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Home My WebLink About1000-102.-5-26 (2)ZONED k '%. OF DA ZONED ,¢ ZONED '~-40' }~ PROPOSED SITE PLAN SCALE: 1" = 20'-0" SITE PLAN BASED ON SURVEY PREPARED BY ROBERT MAVRIKANIS, L,S, DATED AUGUST 2008 TOWN OF SOUTNOLD STANDARD NOTES: 1. CONTACT THE ENGINEERING INSPECTOR (785-1560) AT LEAST 24 HOURS PRIOR TO START OF ANY WORK. WORK PERFORMED WIT/tOUT INSPECTIQN SHALL GE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S D(PENSE, 2. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS. REVISION DATE N 40. REV PER TOWN PLANNING BD WORK SESSION COMMENTS 3 REV PER TOWN PLANNING BD WORK SESSION COMMENTS ~ REV PER TOWN PLANNING BD WORK SESSION & NYSDOT COMMENTS REVISED PER TOWN PLANNING COMMENTS DRWN APPR REVISION 5/11110 ~/~/10 12/5/09 ~/2o/og DATE KEY PLAN N.T.S. ZONED '~0" ow Z/~E LAND OWNER/APPUCANT; TOTAL PARKING REQUIRED = 2 + 8 - 10 STALLS BOARD NOTB: The approved site dev~lopmeat plan d'~ll b a ~fiod of t~e (3) ye~ ~om ~ ~ of a~v~ u , DRAWING SCHEDULE BP1- PROPOSED SInE PLAN §P2- DEMOLllION/EXIgTING BIlE PLAN BP3- PROPOSED GRADING/DRAINAGE pLAN BP4-- PROPOSED LANOSCAPE PLAN BPS- EXISTING LIGHTING A SIGNAGE PLAN BP6- SiTE DETAILS BP7- TOWN CAR QUE/TRUCK PLAN LAHTI ENGINEERING & ENVIRONMENTAL CONSULTING, P.C. 207 HALLOCK ROAD, SUITE 212 STONY BROOK, NY 11790 (651) 751-6455 WILLIAM J. LAHTI NEW YORK P.E. LICENSE NO. 068377 NEW JERSEY P.E. LICENSE NO. 37551 CONNECTICUT P,E. LICENSE NO, 25522 VIRGINIA P.E, LICENSE NO. 041658 NORTH CAROLINA P.E. LICENSE NO. 031093 MASSACHUSETTS P.E. LICENSE NO. 46420 DIST 1000 SECT 102 BLK 5 LOT 26 JOB NO. 08-045 PROJECT: CONVERSION OF SERVICE STATION BUILDING TO CONVENIENCE STORE DATE DRAWING DWG# REV 10/20/08 PROP ALIGNMENT PLAN BP-1 4 SITE: VALERO SERVICE STATION 28975 ROUTE 25 CUTCHOGUE, NY 11935 ¸'4 / / / / / ~ */ ¢ /~'~ ~~ zz~ /~ //~ x~ / X l/ /: I / / ~ ~ --, ....... . ....... ............. ..... . .......,~,~..... ...... .... ... ~ ~ ........ ~ .~.-.:- -.=.--.I ~ ~-~,~ ,~,'~ . --':-.. ~~ ~ ~"~ - ~, r-~ ~o,:~ ~) MAIN ~'~ ~' ~'~~ ~OAD _ ~ ~s PROPOSED SITE DEMOLITION PLAN APPROVED BY i'"'"""i I'"'"'"1 I P~NNIN~ BOARD ~ ~ TO~N O~ ~OUTHO[~ LAHTI ENGINE:RING & ENVIRONMENTAL CONSULTING, P.C. '' "'' , 20~ HALLOCK ROAD, SUITE 212 /~NY BROOK, NY 11790 MAY '' -- (651) 751-6~33 ~ N~ YORK P.E. LICENSE NO. 06B577 NEW JERS~ P.E. LICENSE NO. 57351 CONNECTICUT P,E. LICENSE NO. 23522 ..... VIRGINIA P.E. LICENSE NO. 0~1658 NORTH CAROLINA P.E, LICENSE NO. 051095 IT IS THE RESPONSlBILI~ OE THE CONT~OTOR TO R~I~ AEE D~WINGS AND WILLIAM ~. ~HTI MASSACHUSE~S P.E. LIgENSE NO. ~6~20 RESTIVE TO THE SPECIFICA~ONS, SITE CONDITIONS OR ~PUCABE COBES, IT IS THE gONT~TOR'S RESPONSlBI~ TO NOTI~ THE PR~ECT ENGINEER OF RECORD IN 5 R~ PER TOWN P~NNING BD WORK SESSION COMMENTS 3/3/10 RC WL BLK 5 CONVERSION OF SERVICE STATION w.mN~. PRIOR TO THE START OF CONSTRUC~ON FOR RESOLUTION Or THE ISSUE. BUILDING TO CONVENIENCE STORE VALERO S~RVICB STATION F~LURE BY THE CO~OTOR TO NOTI~ THE PR~EGT ENGINEER SHALL OONSTIT~E 2 R~ PER TOWN P~NNING BD WORK SESSION ~ NYSDOT COMMENTS 12/5/09 RC WL LOT 26 ACCEPTANCE OF FU~ RESPONSIBIU~ 8Y TH~ O0.T~CTO. TO O0.~L~E THE SCOPE 28975 ROUTE 25 REGUbTIoNsOF WORK AS ANB~[~NE~COO[s.BY THE~TERA~ONDRAWINGSoF ANDTHESEmN BOgUMENTs.FUE CO~PLIANOEuNLESSWITHM~ELOC~By A 1 R~ISED PER TOWN P~NNING COMMENTS ]/20/09 RC WL JOB NO. DATE DRAWING DWG~ n~ CUTCHOGU E, NY 11955 UCENSEO PROP., IS A vmo~oN OF SECTIO~ 7209 OF ~lE STATE EDU~nON ~W.NO. R~tSION DATE DRWN APPR NO. R~ISION DATE DRWN APPR 08-045 10/20/08 SITE DEMOLITION P~N SP-2 4 DRAINAGE POOL SCHEDULE PO0~ )]A.(FOI GRADE ELEV. RING OEPIH(FT] CASI1NG ELP1 10 31.97 I GRAI1E DRAINAGE CALCULAllONS (BASED ON 2' RAINFALL PER TOWN CODE) ZONE 3:F'OO!5 PLP2 2,155 SF X 0.167' - 360 CU FT / (68.38 CU FT/1 FT 6F 10' DIA. POOL) = 5,3' RING HGT NO. /_ ZONED L,4/VD /V/F OF 0,4 WD ~ ~ ,4My D ZON£D "HB~ ' dLZT~NY I MAIN ROAD "R_ 4 0' LEGEND REVISION DATE PROPOSED GRADE/DRAINAGE PLAN SCALE: 1" = 20'-0" 11111111111 IIIIlllllll I ND MDDIFICATIDNS DF THE EXISTING GRADING OR SITE STDRMWATER DRAINAGE SYSTEM ARE PROPOSED N 40. REV PER TOWN pLANNiNG BD WORK SESSION COMMENTS 5 REV PER TOWN PLANNING BD WORK SESSION COMMENTS ~ REV PER TOWN PLANNING BD WORK SESSION & NYSDOT REVISED PER TOWN PLANNING COMMENTS REVISION DRWN APPR COMMENT5 5/11/10 RC WL 513110 J RC j WLI ~2/8/o~I ~G I WL I ~/2o/og RC J WE J DATE DRWN APPR DIST 1000 SECT 102 BLK 5 LOT 26 JOB NO. 08-043 APPROVED BY PLANNING BOARD TOWN OF SOU'fHOLD 3,,¢ ? LAHTI CONSULTING, P.C. 207 HALLOCK ROAD, SUITE 212 STONY BROOK, NY 11790 · (651) 751-6455 WILLIAM d. LAHTI ENGINEERING & ENVIRONMENTAL MAY 3 2010 NEW YORK P,E. LICENSE NO. 068577 NEW JERSEY P,E, LICENSE NO. 57.351 CONNECTICUT P.E. LICENSE NO. 23322 VIRGINIA P.E. LICENSE NO. 041658 NORTH CAROLINA P.E. LICENSE NO. 051095 MASSACHUSETTS P.E. LICENSE NO. 46420 PROJECT: CONVERSION OF SERVICE STATION BUILDING TO CONVENIENCE STORE DATE DRAWING 10/20/08 SITE GRADE PLAN DWG~ REV SP-3 4 SITE: VALERO SERVICE STATION 28975 ROUTE 25 CUTCHOGUE, NY 11955 ///~~1/ II I~ I ZONED '~B ' ~- . '% .':..:.:' Z:.': '. :. .".. ".~ : ' - '. :.'":":".;" ' ~' " :"'-'.!''i-v: .' ' ' ':'~'-." ' . ',..'.,: ':. .".. PROPOSED LANDSCAPE PLAN ~SOAPE S~ALE: ~" = 20'-0" TOTAL PROPOSED ~DSCAPING : 4.690 SF (25.~) P~NNING BOARD DATE LAHTI ENGINEERING & ENVIRONMENTAL CONSULTING, P.C. =~ 207 HALLOCK ROAD, SUITE 212 , ~ ~EW ro~x P,E, UeE~SE NO, 0~ (~ ~~ /~ -- N~ JERS~ P.E. LICENSE NO. ~7~51 ~ VIRGINIA P.E. LICENSE NO, 041658 NORTH CAROLINA P.E. LICENSE NO. 051093 WILLIAM J. ~HTI MASSACHUSEIIS P.E. LICENSE NO. 46~20 IT IS THE RESPONSIBILI~ OF THE CON~CTOR TO R~I~ A~ DRAWINGS AND DIST 1000 PROJECT: SITE: CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONVICT WI~ THE DOCUMENTS ~ R~ PER TOWN P~NNING BD WORK SESSION COMMENTS 5/11/10 RC WL SECT 102 ~z~,vz m m~ s,~c,nc*~o,s, s~ co~omo,s o~ *,,uc~,,_~ coo~s. , ,s m~ CONVERSION OF SERVICE STATION CONT~CTOR'S RESPONSIBILI~ TO NOTI~ THE PROJECT ENGINEER OF RECORD tN 3 R~ PER TOWN P~NNING BD WORK SESSION COMMENTS 3/5/10 RC WL 8LK 5 VALERO SgRVICg STATION ~,m~;. ~,,o, mm, s~*,~ o, co,smuc~,o. ,o, ,~so,u~,o, o, ~,, ,ssu[ BUILDING TO CONVENIENCE STORE F~LURE BY THE CONTRACTOR TO NOTI~ THE PR~ECT ENGINEER S~LL CONSTITUTE 2 R~ PER TOWN P~NNING BD WORK SESSION & NYSDOT COMMENT~ 12/5/09 RC WL LOT 26 *~o~A~ or ~u~ ,~sPo. S,,,.~ ,~ m~ ~o,~o~o, ro ~o~ T.~ s~o,~ 28975 ROUTE 25 RKGU~oNsOF WORK ~ ANDOEFINEDcOOES.BY THEALTE~TiOND~WlNGSoF ANDTHEsEIN OOOUMENIs,FULL COMPU~CEUN~SsWITH~ELOCALBy A 1 REVISED PER TOWN P~NNING COMMENTS /20/09 RC WL dOB NO. DATE DRAWING DWG~ REV CUTCHOGUE. NY 11955 LICENSE~ PROF., IS A VIO~TION OF SECTION 7~09 OF THE STATg EDUCTION ~W. NO. REVISION DATE DRWN APPR NO. R~ISlON DATE DRWN APPR 08-045 ~o/2o/o~ ~NDSCAPE P~N SP-4 UGHTING: EXISTING/PROPOSED SIGN ~ LIOHT PLAN ~ u~ms- "LS~ C.~LLE.~E~" WXTU~E W~T. ~OOW .~ P~ESSU~E SO~U~ U~UT SCALE: 1" = 20'-0" MOUNTED ON A 15 ~ HIGH POLE souRa~. (~) F~XTUR~S ~T~ ~0 LmS ~ (~) F~XTUR~S W~TH mO LEOS ~,_~. ~ I I I I I u~m~c ~U~LLY CO~TROL[E~ W~ ~ P~OTOa~LL. TH~ S~T~ ~S OPE~ l~ ~OURS I LAHTI ENGINEERING & ENVIRONMENTAL , CONSULTING, P.C. ~"' 207 HALLOCK ROAD, SUITE 212 STONY BROOK, NY 11790 CANOPY SIGN (ON ~ST FACE OF CANOPY): ~ ~, (651) 751-64~ PRICE SIGN - WHITE ILLUMINATED L~ERS WITH T~L BACKGROUND; 5'-0" HIGH X 9'-8" = 29 SF N~ YORK P.E, LICENSE NO. 068~77 NEW JERS~ P.E. LICENSE NO. 57~51 CONNECTICUT P.E. LICENSE NO. 25322 VIRGINIA P,E. LICENSE NO. 041658 NORTH CAROLINA P,E. LICENSE, NO. 031093 WILLIAM d. ~HTI MASSACHUSEIIS P.E. LICENSE NO, 46420 SPECIFI~TIONS ~SOC~TED WffH THIS PR~ECT PRIOR TO THE INI~IAqON OF DIST 1000 PROJECT: SITE: CONSTRUCTION. SHOULD THE CON~CTOR FIND A CONFLICT WITH ]HE DOCUMEN~ ~ R~ PER TOWN P~NNtNG BD WORK SESSION COMMENTS 5/11/10 RC WL SECT 102 .~w to ~. s.m.~c~o.s, s~. co.~mo.s o. e.uc~ co~s. ~ ~s ~.~ CONVERSION OF SERVICE STATION CON~TOR'S RESPONSI,ILI~ TO NOTI~ THE PR~ECT ENGINEER OF RECORD IN 3 R~ PeR TOWN P~NNING BD WORK SESSION COMMENTS 3/5/10 RC WL BLK 5 VA~O WRm.O. PRIOR TO THE ~ART OF CONSTRUC~O" FOR RESOLUTION OF ~E ISSUE. BUILDING TO CONVENIENCE STORE F~LURE BY THE CONT~CTOR TO NOTI~ THE PR~ECT ENGINEER SHALL OONSTIT~E 2 R~ PER TOWN P~NNING BD WORK SESSION A NYSDOT COMMENTS 12/5/09 RC WL LOT 26 OF WORK AS DEFINED BY ~E DRAWINGS ~O IN ~ COMPLIANCE WITH LO~ 1 R~ISEO PER TOWN P~NNING COMMENTS 1/20/09 RC WL JOB NO, DATE DRAWING DWG~ R~ LIOENSED PROF,, IS A VIO~ON OF SEC~ON 7209 OF ~E STATE EDUCA~ON ~W. NO, REVISION DATE DRWN APPR NO. R~ISlON DATE DRWN APPR 08-045 ~o/2o/o~ LIGHTINO ~ SIGN P~N SD-5 SHRUB BED TOPSOIL SHRUBS (2)- a/4 "REINFORCED RUBBER DOUBLE STRAND #12I WIRE (IWISTED) CEDAR STAKE 5" MULCH LOOSEN BURLAP AROUND TRUNK TOPSOIL MIX 25~ PE~T MOSS DAGWOOOS AND (~/EROREENS ONLY) MINOR TREES WIRE (TWISTED) I (2)- 5/4 ' REINEORCED RUBBER BO B' LONG CEOAR STAKE · 2" TO 3" MIN CALIPER I (VARIES) B" ABOVE OROUND 6" LAYER Of TOPSOIL LOOSEN BURLAP AROUND TRUNK J' TOPSOIL (25X MANURE) MIN. MAJOR STREET TREES PLANTING DETAILS SCALE ...................... N.T.S. IT IS THE RESPONSIBILID( OF THE CONTRACTOR TO REVIEW ALL DRAWINGS AND SPECIPICATIONS ASSOCIATED WII~I THIS PROJECT PRIOR TO THE INITIATION OF CONSTRUCTION~ SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE FO THE SPECIFICATIONS, SITE CONDITIONS OR APPUCABLE CODES, IT IS THE CONI~ACTOR'S RESPONSIBILII~' TO NOTIFY THE PROdECT ENGINEER OF RECORD IN WRITING. PRIOR TO THE START OF CONSTRUCTION FOR RESOLUTION OF THE ISSUE. FAILURF BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIRIUI~' BY THE CONTRACTOR TO COMPI_~IE THE SCOPE NO. L~S~"'~"N O PA_R. KING sLC~. ANYTIME SIGN ~ ~.~ "HANDICAPPED PARKING ONLY" SIGN WIDE SLUE PAINTED STRIPES, TYPICAL THROUGHOUT 4" WIDE BLUE PAINTED ON 45' ANGLE, 24" O.C. TYPICAL PARKING 8'--0" HANDICAPPED STALL DETAIL N.T.S. CONCRETE FILLED S~EL PIPE BOLLARD STEEL SION POST 12" x 12" CONC, FTG, SIGN ~'HANDICAPPED PARKING PERMIT REQUIRED & II DETAIL CONCRETE FILLED STEEL PIPE BOLLARD STEEL SIGN POST 12" x 12" x CONC. FTG. NO PARKING ANYTIME (1) PER NEW DENERAL NOTES SION DETAIL N.T.S. N.T.S. H/C STALL (1) PER NEW H/C STRIPED STALL 1. EXISTING SITE PLAN INFORMATION BASED ON SURVEY. ASPHALT PAVEMENT/GRASS- SEE SITE PLAN HEAVY DUTY CAST IRON MANHOLE FRAME & LID- REFER / TO SCHEDULE (CAMPBELL FOUNDRY OR APPR EQUAL) I PRECAST REINFORCED CONCRETE COLLAR PRECAST REINFORCED CONCRETE DOME iNLET PIPE WHERE APPL.~- REINFORCED LEACHING POOL COMPACTED BANKRUN 18" FOR 10' DIA, 10' DIAMETER GRADE RINGS WITH~1~ FILTER FABRIC COMPACTED BANKRUN 3'--0" MIN. GROUNDWATER STORM SCALE WATER LEACHING POOL N.T.S. 1 I/2= WEARING COURSE-ITEM 51F 5 1/2" DENSE BINDER COURSE 6" BASE COURSE, GRAVEL, I CRUSHED STONE-ITEM 201 PRIME COAT TO SEA[ SASE AND BOND PARTICLES J REINFORCED CONCRETE CURBING TO BE 18" DEEPC1.5" RADIUS AT EXPOSED TOP EDGE) 6" REVEAL CONTINUOUS OYP FOR 2) SUBGRADE COMPACTED TO MIN. 95~ STD. PROCTOR DENSITY SECT. PARKING FLD. IMPROVEMENTS SCALE .................................................. N.T.S. PAVEMENT/CURB NDTES~ 1. CBNCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH BF 4,000 PSI AT RB DAYS WITH A MAXIMUM DF 6Z AIR ENTRAINMENT, 2, EXPANS[DN JDINTS SHALL BE PLACEB IN THE CURB AT A MAXIMUM DF 16 FODT INTERVALS, 3. ASPHALT PAVEMENT SHALL DE PROVIDED AND INSTALLED IN ACCORDANCE WITH SECTION 400 'BITUMINOUS PAVEMENTS' OF THE 'STANBARO SPECIFICATIONS' MANUAL AS PUBLISHEB BY THE DFFICE DF ENGINEERING DF THE NEW YORK STATE DEPARTMENT DF TRANSPDRTAION, THESE REQUIREMENTS SHALL INCLUDE, BUT NOT BE LIMITED TO, USE DF A 10 TON STEEL WHEEL ROLLER FOR PROOF ROLLING AND COMPACTION, PRDDF ROLLING DF THE SUBDRADE UNDER THE PROPOSED PAVED AREA, SMODTH ROLLING DF THE PAVEMENT AT A MAXIMUM DF 4 MILES PER HOUR, AND PLACEMENT OF PAVEMENT DNLY WHEN SURFACE TEMPERATURES EXCEED 45 DEGREES FAHRENHEIT, 4, PAVEMENT SHALL MDT RE PLACED WHEN THE SUBGRADE DR BASE MATERIAL I~ WET DR FROZEN, ALL DEFICIENT AREAS IDENTIFIED BY PROOF ROLLING DR OTHER MEANS SHALL BE 9EMEBIEO TB PROVIDE A FIRM, SUITABLE BASE AND RE-ROLLED TD DEMONSTRATE THAT IT HAS BEEN SATISFACTORILY REPAIRED, REVISION DATE REV PER DRWN APPR NO. 3 REV PER REV PER TOWN PLANNING BD WORK SESSION COMMENTS 5/11/10 TOWN PLANNING BD WORK SESSION COMMENTS 3/3/10 12/5/09 TOWN PLANNING BD WORK SESSION & NYSDOT COMMENTS REVISED PER TOWN PLANNING COMMENTS 1/20/09 REVISION DATE DIST SECT BLK LOT JOB APPROVED BY PLANNING BOA,~D ToWN OF SOUTHOLD DATE LAHTI ENGINEERING & ENVIRONMENTAL, CONSULTING, P.C. ' ' MAY 13 20i0 207 HALLOCK ROAD, SUITE 212 STONY BROOK, NY 11790 (631) 751-6~53 , , NEW YORK P.E. LICENSE NO. 068377 NEW JERSEY P.E. LICENSE NO. 37351 CONNECTICUT P.E. LICENSE NO. 23522 VIRGINIA P.E. LICENSE NO. 041658 NORTH CAROLINA P.E. LICENSE NO. 051093 MASSACHUSETTS P.E. LICENSE NO. 46420 WILLIAM J. LAHTI 1000 102 5 26 NO. 08-043 PROJECT: CONVERSION OF SERVICE STATION BUILDING TO CONVENIENCE STORE DATE DRAWING lO/2O/OS SITE DETAILS DWG# REV SP-6 4 SITE: VALERO SERVICE STATION 28975 ROUTE 25 CUTCHOGUE, NY 11955 · · · · · · & · ~PDTTER RECHMMENDED FLAG TREE MIN. 100 FT FRaM FLAGGER MAINTENANCE AND PROTECTION OF TRAFFIC PLAN (PER TAST-G1UH) REVISION DATE GENERAL NOTESI ALL TRAFFIC CONTROL DEVICES AND TECHNIQUES MUST CONFORM WITH THE NATIONAL MUTCD WITH NEW YORK STATE SUPPLEMENT, 2, ALL LANES MUST DE OPEN TO TRAFFIC BEFORE I0 A,M, AND AFTER 3 P,M, 3, NO LANE CLOSINGS ARE PERMITTED DN WEEKENDS DR HOLIDAYS, 4, WHEN PLACING OR RETRIEVING TRAFFIC CONTRUL DEVICES, CONTRACTOR IS TO UTILIZE THE TRAFFIC CONTROL SCHEME FOR SLOWLY MOVING WORK AREAS~ 5, WHEN LANE CLOSURE IS REQUIRED, THE CONTRACTOR SHALL UTILIZE THE TRAFFIC CONTROL SCHEME FOR SNORT DURATION WORK AREAS, 6, NIGHTTIME LANE CLOSINGS WILL NOT DE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR, N/~- 0~- DW VID H. ~ ,~My D ZONED "/dB" ' xiZS£N/- I ZONED "HB" $ \ n: t~ F1 % ZONED TOWN REQUIRED VEHICLE QUE & TRUCK PLAN SCALE: 1" = 20'-0" N 40. REV PER TOWN PLANNING BD WORK SESSION COMMENTS 3 REV PER TOWN PLANNING BD WORK SESSION COMMENTS ~ REV PER TOWN PLANNING BD WORK SESSION & NYSDOT COMMENT.( REVISED PER TOWN PLANNING COMMENTS )RWN APPR REVISION 5/11/~0 3/3/10 1~/5/09 1/20/09 DATE LAHTI ENGINEERING & ENVIRONMENTAL WILLIAM d. LAHTI CONSULTING ' , P.C. , , MAY 13 20]0 207 HALLOCK ROAD, SUITE 212 ' STONY BROOK, NY 11790 - [ j i iI NEW YORK P.E. LICENSE NO. 068577 N~ JERS~ P.E. LICENSE NO. 37351 CONNECTICUT P.E. LICENSE NO. 25522 VIRGINIA P,E. LICENSE NO. 041658 0~1093 46420 NORTH CAROLINA P.E. LICENSE NO. MASSACHUSb~S P.E. LICENSE NO. DIST 1000 SECT 102 BLK 5 LOT 26 JOB NO. 08-045 PROJECT: CONVERSION OF SERVICE STATION BUILDING TO CONVENIENCE STORE DATE DRAWING lO/2O/O8 VEHICLE QUE PLAN DWC# REV SP-7 4 SITE: VALERO SERVICE STATION 28975 ROUIE 25 CUTCHOGUE, NY 11955 ~ ~ EXIS'RNG CONCRE~E BLOCK WALLS TO EXIS~ND 36"W X 6'-El= SOLID STEEL DOOR : :i ~'/////'////////////////////////////////////////'/.~/ REMAIN EXlSllNC NON-LOAO SEARING g~. BD PAR~ON ~ / EXIS~NG I~UMINA~D EXIT SIGN O~R DOOR / . ~ WALL TO REMAIN ~ / / UTILITY RM .~ ~PROPO~ NON-LOAD BEARING G~. BD 6 / '.=.'.-.'.-.v.-~ v.'.-.=.-.v.=.-.-;:: ~ ~E X G~. BD ON BO~ SIDES ~IOAL) ~/////////////~X (//~/////////~' ~/ ~////////////////~/////////////////////////// ~ / ~ ~P.OPOSE~ ~.'w x .'-.' boo..~ ~ UTILITY RM~ / / .... ~/ PRIVACY LOCKSET ~D CLOSER ~ / , c __; ~ ~ ~ ~ ~-o- ~..~os~ ~'w x o'-~' sou. ooo..m T X -- ' '" CUM // ~ADA ~ PROPO~D NON-LOAD~ , EXIS~NO NON--LOAD SEARING GYP. BP ~ Z I, 7'--~ I. ~,~ WALL TO t/RESTROOM X~ ~ PAR~ONBEARING G~.WA~BD :::~ - ~ PAR~ON WALL TO REMAIN ~ ~ ~==:===~ (2) E~S~NG 3O'W D~S TO B~ J~ ~FOR R SE~ ICE TO - ~ I RESTROOM /~ EXIS~NO NON--LOAD BEARING O~. BD ' -% ~ ~ ~.,...v......,v....j '-1" ~v.......v.....:v~.L. ~_ FORMER DOOR OPENING NOW SEALED ~ ~ : ~: ~ I I ', :-' gug~ STORE / I L ~ I. ATTENDANT'S ATTENDANT'S J J EXISTING PAIN~D G~. BD WA~ ON INSIDE AREA AREA J J ~ FACE OF CONCRE~ BLOCX TO RE~A~N ,, ij~////~i j~~ ATTENDANT'S ATTENDANT'B EXIS~NG I~UMINAmD EXIT Dian ~-.- / AREA AREA ~ J ~m EMERGENCY LIGHT FIXmRES , STOREFRONT GLAZING TO REMAIN IJ~////~l I -- ~//// F LO0 R P LAN- P R OP OS E D~x,~,,~ 2, HigH KNEE WALL WAS O~RHEAD GARAGE DOOR OPXNING BRICK ~NBER FACADE. ACCORDING TO / ~,~,o,o~ FLOOR PLAN- DEMOLITION ~ m CEILING- PAINTED GYPSUM BOARD O 11'-11" (EXCEPT UTIM~ RM IS UNFINISHED) / RESTROOM :: ~ BUILDING NOTES- J~, /;~ ~ :: ~ ':' ER ~ / 1. THE PROPOSED BUILDING MODIFICA~ON IS A CHANGE OF OCCUPANCY. AS SUCH, ~E ALTERA~ON ~, MUST COMPLY ~TH CHAP~R ~ OF THE "EXIS~NG BUILDING CODE OF NEW YORK STA~", 2007 VERSION (AS PER SECTION 306.2). / / 3. NEW OCCUPANCY JS CLASSIFIED AS GROUP M WI~ HAZARD CA'GORY · / P~NNiNG BOARD ~,, i', , ~__ . , . ~. /~' ,/. / . ,.. , .' '~, . . NT' I~ t° , gA~TL ENGiNEERiNG ~ CONSUgTING, P.C. ~_ * HATCHED FLOOR AREA REPRESENTS CONVENIENCE STORE ~/~0~ 207 HALLOCK ROAD, SUITE 2~2 ~' - RETAIL, STORAGE AND COUNTER AREA. ~ ~ ~X. STONY BROOK, NY 11790 CONVENIENCE STORE AREA IS LIMITED TO A MAXIMUM OF ~-~- NEW YORK P.E. LICENSE NO. 068~77 800 SQUARE FEET PER LOCAL LAW NO. 14 OF 2009. ~~~ NEW JERS~ P.E. LICENSE NO. 37~51 ~ CONNECTICUT P.E. LICENSE NO. 23~22 FLOOR PLAN- FIXTURES NORTH CAROLINA P.E. LICENSE NO. 051093 SCALE: 1/4" =1'~0" WILLIAM J. ~HTI MASSACHUS~S P.E. LICENSE NO. 46~20 ~ ~s mE RESPONSIBIU~ OF mE CONmAC~OR TO ~1~ A~ D~WINGS AND DIST 1000 PROJECT: SITE: SPECIFICA~ONS ~SOC~TED wl~ THIS PROaECT PRIOR TO mE INI~A~ON OF CONSTRUCTION SHOULD THE CON~CTOR FIND A CONFUCT Wire ~HE DOCUMENTS ~ R~ PER TOWN P~NNING BD WORK SESSION COMMENTS 5/11/10 RC WL SECT 102 RESTIVE TO THE SPECIFICATIONS, SITE CONDITIONS OR ~PLICABLE CODES, IT IS THE CONVERSION OF SERVICE STATION .~.T~.TO.'~ ..~.o.~,~,.~ TO .0~,~ ~....0~ ~..,.... O..~0.~ ,. 3 ~ ~. TOWN P~NN~N~ ~ WORX SESS,ON COMMENTS ~/~/~0 ~C WL BLX 5 VAgERO SgRWCg STATION WRiTINg, PRIOR TO THE ST~T OF CON,RUCTION FOR RESOLUTION OF ~E ISSUE. LOT 26 BUILDING TO CONVENIENCE STORE FAILURE BY ~E CONT~CTOR TO NOT~ THE PROJ~CT ~GINEER SHALL CONSTITUTE 2 R~ PER TOWN P~NNING BD WORK SESSION A NYSDOT COMMENT~ 12/5/09 RC WL 28975 ROUTE 25 OF WORN AS D[~NED BY THE D~WINGS AND IN FULL COMPUANC~ WITH LO~ 1 R~ISED PER TOWN P~NNING COMMENTS 1/20/09 RC WL dOB NO. DATE DRAWING DWG~ R~ CUTCHOGUE, NY 11955 UOENSED PROF., IS A VIO~TION OF SEC~ON 7209 OF THE STATE EDUCATION ~W. NO. REVISION DATE DRWN APPR NO. R~ISION DATE DRWN APPR 08-043 10/20/08 STORE FLOOR PLAN A-1 EXlSllNC NON-LOAD / ...................... BE^RING BO P^R ,ON / EXIB NG I"-GMINA O EX. SIGN O00R ~/////////////~ / ~////////////////~/////////////////////////// , ,, OFFICE EXIS~NO PAINED CML ~ RESTROOM ,, EXIS~NG NON--LOAD BEARING ~. BD EX,S~NG PAINED GYP. BD WALL ON INSIDE FACE iOF CONCRETE BLOCK TO REMAI~ ATTENDANT'S ATTENDANT'S EXIS~NG I~UMINA~D EXIT SlaN AREA AREA ~ J ~ E~ERGENCY LmHT FIX~RES 't~////~' ~ ~//// PROPOSED 23"X 152" SANDBLASTED SIGN MOUNTED TO FACADE (LITE CEDAR TONE BACKGROUND) GOOSENECK LIGHT FIXTURE (TYP FOR 3) (COLOR: BEIGE) EXISTING ALUMINUM CAP FLASHING (COLOR: LIGHT BROWN) EXISTING ALUMINUM CAP FLASHING (COLOR: LIGHT BROWN) STOREFRONT GLAZING TO REMAIN (COLOR. BRUSHEO ALUMINUM) ExISrlNG 2' HIGH KNEE WALL WAS RAISED TO zi2" AFF BY INSTALLATION OF CONCRETE BLOCK AND BRICK VENEER FACADE (COLOR: SHERWIN WILLIAMS IVORY) -- EXIS~NO STOREFRONT AND 6'W X DOUBLE GLASS DOOR UNIT IN FORMER OVERNEAD GARAGE DOOR OPENING FRONT ELEVATION (SOUTH FACE) SCALE : 1/4" =1'-0" EXIS~NG SHINGLED MANSARD ROOF (COLOR: MAIEC'S NANTUCKET LIGHT BIEGE) -- TRIM (COLOR: WHITE) VENEER (COLOR: SHERW1N WILUAMS IVORY) DOOR OPENING NOW SEALED Wl/H METAL STUD INSULATED WALL WIIH BRICK VENEER FACADE. ACCORDING TO PREVIOUS PLANS, TRENCH FOOTING lb" X WAS INSTALLED BEFORE WALl FILL WAS INSTALLED. GRADE EXIS~NG SHINGLED MANSARD ROOF (COLOR: MAIEC'S NANTUCKET LIGHT BIEGE) -- TRIM (COLOR: WHITE) STOREFRONT GLAZING TO REMAIN (COLOR: BRUSHED ALUMINUM) GRADE BRICK VENEER (COLOR: BHERWIN WILLIAMS IVORY) FORMER RESTROOM DOOR OPENINGS NOW SEALED WITH METAL STUD INSULATED WALL WITH BRICK VENEER FACADE. LEFT SIDE ELEVATION (WEST FACE) SCALE : 1/4" =1'--0' IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVI~V ALL DRAWINGS AND NO. SPECIFICATIONS ASSOCIATED WITH TRIS PROJECT PRIOR TO THE INITIATION OF CONSIRUCTION. SHOULD THE CONTRACTOR FIND A CONFUCT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS, SII~ CONDITIONS OR APPLICABLE CODES, IT iS THE CONTRACTOR'S RESPONSIRIUI'¢ TO NOTIFY THE PROJECT ENGINEER OF RECORD tN WRITING, PRIOR TO THE START OF CONSTRUCTION FOR RESOLURON OF THE ISSUE FAILURE DY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPFANCE OF FULl RESPONSIBILII~ BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULl COMPUANCE WITH LOCAl REGULATIONS AND CODES. ALTERATION OF THESE DOCUMENTS, UNLESS MADE DY A UCENSED PROF, IS A VIOLATION OF SECTION 7209 OF IllE STATE EDUCATION LAW. REVISION DATE DRWN APPR NO. 5 REV PER TOWN PLANNING BD WORK SESSION COMMENTS 5/11/10 PER TOWN PLANNING BD WORK SESSION COMMENTS 3/.3/10 12/5/09 PER TOWN PLANNING BD WORK SESSION & NYSDOT COMMENTS REVISED PER TOWN PLANNING COMMENTS 1/20/09 REVISION DATE APPROVED BY PLANNING BOARD TOWN OF $OUTHOLD DIST SECT BLK LOT JOB 1000 102 5 26 NO. 08-045 PROJECT: LAHTI CONSULTING, P.C. CONVERSION OF SERVICE STATION BUILDING TO CONVENIENCE STORE DWG# REV A2 4 ENGINEERING & ENVIRONMENTAL 207 HALLOCK ROAD, SUITE 212 STONY BROOK, NY 11790 (651) 751-6433 NEW YORK P.E. NEW JERSEY P.E. CONNECTICUT P.E. VIRGINIA P.E. NORTH CAROLINA P,E. MASSACHUSb) IS P.E. DATE DRAWING lO/2O/O8 EXTERIOR ELEVATIONS LICENSE NO. 068577 LICENSE NO. 57551 LICENSE NO, 23322 LICENSE NO. 041658 LICENSE NO. 031093 LICENSE NO. 46420 SITE: VALERO SERVICE STATION 28975 ROUTE 25 CUTCHOGUE, NY 11955 ~' / / :/ / ~/ (\\\\\\ n n // / / ;/ C\\\\\\ APPROVED BY PLANNIi~G BOARD TOWN OF, SOUTHOLD VALERO CUTCHOGUE FIGURE B TANKER TRUCK & PASSENGER CAR TURNING PATHS 03/08/10 1' = 40' / , / / / / m ( \\\\\\ ,. t ( \ \ \\\\ ASSOCIATES, VALERO CUTCHOGUE FIGURE A TANKER TRUCK TURNING PATH