WITll 1`0VIN1. '01, 0 ,:o rn + r11111 7. POE SHALL NOT PENETRATF' TqF_' 901110V OF' 'TiPE DOM-E, '0 14,1� OIN_V_ 1� X Z IMPERVIOUS AREA = :25,296 X sq ft X 1.0 X .25 =6,324 cu ft ON L 0 36.10 TC '35. C: 38.4 35.60 BC X \13 M Un TOTAL STORAGE REQ!UIRED = 8,458 cu ft 0 0 \0, Ilk �0 REQUIRED DEPTH OF 12' DIA. RINGS = 8,458/100.8 83.9' MIN. C") 0 , !k 84'/7 POOLS =12' MIN EACH Ow A 0 PROVIDE (7) 12' DIA. X 12' EFFECTIVE DEPTH PRECAST DRAINAGE 50%FUTURE & I EXPANSION 13 X RINGS WITH TRAFFIC BEARING DOME ANU CAST IRON GRATE. 37.00 Xd, 'C'Q2 0 37 0 T bis 8W'2'' 0, DRAINAGE AREA R: BUILDING AND CANOPY ROOFS LD r A Is ALL LEACHING POOLS TO HAVE 3770 OR + MANHOLE COVERS TO GRADE 1'22 3 0� ROOF= BUILDING: 2,400+ CANOPY: 2,520=4,920sq ft X 1.0 X .25 1,230 cu ft �5% TOTAL STORAGE REQUIRED = 1,230 cu ft V Vitt SAN kRY RNISHED cl� S STEM cl, D E 10, — Al @3.�,90 GR A' 'PO % REQUIRED DEPTH OF 12' DIA. RINGS =1,230/100.8 12.2' MIN. 0 GT Z A PROVIDE (1) 12' DIA. X 13" EFFECTIVE DEPTH PRECAST DRAINAGE GRADE 00 U "so 70, .A 01 r_ - RINGS WITH TRAFFIC BEARING DOME AND CAST IRON GRATE. 13\ — U Ln <38.7 iv.()IA /@ - �14 ;n S1 rs 0 P TORM DRAINAGE POOL SCHEDULE /1"DRAIN PIPE \1 50 4 y 0, Xcl- 15" RCO OR CPP MIN� OPEN"NG TO MATCH PENETRATION MIN. 2", MAX. 6" 7.20 # RIM EL DIA. FFF. DEPTH COVER (q)�19� LO U11 Al 35.50 12' 12' C.I. GRATE CASTING USED a CV 01. 00 wps co -1 A2 35.15 12' 12' C.I. GRATE —H-20 LOADING \0- 7 -A A3 34.80 12' 12" 61 .9 030 C.I. GRATE CONCR�,TE SLAB --PROVIDE CONTINUOUS I �d.00 A4 34.50 12' 12, CA QRATF UNLES OTHERWISE NOTED PARGING ON TH E 0 A.5 '14 An 12, 12' -L.I. GRATE < 0 A6 35.30 12' 12' OUTSIDE PERIMETERS Ji 01\ 0J`C` 0 -C.I. GRATE OF EACH DRAIN PIPE A Q (0 A7 35.00 12' 12' TYPE 11 PORTLAND CEMENT 4000 PSI P �A\ -?o R1 36.30 12' 13' C.I. GRATE C14 i 0' OR 12' Dio. c I W 0. �rt s �36.7, �-_v 9 X 10 34.9 4' VI'N. D`kAIf*'A0-`_: Rit-IGS U) > SHAt,L SEVRAPPED WITH 38.1 C 3/4" 3;�66 00 =4 GLOTEXTILE,FABRIC BY LP 0 �E� J_ 0 8c_ Cq PHILLIPS PETROLEUM CO. GIN, 4. M EACHINO SUPAC 4NP OR UQ X 34.7 OPENING L AN APPRO*'rED EOU AL X36.3 4A� 35.2 G 7� MINIMAL AMOUNT OF EXCAVAIION \14 \N 3' ,,COLLAR BACKFILL TO BE CLEAN' SAND OR BANKRUN, \N X36.1 rb 4" M!N. �VALL , 1HCKNE'_`:5 3711 X X %—CONrINVOUS REINFORCEMENT C I\N X 36;.2 6x12-10 PA. WAM. ASTM A- 0 \N_ C 3 orl r CONCRETE F001ING RING WHEN I11110 REOUIRED BY ENCiNEER OR INSPECTOR 2' MIN. J0 & WHZE'N BACKFILL IS REQUIRED 12** GROUND WATER 0 APPROVED BY 8"-8', 10'-8". OR 12' CID '5 lbi `6' PENETRATION INTO X D r% 36.4 Scale: 1"=20' PLANNING BOA1%;W ACCEPTABLE DRAINAGE MATERIAL N 0' 10' 20' 4 TOWN OF SOUTHOLD DATE r,*J0, 2_ 2_� 1. MAINTAIN 20' SETBACK FROM SANITARY LEACHING POOL. SOIL IN EY017" OF 9" BELOW PMEVENT SOB- 5f 30' RECEIVED DRAINAGE 2. MAINTAIN 10' SETBACK. FROM SANtTARY,SE<R PIPE. Cf4ADE COMPACIED TO 907 AASHTO T-49 S BAR SCALE —------ --- 1— JUL 0 1 Z020 3. MAINTAI'N SCDPW SETBACK REOUIR17MENTS F901A ALL UT!! ,T1r(,, A 4. MAINTAN 10' SFT0.Ar,,V FROM I 1 01 4 LEACHING POOL 5� SANITAIRY RiNGS 041AY NOT TO WE U-SiCk'"J". CCVPACTVZ1, TO 6. ALL PRECAST CONRETE STRUCTURES MJI-ST MEET OF MAXIMUM 0FN',1.',ITY PER SRAI:�INS ANP Z�RAINASF. FLAN —Southold-Town ACI CODE AND SPECIFICATIO",IS AASI4T0 T-99 Planning Board 7. MINIMUM 28 DAY CO!JPRESSIVEE STRENGTH OF 0(Y + 2' V A)(, FAVE14,NT L NCIE KLOW) 4000 PSI CONCRETE PRIOR TO INSTALLATION, _(SK -—I 8. �ALL STRUCTURES MUST BE MANUFACTURE0 AT AN ACI CERTIFIED 1 7: 7 �/)-Y=1 2� 2=2-,�Z 6ric. Nico6ia CORRUGATED POLYE THrLENE T DRAINAGE FiPE T'MIN, COVER, PO Box 879, Rocky Point, N.Y. 11778 SM'10LINt TO Telephone: (631) 928-4456 BE- PLACEC IiN OZ� 1.1" L17TS Rev Date:06/1712020 E-Mail: architect@optonIine.net Approved by resolution of the Town of Southold,New York;on the day of 1, CLASS L 11, OR PI COVPACTED 9ACXr;�L VATFRIAL R�,'OV�IR7D IN ALL PIK- Renumber Conditions ZONES� PER VSCS (UMF�Ff) S01 CLASS'TiCAIrONS S-,STEk!"I ev Date: 03/0612020 2, IF VEPI-i O� TiA-f-NCH EXCEEVS 5', THE CON'rPACTOR W-M Pz; ni C C G Rev Date:02121/2020 P�c 45450 COUNTY ROAD 48 subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, 0 1'- ETIN Rev D te: 02110/2020 A Nr) DRACING OR A SHEETING PDX IN' ACCORDANCE W1 I S�iA NICO., I/ `E 0 Site Liaghting Rev Date: 01/07/2020 AS AN ALIERNIATAr... IF PERNVTT�D By VC EMONEER, 1HE IRENCH WALLS MAY SOUTHOLD, N.Y. as approved, shall void this approval signed this day of 7___ BACKFILL. PLACED A�_TrRNATV,.' BE CUT BACK TO A I�I SLOPE Or' THIS NAIURAL AN(,,S OF R7POSE FOR THE For planni�g comments i " -, __ - - P S01, %HCHEVER IS CREATER, Rev Date: 6/2012019 _Z' 6' LIF TS ON DOTH CAOFS 01, Rev Date, 3/18/2019 Eliminate Office Use "I UP TO SPRINGUNIE ELEVATION lVii'4CRE P:PE IS INSTALLED W7H LESS, THAN 3* OF CO��P VPT�4'N' nAvF9ENT APrAS� EVOING (CLASS, 1, 11, OP, 11:) ALL SACKFILL MATER!AL TFROUGHOUT THE PIPE ZONE IS TO PF C­A',��S, I MA-,FPIA�­ RevDate, 1/0712019 X101 by W4FR­ LINS _P�AL I OR IN'PFCTOR. Rev Date:1211412018 &RAP1N,&/PRA1NA6E/UT1L1TY PLAN ` UITAR'E MATE 4 REWRED PER O!SMETION OF ENO `"NTER"5 EYCAVO, — Chairman FNC0,1 Rev Date.2103/2018 Sign r WE TRENC111"S, Bike Rack,Fence,S.W.Note --.rl- DRAINAGE PIPE TRENCH Rev Date:2/0312018 Bdg. Scale: As Shown Rev Datel,06/f7/20 ac/Air 'LIT Update,Moved V 11106 Rev Date: 12017 Secretary Proposed Site Plan Job# 17080 By: E. Nicosia 5 OF 8 HEAVY DUTYAND LOCKING CAST CAST IRON COVE.R3 TO GRADE STOPM OR SurrAFILF COVER ISITE DAT�] AASHTO H-20 IRON COVERS TO GRADE TYPICAL GRADE MMSHED GRADE TO ORADE APPLICANT 8"MIN.TRAFFIC 2'-0"MAX.. 24" BEARING'Top :24"' CHIM EY 2'-6"MAX. EMPIRE OIL, INC. ZMAX. 2.5'MAX 24"- CH]Aqiff 20", 20" P.O. BOX 547 INLET MIN GTOF` SMRM BC 36.87 0, LAUREL, N.Y. 1948 12"MIN. OUTLET &M'"" ------BC 36 42 ri 16" -210V MINN 20"MTN Tc 37.1 81 TC 36.62 4"DIA.SDR 35 FLOWbNE TO LEACHING Sir T18OW SIG SCTM#: 1000-055-05-2.2 PITCH 1/4"WMIN 14" DROP 6"DIA.SDR 35 mm.4-DIA. 6- 12*MIN Li-m-OUTLET e001 -- Nl­_� C C. ADDRESS: 45450 COUNTY ROAD 48 I A TEE PITCH 1/4"WMIN ISDR 35 Pvc M1N.6'DLA.SM35rVC I I \V 3: 8" 111,1111 PgWE0,R i�4 - ? VQUIVALV�rr 'E1,1XVINT., l'- I & r X lb LOT AREA= 65,180 SQFT./(43,560 SQFT/ACRE)= 1.496 ACRES. CL (TO SEnIC TANK LU z OR SEWER MAIN) C COY'Lpf�h 37X.2 X 0 BAFFLE WWYE 37.9 1 BOX (b SITE INFORMATION DERIVED FROM SURVEY DATED 5/09/19 BY 9 AL-IMPNATE,#13- 00 D W a LU WALL ULIQUID NATHAN TAFT CORWIN III, LAND SURVEYOR. Z:i U) DEPTH CLEAN OUT DETAIL, -�G X38.0 113, c� 6. MONOLVINC 11�1 ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 -7- _l,=nON FLOOD ZONE: ZONE X- NO BASE FLOOD ELEVATIONS DETERMINED 12"hMT. 11 OP f f X37.70 AS SHOWN ON THE F.E.M.A. F.I.R.M. 36103C 0142 H EFF. DATE: SEP. 25, 2009. 4"N11N. C, 0 0 .0 1-_ 4L,j \AO It 'P 8'-0"DIA ITMAX 11�cq ,,-1 4" 00 r_ It,�� n.(co 4, - 38.0 1 X SEPTIC TANK DETAIL 4) -7 A 0,, ISANITARY SYSTEM DESIGN ��ATA- NOT TO SCALE GREASE TRAP [DETAIL 140 X NnT Ti-qr.Al P SITE LOCATION: SUFFOLK COUNTY GROUNDWATER MANAGEMENT ZONE IV(FOUR). X38.22 EXISTING REPORTED WATER SUPPLY WELL TO BE LOCATE ) & PROPERLY ABANDONED. HEAVY DUTY&LOCKING CAST 0 ELEV:37.70' IRON COVERS TO GRADE TYPICAL GRADE EXISTING SANITARY SYSTEM TO BE LOCATED AND PROPERLY ABANDONED BY REMOVAL. NO KNOWN SURFACE WATERS/WETLANDS ARE WITHIN 300', 99 59 X j.v+ ZMAX. 20"MIN. 6"MAX. 5s.v 3810 0 NO KNOWN WELLS WITHIN 150'. CHIMNEY o ob 6 DIA.SDR 35 38.0o 3828,rC X 1976 AND 2012 AT USGS MON I i ORING WELL 410356072260301 S 16780. 1 LOCATED 0.30 3?�' 0 -4 PITCH 1/4"WMIN AASHTO H-20 8"MIN. C.) MILES SOUTH WEST OF SITE. HIGHEST EXPECTED GROUNDWATER 32.5' BELOW GRADE TRAFFIC BEARING X37 8 7�.A 0 EXIST -cc. X36,5 'ti�" G: (ELEV 5.0') PRECASTTOPS 38.30 r Z INLET 11 1`5 _F .-113 38.6 C'O .10 HIGHEST EXPECTED GROUND WATER: 32.5' BELOW GRADE. IE 32.64' 3"MIN 8 1 5.31 G) 35.S6 o W ALLOWABLE SANITARY DENSITY: 600 GALLONS PER DAY/ACRE MAXIMUM. C\! Q X 36.34 1.496 ACRES X 600 GPD = 897.6 GPD MAXIMUM ALLOWABLE DENSITY LOAD -7_P " A--(,A o T (P o .0 01-V < _17 V PROPOSED GROSS FLOOR & USE AREAS: X C, 0 k" i- \ 36.10 TC '35,B0 w C GAS PUMPS: NO SANITARY DESIGN FLOW. 0 = 38.4 35.60 BC 0 9 X _�A M C" PERFORATED REINFORCED N 0 Cz PRECAST DRAINAGE RINGS rn 2,400 SOFT CONVENIENCE STORE: '61 \ 11 ;0 -_A ONE STORY BUILDING, NO BASEMENT. �,\00 N V\S5 0 & USE DESIGN FLOW RATES: TMIN 50%FUTURE & 7-pk 13 G -1 r XPANSION X 37,00 0.03 GPD/SQFT. FOR CONVENIENCE STORE DENSITY LOAD. COLLA� E G" 6 - F A� OkAs 1 0.02 GPD/SQFT. FOR CONVENIENCE STORE GRAY LOAD. 8'-0"DIA. 16'-6"ABOVE lk V �0 1 0 IGI 4-91,11 0 HIGHEST % --- I - - i fxp�\ LP 6"MIN.PENETRATION INTO VIRGIN cc\ 0.05 GPD/SQFT. TOTAL HYDRAULIC LOAD. 8yp, STRATA OF SAND AND GRAVEL EXPECTED C, LD Q) BACKFILL MATERIAL TO GROUND WATER 'N\1QY 1,5Z P-6 I b" 3' co 0� BE SAND AND GRAVEL GROUND WATER U, 37 70 DR I- PROPOSED DENSITY LOAD: 2,400 SOFT X 0.03 GPD/SQFT 8'x12' Ot, �O rn SA ARY x. rn 1 , 72 GPD. PROPOSED DENSITY LOAD IS LIESS THAN 897.6 ALLOWABLE FLOW. MAX GND WATER(-32.5') EL:5.0' S STEM D 9:�15 cp LEACHING POOL DETAIL, NOT TO SCALE IA41 PROPOSED GRAY WATER LOAD: 2,400 SQFT X 0.02 GPD/SQFT=48 GPD. Osl GTI .0 /1 PE Ra'�,9, Z DESIGN SEWAGE FLOW(HYDRAULIC LOAD) : 72 +48 =1 20 GPD TOTAL ro 00 ft5 7.80 70 '*_1 . .1o, ? 00 co M A cl) 3r, E k 110 P "ern _01 GREASE TRAP1: GRAY WATER FLOW: A Htr- X 381 �' . .Is 2,400 SOFT X 0.02 GPD/SQFT=48 GPD GlIr P, "PE so SCDHS MINIMUM ALLOWABLE GREASE TRAP 1,500 GALLONS 0,�1, c,)* 4441 co outh & E*ast, 1�7_ 0 7U, p S X V -4 PROVIDE (1) 8' DIA X SLIQUID DEPTH GREASE TRAP. 7.20 0 17- rVICC station F0,mef SC c r,�o cc; J "',�4 , , 00 SEPTIC TANKII: .50 72 GPD HYDRAULIC + 48 GPD GRAY WAT'ER 120 GPD. -SDI .9v 0 0 PROVIDE 2X D! " `HYDRAULIC FLOW= 2X120= 240 GPD. "j 00 0 3ao, IVA " b Ic Royal Pa­"r-oieuni . 04 UJ -A 4 1� y 4_11 17 1 J 11,5450 Rt. 48 Sbuthold, NY 1P 13is 7 SCDHS 1200 GALi-%.,N MINIMUM ALLOWABLE SEPTIC TANK S 1,3��A-.- C: PROVIDE (1) 8' DIA. x 4` LIQUID DEPTH SEPTIC TANK V- * 00 ........... 3 AM P 1,1`1 S-14 C", LEACHING POOL1: S,��ul\ll� PROVIDE FOR 1 DAY MIN. HYDRAULIC LOAD 120 GPD 5A C C/W 120 GPD/1.5 GAL/SF/DAY= 80 SOFT LEACHING AREA REQ. V�\ r- �.J` -_� 36.70 ­FA11,S C -A 0 �TX vp L '4 OSU?1V_ SCDHS MINIMUM REQUIRED SIDEWALL LEACHING AREA=300 SOFT \-\ Pl 0 17A .9 b 38.1 Lo LP USING 8' DIA. POOLS = 300/25 SQFT/V.F.=12' MINIMUM LIQUID DEPTH 0 -,57 -66 PROVIDE: ONE 8' DIA. x 12' LIQUID DEPTH LEACHING POOL. (D ELEV: 37.5 08 Ir CROUNI)SURfsNCH I I cl�_ ____ 4. X34.7 Pr FUTURE 50% EXPANSION 1. (NOT CONSTRUCTED) (120 X.5 = 60 GPD) X1 2' MIN. E.D. Pre Clear U) '7 X .3 36.2 4A� (300 SF MIN) 8' DIA. POOL 300/25 SQFTN.F.=8 A -A zz V03 C, NN Hand Auger 35.2 SANITARY STRUCTURE SCHEDULE 154e -�eg T # TYPE -CAPACITY LiA, L.DEPTH EM FI INVERT INV. OUT TOP BTM, L 91 Tan,rn ed sand,loose -A Sol BORING G111"OS GTJ GREASE TRAP 1.500 GAL 8' 37.80 33.90 33.40 35,30' 28.40 -1-1 :11-21-17 00 -1-1 no petro odors,dr� B BE N A� ELEV 37.5± 01 ST1 SEPTIC TANK 1 200 GAL 8' 4 37.70 3330 32.80 35,20' 28.80 �z,oi�, CI\N 01 10' 2 40' 36.1 _LP-t LEACH POOL 300 SOFT 8' 12' 37.70 32.64 N/A 35,20! 20.39 nQ_p ��tro odors, r, -,,;t EX1 FUTURE EXP 300 SOFT 8' 12' 37.80 32.50 N/A 35.30 20.25 E W X37.1 -14 \J TOP OF TANK SLAB tan;med sand;loose X 36.2 51 30' o 1 no pc!r,)odcr.�,,dify 00 �O jN R pole-9VI S BAR SCALE BOTTOM OF TANK INTERIOR -.4 1610 of f VAONN vk�_Mo-_ s P tan;rineci sant toose ^ATER/5AN1TA9*1` FLAN no petro odeirs,dry C om _OtA\�AG* Scale: 1"=20' 0 tan-,Med sinfl.,loose S'r- no potro odors,dj IGRADING AND DRAINAGE PLAN KEY1 36.4 1 go - EXISTING TOPOGRAPHY 04 S5 SP tan;med sand,loose. tn. no pe'ro odorg,dry X XX.X EXISTING SPOT ELEVATION PROPOSED TOPO LINE hn;med", nd;loc�;n 0.o 'S no petro Wlors,dry +:XX.XX PROPOSED SPOT ELEVATION v F- vl, m X TC:X A'11k,1k_A_A111",�1k X PROPOSED TOP& BOTTOM OF CURB Brown;riedlcorirse.5and;106sf, 0 BC:XX ELEV: 1.5 W 0 > CO W TW: XX APPROVED BY na)petro odor,-i,viet PROPOSED TOP& BOTTOM OF WALL U) 0 > (00 00 BW: XX W U) () 0 _J W PROPOSED FLOW LINE PLANNING BOARD 5 LU () _J Notes: < W O� LL L) W I'_ C) :�- (Y- < �W_ cf� 0� RL ROOF LEADER TOWN OF SOUTHOLD l__ co 0 0 soil choroWeristics sintiflar at eznch boring' Z) (0 -it I-_ U) 0 10< 0 0 C0 CLEAN OUT_-- z z z CLEAN OUT, 0 (D U) LO U) z CB/TD CATCH BASIN/TRENCH DRAIN DATE _17 z N Fcb RECEIVED LL 6 z - ;t Lu () < Y 7A# DRAINAGE STRUCTURE SLAB _J 0 0 I-_ U_ W 0 LL u 0 _J 0 - SLAB -J 0 0 1-- LL JUL 0 12020 EL:38.0 �0 a- 0 CAST IRON OPEN GRATE AND FRAME DRY WELL COVER 00 0- FIGURII"�: 2 LO A- EL:38.0 bo 1�b I Southoid I own r MET1,101): Dire'ct Push 1101,E­D1A'TV1F4 IT R.� 2.2 5 X5 X CAST IRON SOLID GRATE AND FRAME DRY WELL COVER -12.5' IVI OP: OP:3 AX r�-�(j TOP:35.2' ROVAL STAMP S ING ("CIMI"ANY: BEI LO(TIff"I") 1,11NI". I t I I I I F_ 1 TOP:35.3', I.E. OU-1 :34.0 GREA SE TIC 0 SERTIC ZI C:) I.E. OUT:34.0 00 CD co 1:0 CD CD BORING ENCOUNTERED GROUND WATER AT 36' BELOW GRADE (ELEV: 1.5') co TRAP1 m co TANK1 g� TArN K 1 erlcNicosia 2' OF 4"CAST IRON CY) CY) ce) C14 C11i c'j L:j 8'X 5' LIQUID CY) 8X4' LIQUID Cy') LP1 Lo EXP1 2' OF 4" CAST IRON LILi 8' DIA 4LIQUID CY) PITCH 1/4"/FT. US- (AIST617 C7 DEPTH -TH TH 'T L DEF 6i LIJ 8' DIA 12' HIGHEST EXPECTED GROUNDWATER 325BELOW GRADE (ELEV 5.0') PITCH 1/4"/FT. LU 2' MIN PAST C:) 1976 AND 2012 AT USGS MONITORING WELL 410356072260301 S 16780. 1 TANK TANK C) LIQUID FOUNDATION 2' MIN PAST TANK PO Box 879, Rocky Point, N.Y. 11778 BASE:28.80' 8' DIA 12' DEPTH SITE Telephone: (631) 928-4456 LOCATED 0.30 MILES SOUTH WEST OF SITE BASE:28.40' FOUNDATION BASE:28.80' LIQUID 5 0�/o EXPANSION Rev Date 06/17/2020 E-Mail: architect@optonline.net 0 day of Approved by resolution of the Town of Southold,New York;on the Re-number Conditions DEPTH (NOT�CONSTRUQTEI BOTTOM OF POOL AT ELEV: I L �4 ev Date 03/06/2020 GREASE TRAP PROFIL 0 Rev Date:02121/2020 A subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, 20.30- (16'BELOW GRADE) 45450 COUNTY ROAD 48 HIGHEST EXPECTED BTM:20.qQl BTM:20.25' Rev Date:02110/2020 G1 Site Lighting �P,:, Rev Date: 01/07/2020 as approved, shall void this approval signed this day of NOT TO SCALE GROUNDWATER ELEV:5.0' , el SOUTHOLD, N.Y. (32.5-BELOW GRADE) For planning comments iz, 15.39'SEPARATION Rev Date: 6/2012019 , ;�, 'n -A Rev Date: 3118/2019 Eliminate Office Use T TL \6" OU EA T L 6 DIA 7 Rev Date: 1/07/2019 by Y"itIATER SANITAR"'( PLAN Rev Date:12/14/2018 Rev Date:2f0312018 Sign Chairman SANITARY SYSTEM PROFILE;_] ogA Bik.Rack,Fence,S.W.Note g. Rev Date:2/03/2018 Bld -Scale: As Shown Rev Date�06/117/20 NOT TO SCALE Update,Moved Va/Air AG ro KEY MAP N.T.S. Rev Date:11/06/20c17 Secretary Proposed Site Plan FJob# 17080 By: E. Nicosia 6 OF 8 "NO PARKING" "HANDICAP WALL SIGN PARKING ONLY" SIGN (TYR) (SEE STAPLE ON ROK FACE DETAIL) �/CONC. CURB PARKING HANDICAP PARKING SIGN P4-6(12"xl 8") INTERNATIONAL ROK BLUE SYMBOL FOR W CONTINUOUS"U"CHANNEL METAL POST SUPPORT ROD HANDICAP _J AS MANUFACTURED BY EASTERN METAL IM OF ELMIRA OF APPROVED EQUAL SIDE FLARE (TYP.) (SEE NOTE 23) 0 W 8"0(SCH-80)STEEL PIPE,CONIC. FILLED t--257. MAX. AT CURB LINE SUPPORT ROD ANCHOR (SEE BOLLARD DETAIL) (BOTH SIDES) < 'z 0 LOCKING HASP b (DETAILED BELOW) C\I W PAINTED HANDICAP BLUE /—PAVEMENT(SEE DETAIL) w GRADE it �ft "'k Ilk Z —011 —011 —011 —011 9 9 9 9 BUFFER Z0NE---"` z i ACKIFLOW VALVE NOT TO SCALE i!t- ANCHOR HINGE 9 INSIDE ROCK RAVO k, 4,OOOP.S.I. CONCRETE HOT ROK (HEATED/INSULATED) RPZ ENCLOSURE 11-610 Model# LR021067043 InsideWidth 21 2 WAY DRIVE AISLE 4"VNVIDE INT�RVATIONAL InsideLength 67 PER PLAN BLUIE STRIPE (TYP.) HANDICAP PARKING SIGN InsideHeight 43 8" WIDE INTERNATIONAL BLUE NOT TO SCALE ShippingWeight 325# STRIPE AT 450 5' O.C. (TYP.) 502.6 Identification.Parking space identification signs shall include the International Symbol of Accessibility complying with 703.7.2.1.Signs OPTION A.- FLARED CONCRETE Pad Size 90 x 40 identifying van parking spaces shall contain the designation"van accessible."Signs shall be 60 inches(1525 mm)minimum above the finish floor or ground surface measured to the bottom of the sign. PARKING AREA STRIPING AND NOTES: A ALIGNMENT DETAIL 1. PROVIDE APPLICABLE GFI PROTECTED POWER, U.L. STND. 943-NEMA 3R, 502.3 Access Aisle. Access aisles serving parking INSIDE ENCLOSURES REQUIRING HEAT. MOUNTAT LEAST 6"ABOVE ANY spaces shall comply with 502.3. Access aisles shall f+ + TRUNCATED DOE DIMENSIONS WATER DISCHARGE POINT AND NEAR THE PIPE RISER ON THE ENCLOSURE D1Y. WN.(IN) I MAX.aN! adjoin an accessibleroute. Two parking spaces shall be Pr A A 110 2.4' ACCESS SIDE - OR - PER LOCAL CODE. permitted to share a common access aisle. HANDICAM WON'SYWOL + + C 501/ -65%or 0 01% D 1.4" 2. POUR A FULL CONCRETE PAD 4" THICK AROUND VALVE,ALLOWING A MINIMUM 1 RADIAL SPACE BETWEEN VALVE RISERS AND PAD. HOTROK IS CONSTRUCTED ENTIRELY OF POLYISOCYANURETE FOAM (IN DIFFERENT DENSITIES) < WITH EXTERNAL FINISHES OF ISOPHTHALIC SLIM GELCOAT. DIETIECTABLE WAPAW SUFFACE OWS) TRUNCATIED OOME DETALS; ONSITE PAVEMENT MARKINGS TO RECEIVE TWO COATS OF APPROVED PAVEMENT MARKING PAINT APPLIED TO A MIN. WET THICKNESS OF 15 MILS. R3-2 No Left Turn ALL PAVEMENT MARKINGS SHALL BE PLACED IN ACCORDANCE WITH THE AlCo-RFIZ 1:)IETAILm NATIONAL MUTCD AND NYS SUPPLEMENT. 516N AT ROUTE 4b EXIT ONSITE PAVEMENT MARKINGS TO BE WHITE EXCEPT HANDICAP SPACES AND AISLES NO SCALE CURB RAMP NOTES: CONCRETE PAVEMENT: 5" THICK 4,000 PSI @28 DAYS PRE MOLDED BITUMINOUS THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 6-0". AIR-ENTRAINED POURED EXPANSION JOINTS 20' O.C. WALK PARKING & UNDER CANOPY PAVEMENT : CONCRETE SIDEWALK WITH 6X6 THE RUNNING SLOPE OF A CURB RAMP SHALL. BE 1:20 (5%) MINIMUM TIP-UPSECTION (TYPJ--\ 1AX1.4 WELDED WIRE MESH. TROL JOINTS 4" O.C. (PREFERRED)AND 1:12 (8.33%) MAXIMUM. MAX. SLOPE 257 5" THICK 4,000 PSI @ 28 DAY TEST AIR ENTRAINED 7 WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33% THE CURB RAMP (SEE NOTE 12) ______SAW CUT EXISTING ASPHALT LENGTH IS THE LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS 4,_- POURED CONCRETE WITH 6X6 2.OX2.0 WELDED WIRE 1_4 OR CONCRETE DRIVEWAYS MESH ON 6" STABILIZED BASE OF 314" STONE BLEND OR IT 8" THICK STABILIZED NOT NECESSARY THAT THE RAMP LENGTH EXCEED 16-0". CRUSHED CONCRETE. EXPANSIONJOINTS@20' 0.C. GRANULAR MATERIAL LAY POINT AND CONTROL JOINTS @ 4' O.C..CONFORM TO ACI 318 THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE An REQUIREMENTS. PREPARED SUBGRADE WARPED TO MEET STREET OR HIGHWAY GRADE. 11— 1 1—d 0, V I `�"o OVER FUEL TANK PAVEMENT : 40 (SEE NOTE 22) THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, APMOVED BY SHALL BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR Scale: 3/4"=V-0" REINFORCED CONCRETE SLAB TOCONFORM TO SCDHS TO THE DIRECTION OF THE RAMP RUN. PLANNING BOARD APPROVED TANK INSTALLATION DRAWINGS AND ov 4� 94 SIDE WALK DETAIL SPECIFICATIONS. PITCH AWAY FROM ALL MANHOLES. RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS TOWN OF SOUTHOLD SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX). LAYOUT POINT CORNER ANGLE IN, 1-1/2" APPROVED WEARING COURSE ON 2-1/2" DATE _C)l t - I WHERE A PEDESTRIAN C!RCULATION PATH CROSSES THE CURB RAMP, DENSE BINDER COURSE ON 6" STABILIZED BASE FLARED SIDES WITH A SLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB LINE, SHALL BE PROVIDED. OF 3/4" STONE BLEND OR CRUSHED CONCRETE NO SIDE WALK ON PREPARED SUB GRADE THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF 4" 2" 811 A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM EXPANSION JOINT EXPANSION JOINT ill R ill R LANDING NOTES: TYPE 3 DRIVEWAY ENTRANCE LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 6-0" BY 6-0" FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN URBAN AREAS EXCEPT AT THE BOTTOM OF RAMPS TYPE 1 & 2 ON SHEET 2 OF 4. WITH POSTED SPUDS OF 45 MPH OR LESS TAPER METHOD WITH SIDEWALK AWAY FROM CURB OR NO SIDEWALK NOTE' SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 4 (2%) MAXIMUM. RECEIVED 4,00 PSI @ 28 DAYS 4,00 PSI @ 28 DAYS AIR- PROVIDE EXPANSION AIR-ENTRAINED PROVIDE EXPANSION 911 ENTRAINED POURED JUL 0 12020 I L_ JOINTS 20' O.C. POURED CONCRETE JOINTS 20' O.C. CONCRETE CURB Soutf�o_fff-Tow-n- Planning Board MOUNTABLE �B CURB / PAVEMENT DETAIL Scale: 3/4"=V-0" 6ric Nico6ia Scale: 3/4"=l'-O" ALL CURB RAMPS, SIDEWALK GRADES AND CROSS GRADES TO D NF41i IT6CT CONFORM TO: FEDERAL AMERICANS WITH DISABILITIES ACT AND NYS CODE PO Box 879, Rocky Point, N.Y. 11778 REFERENCE STANDARDS ICC/ANSI Al 17.1 Telephone: (631) 928-4456 Approved by resolution of the Town of SoUthold,New York;on the day of Rev Date:0611712020 E-Mail: architect@optonline.net TOWN OF SOUTHOLD STANDARDS AND SPECIFICATIONS. Re-number Conditions ev D te:03/06/2020 Rev Date: 02121/2020 i��'E Alp, subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, AMERICAN CONCRETE INSTITUTES SPECIFICATIONS, ACI 318. Rev Date: 02/10/2020 45450 COUNTY ROAD 48 Site Lighting Rev Dat : 01/0712020 1 as approved, shall void this approval signed this day of e SOUTHOLD, N.Y. IF CLAY OR OTHER UNSUITABLE MATERIAL IS FOUND BELOW ANY BASE For planning comments Rev Date* 6/20/2019 11_� N, # Rev Date: 3/18/2019 COURSE, IT SHALL BE REMOVED AND REPLACED WITH ADDITIONAL Eliminate Office Use by BANK-RUN MATERIAL FOR A TOTAL COMPACTED DEPTH OF 12 INCHES. Rev Date: 1/0712019 Re Da�o�121,1,412018 SITE PETAIL5 Chairman Rev Da e:2/0 gn BANK-RUN MATERIAL SHALL CONTAIN A MINIMUM OF 15% GRAVEL. v '2�1, Bike Rack,Fence,S.W.Note Scale: As Sh Rev Date 6/17/2020 Rev Dat :2/03/2018 Bldg e own Update,Moved Vac/Air AG Secretary Rev Date:1110612017 Proposed Site Plan Job# 17080 By: E. Nicosia 7 OF 8 50' X51 B UTL MSI.ENT T ON SITE SILT FENCING &I 0 BC 36.67 So 36.42 To 37.81 TC 36.62 rb Cb SIG C f3 LLW C; X13 ?0 C%L X 0, 1b 5RL E'A X 37.9 -36. 37.2 aS W 0 EXIST BOX �C' .90 C: C-' GENERAL EROSION CONTROL NOTES: 0 C\ W 0 11� IX NZ) X38.0 'c" d 6. (D r§1 111_� 1. CNMTINr-� ',/D:-�-FTATICA4 TO FZr-MAIN 45HALI, V[_" PR:7-IT4,TM frY of Lli 0 INsTALLATIoN Or-' 6ONSTRLrTI011 1`1714!2': OR OTHr_-9 APPRO-&-n CL 1 5 0 AND -"ALL P-1:14AIN L'*VI5TLtKP.rP. Of X X 37.70 A0 0- LIP �2. CJ_rA9'IJ46 ,ANP <WAPIW;# 1514At-l- F-17- 50 ,A5 TO MINIMIZV, '7111C E,",��NT or ExP05M AREA5AND 1111C LEN:5TH Or- TIME THAT AP -A5 "c- �Alo "T Ln CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED cy)00 ARr-, tXP05tV. OPAEA!PAND a_TPII­Pt:P_ 5HALL Bt.� Kr-?-T- 3/4"STONE BLEND OR N.Y.STATE D.O.T APPROVED R.C.A. o6 r-� M CY) 5V%PILI1'T-,1 THR-AN-5il THr V!5r_ rr TLHPC7R,4R*r SUVIW.', AS- REC1JVLt,';. FILL TO18"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. 5b.'�& 'C��IRVA14e.F 141111 CON',�FJZVATIOU cb "I VMF4- " SMAI-1- PF IN At, 38.0 4" 10 40 5TVIN/IrIl! RrC.-OMM 17IPATI�;N3. IN AF-r-A-5 VICRF 5011- VI'5TLfTAW_V [AAS, Cd 140 'TEMPORARII-Ir OR M-RMAWNTI-Y TEPPORARY AND,4DR SILT IENCIN13 co -PI:R+1[ANt'WT 5cell_ 51-NZILIZATION Mtz-A9_,'Rlz5 r--+IALL et-. 11145TALLW X38.22 AND�'OR IVIFU�HIZ44TW NITHIN i5tVL-14 P.,k1NY,5. PLAN VIEW Q 36.5 0 X 5_ TI-Ir- LrN'7'T[l ANP '&1r,`FPNr6r5 44' (�IXARrP 51. [T!�` VJM�L, r.'V 5 HIMIAIZI:r, TO 1`2=U�,r- FINOFF VFLO:�d rl[.5:. F11401 �-:4­1�1_ P-T:' PIA7 TFI? TOP SOIL ANAY r-ROR C-1-tARW X STOCKPILE AREA 4- q7t,'IWNT 5HAU ON Itir SlIt AN[7i NoT IOERHITTED To R-41TR APJ'Aer�NT PR��PFRTIF-5-1 09 Fi=`,', AM,- A NA- , Ro llx� OR PR I fl.F. X 5f�5TEH'__% !�ZVII`AENT RARRIERL'- 541AI-11- UE 1N!5TA1_1_1:D All-OW:4 THE WHIT5 EXISTI 38.00+ 38 _/1 Or- [?I5TL.R5Al4St' PRl',-;R TO Tl-t- 5TART 01- C0N5T*FXCT1CN AND W,-'�LL NG �ro 3;,. CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTED r, �u'Uu uu, Vt-, MAINTAINW L)NTIL THC r- It— HA�- ULLN PLPHAWNTLY 5-TABILI-11m U uuu,uu,u 0 GRADE 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. I G X37.8 FILL T01 8"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. EXIST 3 0 uuuuv OD �0* X 36.5 T9 +4 SILT FENCING 3 . COIV-t: Z A STAP-11,1ZIE-V 60,WTRLV-TI0l`4 AW-Z C_ AM- F4-� MAINTAIK-P TO FILTER CLOTH UNDERLAYMENT U FE FR.tVV4T 501� AND 1-005t U11:1505 t-ROM EUNCY TRAGIZO ONTO LOLA]- 38.6 SN�OU7- 5 X38.0 5.31 G) F_PAE,��. Pit: CZ1`N8=,TRLtTI0N tHTRAW_t 5'111ALL VV, HAI NTAI Nr-V LNTIL THL CROSS SECTION 35�SiS W SITE HA_'- L",[LN I"UQMNN!UN1Lf FLOW X 36.34 &'_ A4-1- FU-40FF 54 iAI_I_ F--.0 RETAINED a4-S-1 TT__ I N A-_.-,0RD ANCE III T1 I -------- LCe_,AL Rt6ULATIV45AND AFF'ROVAL5. DRAIN"r- INLr_T5 IN5TAUt:U 1'% 1 '1 0 OWSHV_' 5HALL Pr PR:911-�6TLV rizOH SLPIK-NT MILrAP THROU,611-1 THI-_ TEMPORAC"Y CONSTRUCT10111EILITRANCE USE Or Al"WCPRIATT, INItFT PP::�TI'6TIOR Z SCALE: NTS 0 36.10 TC '35-80 I__L7 38.4 — 35.60 BC 77. T[t r-50-011W, HtAN5 5111AI-1- Ht L5W TO 6Ot4TROI_ VU'5T DLFIW.? C41IN5TRUCTION NOTES 41 X 0 01 GON'5TK-�eTL' " A. r4AT1_-K-U0r4W At��-�-55 1'4,�Y5, AND 1. STONE elZr-UeE Z'STONE,09 A FZr_Y��LEP C.ONCn-TE r:.0UIYALrNT. HATLIi F'Ki�;V,' To LC7,.MANr_-7D. LIMIT SVLTV5 To t'� 2 LIFI�TH-NOT LESS THAN 50 FEET(tXrEPr ON A SIN�LC-RZ51004cr;LOT"4ERZ A go FOOT MINIMN�� Y). W �0 TF%0�f> OAPTIK, MATr'TZ1IA1- ANP 0 4. JNIPTH-IZMINIW�11%`r NOT L1:55 T14AS THE M)LL KIVTH AT POINTS 101HENZ IN&I'MW OR VV EISRESS (;L'�PO4 J r_ -rH,. 'i rp--A-1-1_�N C-ONTI; L Hr',,ASA� r_5 5HALL. S.,FILTER CLOTH-AILL BE PLACED OVER THE IENTIRE,AFZA MOR TO FLAGIN5 OP STONE. 0 G 9- 5AV0zIrRS- AND 0 rV 6. SWrACE hATER-ALL WRFACE AIATER FLOI,411�45 OR MYMTEID TOIt'iAIRP C-ONSTRUCTION X 'T 1rrRM1ANr1NTt'.y 37.00 PA.EMAIN IN I- -AVA" �Nlll_ QH.,%D PFALRPrr, Ali ARF ENTRAW,E5 SHALL Be FIFEP AeR0551HIZE ENTRANCE.IF PIPIN6 15 A �0 MOVNTABLE BERM NITH 5:1 5L0fT_'5 INlLL BE:PM*4]TT=. 00, / M"9MAJ,7NT ST.-W,11-IZATION. PAVCP ARFA.5 1. MAlNTEN*WE-THE ENTRANCE SHALL M MAINTAJ1,CD IN A CONCNTION AH16H KILL 16 0 ( 0 .. G 0 INT ONTO MISLIr 1Z 15[IA[-L 1511, at-:AWD Or- 5011-4,14D V17BRIS A14D r'%F_AI14Aq5't'- 5Y5Tt-M55, *EVENT TRAC C PR KIN&OR FLOAIN6 Or-SMIl"t Rl&HTr—Or4NA1r.ALL SEDIMENT SPILLrD,VROPMP,OR TRACKrZ>ONTO PUBLIC R1614TS-OF-AAY W5T BE REMOVEr> 514ALL r3t CLE4\141:0 AVID M­ SHW A5 NtCX-_-5A.R'f`. CID IW M- IATr_LY_ co 8. PE-RIC01r,IN5PECTIOWANO MAINTENA14CE SHALL BE PROVIDED tVF_-P-i $EVtN('I) CALENDAR VA*f5. 11. PROM-IR MAIN'TI7NAN:!�,F' rof 4-ON'TIR01- K-A%Rlr_f� V-4 TO VC f"lZRFORMED A5 IND16ATED BY FL-RIC-Ple- IN'_-.Mr_TIOH ARD .An1w HEAVY FLOW OR fRaL.-ol'45tv 5TOR145- MAINTtNAW_t- Ai;zr-- To W-UPL, UtT ARL N-,T LIMITL'ri TO, C;-t.rANl[4C, 01- RL'6HA"r r�A'54NS, -17_,Plt-llt�'�NT TRAVS- 36" MINIMUM 2x2 0 '90 Z AND ANP fZf-PAIP- OF !E1FPlMrNT iZFPAlr% FENCE POST -50 0 OF F.F.Pt-t3 ANP RK�Fl` ANP Ca-ANINCO ANP WIPAIR OF 7 C .190 C 10'- :141.1:T FR�5MCTI014 Ut:VIrt-!i 10" O.C. MAX rn 38.7 75 WOVEN WIRE FENCE 10. OtRft, 00W_.,TK;C,1I0N, T".' OONTRACTOR SWALL C41HIM.Y HIIH ALL 1_4�4,AL� PEC5,43-ATION5, 64:�NC.F-Riumn. 1pri Pm-Pp:5-%i_ or -6;:)ur, vvsir ANP (6 x 6 - 10 / 10 WWF) ',A 37-20 VEBR15- A1'4D` TOXIC'� A14D 1i '"' RVOL'5 PIABTE, A'5 1144- A5 5ANIr,_WY 15n4tR AND 5tl=716 Rlzisb'LATIC�H5. 11 lie 01? W rAVY-Ml, I N' C -M:;r7 FILTER CLOTH -00 11. NAffl-MT or F TRI�<,�;-15 '>T RIX, MFI[- T CD 0 030 AT TH15 51 rr, PUT MAY lir All APFR�,'MIATF NAf-�H=T FA'r_I1_I ly 15 C14 36�00 0 90 0\\ X4� 2� 0 0 \_001'11 C.) 1?0 Ct Cb' EMBED FILTER CLOTH 1.) C:) 36.70 X X 0 MIN. 6" INTO GROUND 38.1 Mco 4" 1. �66 -.Uu gc� r`0 b' so- LTI (0 34.7 X rn NOTE: MAXIMUM DRAINAGE AREA X36.3 36.2 X .00 1/2 ACRE 100 LiNEAR FEET S1 0 iaG 3?2' \4q NTe?' DOMSSItic S I LT F E 1141C E DETAILS X37.1 0-0 SCALE: NITS ,P3 C.0t,,*VM1Co4n0N SPE4.111PIC.ATIONS 0 1. NOVEN PSIRE FENCE TO DE FASTENED SECURELY TO FENCE POST EROSION CONTROL PLAN AITH NIRE TIES OR STAPLES. P05T5 SHALLBE 5TF-F-L, E17HER "T" C 0000 "U" 7"rPE, OR HARDViOOP. ':2. n.LTER CLOTH TO 5E ,t=A$TENEr;� 5t6UREL--rT0 Yi6VEN 'KRE FENCE'6TH TIM5 SPACED EVER�' :24" AT TOP, ANr:> MID SE,,:�TION. FENCESHALL 5E INOVEN 10TRE, 6" ]MAXIMUM MESH OFENIN6. 5. �NHEN -TViO (2) 5ECTION5 OF Fil.-TER, Cl-OTfi APJOIN EACH OTHER, 36.4 APPROVED BY THr_'1' SHAL-t- BE OVtRJ_APM-0 BY 6" -AND t--OL.DrED, rILTt:R CLOTH SfiA,LL BEZITHER F=ILTER X, MIRArl 100X, 5TABILINKA 7140N, OR 5TORM 5EVVtR PLANNING BOARD APFIROVED EOUAI-. 4. PREFA13RICATED UNITS SHALL 5F_ &ECFAB, ENNAKOFENCE, OR VILCRO TOWN OF SOUTHOLD APPROVE-P Z-OUAL. C=C= CLOSUP1 I>_ , 5.' MAINTENANCESHALL EZ AND MATERIA I ON S SLOF�E DATE Fe-b -2- c)2- t RECEIVED MAX. 1�1 bcrd end cori oro�to,ord/,�r sijrry vr�d REMOVED ?4HIEN "BUL&ES, DEVELOP IN THESILT FENCE. �iliq KRAV; BA'F 69� HAT' BALES MA�r BE LISSED IN L10 OF AIRE BACKIN& FOR U"577AP5 rc.'urr+�i !��e to a fonclicncl cn_­\61,lon� 12020 !�ITA51LITY. EASY U5!D FOR or re,-c,�stfuxtcd in a now are-, L,—JU L -0- AROUND ENTIRE PERIMETER ow"I h4OVEMZ'NT Po6:ty th^�­ bQ 6 Southol T_ AND Wjsll­-,,jt bccc-rcs 1',No 'irds full. I"5PECTION Planning Board Cf UNIT Ei3c.!-� 9tircv" bole, i�� to be '-��olked ir, vlof'c %15;nq (2) 2"0"4 0, 'PLAN 5TOCKPI 41— Y�' C C ' D �NDY tA'Go 6' il�"? cr Nicosia GRATE 2' V'r"x L -4456 _AR-ROUl%0 RZOUIREME-14T. Telephone: (631) 928 PO Box 879, Rocky Point, N.Y. 11778 CONSTRUCTION NOTES 1.PROTECTION Or-STOCKPILES 15 A Yr 2,STOCKPILES SHALL BE LOCATED A MINIMLH Or 50 77. FROM CONCENTRATED STORMINATER FLON5,ANO Rev Date:06117/2020 EmMail: architect@optonline.net Approved by resolution of the Town of Southold,New York;on the day of INLXTS, 06 AS PPROPRI TE Unt, An_,hcr L(" WPL STAR-E CR "J!,NDREAG' Re-number Conditions SASIN�EROSION WNTROL PRAI�,TICES SHAI-L BE USED ON ALL 51' K]PILES A A ev Date, 03/062020 P R=CTr_V 13"r E-WINICER 4�RCPAIR ANV/OR Rr_F`LACr: Fl:R11�TTrR CONTROLS AS N=PM,OR AS I -MR FVFRY �"I AP subject to all requirements and conditions of said resolution.Any change, erasure, modification or revision of this plan, i Rev Date:02/2112020 45450 COUNTY ROAD 48 5 !�CDIHEXT5 SHALL BE REMOV'ED AHEN 5I!VIt-SNT AOW-VLATION I`ZEACI45 oNE-rHiRr7(iM)or Tl-C- BAPJ`?leR Rev Date,02/10/2020 ,HCI&HT� Site LightIng SECTION Rev Date: 01/07/2020 V� as approved, shall void this approval signed this day of SOUTHOLD, N.Y. PLANVl:_�.W For planning comments Rev Date: 6120f2019 Rev Date: 3118/2019 Eliminate Office Use TEMFORARY !5TOOKFILE R Date 1107/2019 by FROFFIETAF,'r f=.1U5H1 INLET F7ROTECTiON CONVZETE NA5HOUT Revv Date:12,14/2018 ER05ION CONTROL FLAN Chairman NTS Rev Date:210312018 Sign NTS N75 Bike Rack.Fence,S.W.Note Rev Date:2/03/2018 Bldg. --A Scale: As Shown Rev Date�0,6/17/2020D Update,Moved Vac/Air AG-5 Secretary Rev Date:11106/2017 0 ", Job# 17080 By: E. Nicosia I Proposed Site Plan 8 OF 8