Loading...
HomeMy WebLinkAboutSite Plan e � I 1 N0. O - MATERIAL SCHEDULE j Df U oCI 1 DOUBLE POPPET IMPACT VALVE z:.. ` `'.. =• --x-f -I ' DPW t OBHMP-5830 IMP ,+AFETY NOTE: "BettPrBy'D"IW f4. 1.210 1400 1 1A `1425 :_1270 2.000 fi". WHEN DISPENSERS ARE i -� R!L!!+�_±ao4 +aao 2100 3 1-1/2"X12" MALE x MALE SWIVEL FLEX TKIINKAIDATASHIR '0" •--•-•-La,� - 2073 2 `�' CONNECTOR-HOSE MASTER FSMS INSTALLED AS SHOWN EM THIS 16 1f ;.A.., ,w4_, 1200 18/70 DISCRIMINATING SUMP SENSOR, DRAWING, THE REQUIREMENTS • to Im"mifWuMnMuNdutm ovtoeNcTest � -L_._____ l__ _ ¢ OF NFPA 30A 4-3.6 AND 14 r fo1158psm•rye"h•than "6p-K Mtn.7nr A aw° +2w +8470_ A 4-3.7 REGARDING SHEAR !,?`"^ L npewnaotnermewtn.n&".a.a.s. + 7°00 +-� I VEEDER-ROOT7943J30-352 i 1840 2.Oa two -11-- 5 2•'x'-tj2" GALV. STEEL ELBOW - SECTIONS ARE FULLY MET. I ,w'° • *0Tp"MeY"the lncorpK•t•••mowed i"•6r.w x1011 RJIYt� �o 2.0111 I.poo . n. wlvt m4nufMwMhln.US byDMnilnM.50th raa.ors u. f�,tA1b 1sa 2.262 1100 Me"110" ttidNPAofAkrynmkoew.mbleuE6wand We M 2.160 2.600 90 DEGREE (USE BLACK IRON 0 DIESEL) .,A,oWo br iwdnt ylb)l ffW fr.,l.ct na.n/encaJ.,K n'A Mtn¢:4 7.72E... .2, 2400 1ncAt0.4 toot votm 742.7 ii2S 2:_.3.000 6 NOZZLE OPW OR CATLOW ; -"��•t Sx000 7 SWIVEL - HUSKY • ,•nt+la NNnkw,wMm ow Nrnp.solr wt.y to 30 x510. R JANE 260 Optionalwe nond14 ckmN ldosirwoo+4rl Waw vw,*&x4n 1 2.6°C' :.200 5.700 �,. n to•etestodact ISM4. faa96+1•,• 7140 ,.aa 5100. 8 i 3 4 RIGID CONDUIT _ 961.00, -'°0° +.96= 3+00 " '•' 10 GOODYEAR "x9' FLEX-STEEL HOSE • troNoror(4+MW blow two or mll.Inl.Mce,ts be earrocue 'M 3.961.1 7.130..... t./0. .-2.100 .'4d- 11 f«oN""'""'"'""{*wnyla..wt,Wt""°'°' 1M1.1"7Q- 3454 :8077 3.100 T{ 30 1 1 DISPENSER SUMP - DPW FLEXWORKS 4m 03bvo2.11c1c.4m1n1tl,yo.reerwm.nul.ctwWh ,MJ{d.4�-„14°04.574 3.•00-, 1a '° FIBERGLASS. SIZE TO MATCH DISPENSER _ 196 by oMnmoo R17.162.T 7.460 2�i! 7.•00 110 4.4 •••'�:-„1-•...••_. MS*3a _ _ I. ._a.C20._.! 2.00 tIb_ 6.0 { Y ;:':'M`...... �' © p�'"a't 7°°° ''00 2'00 1°0 "' 14 BREAKAWAY-HUSKY SAF-T-BREAK VALVE OJnwnobrlo:Opro hr W h,po,Nt 5968 rn Revrw 3000 © Q AA AA3'�" '''°o lo'0 7300 15 GOODYEAR 96"x12" WHIP HOSE 1-2960 2,424 2.200 M2A I•...:1.::_l.7 -i ! Q Q Q Q M,1�,41 1a,__ 2446 SA �! 18:00' '-`aA70 12.700- 17 1 JUNCTION BOX - CH GUP215 1...:.:�...... : . .....__.... a..1„ 18 2" TERMINATION FITTING W/ TEST VALVE iu4wlq++•,._....__44°0__, e o a.Soo OPM #RA2,7X2.4 PULL BACK AFTER Ils.:_ t:v rn:r•.x. •. - fA• ,t1,1 �.6a I 1.340" 1400_ rrtl g RA+.0.11 Ileo +0 _1407_ TESTING) ,f p• NA4 4.{60 ' 1.960 1400 i? RM.14:c4, _y. 1 2126 "z,eoo 19 SEAL OFF - CH EY D2 4°°0-iT7A0° 280.0 2O 2" FLEXIBLE ENTRY 0 � � }•I ' �- 7 PIPING-DPM #8S-2.7R BOOT FOR LCX ' - i• RA{8083. '`-6.Of0 J,100 7,400 NOTE: ADD•SECOND NOZZLE O r! 10 47 ^+ ► F1K11ucY�f13to14cT,""' 0 _.. "3+1" DISPENSER ONLY «• RA/._,4 4400 7.400 x.400 I i f a" • L3 o.tr.Iro1%4*1dkV PAX.WI RA 1.0134 {Ttq � S�1o0 a11T 26 STABI_IZER MOUNTING BAR KIT (SEE PT-1 FOR LOCATION). I` kA tilted w"106Fraka.L4«r, wgww PA 1,Wa 1:340 j_11o0 3416"YA 35 1 2"x64 LONG ANCHOR BOLTS t ,914 fretecok ,/ [5' 0 1-1 r aaaver a.w.- 240 4.160 3,lo 1I�i - Mefjal4 1s LOOW ill 36 STEEL ISLAND FORM SEE PT-1 FOR SIZE) 11104.71141 1 38 3/4" FLEX'BLE ENTRY BOOT - .. "f 1176 i/m 343030' CPM #4S-1.1 ,. .:`,,�be+u c•iTNaw. ,T &M 4AN 7,430 3"-`T ++ •��wt W 39 2" DWFRP PIPE AMERON -LCX 43 FRP ADAPTOR 2" FEMALE FRP x 2" 2e MALE NPT TYPICAL PIPING TEST BOOT DETAIL 46MPD (BY OWNER) SCALE, NTS 47 U-BOLLARD 7 17' • 't 38 3 3 i TO LEAK D--{ --ID--H _ 4F; DETECTION PANEL E r I C f l uiD� •� •�• �- tA „ ' I NO, Q - NOTES 17 HI 5 A B A Q1 PEA.GRAVEL BACKFILL. NO SUBSTITUTES. 4 SEE SUMP PROBE I -J 1 O PIPING SHALL BE LAID AND CONTINUOUSLY 0 20 MOUNTING DETAIL 1 ON SHEET PT-5 L 2 SUPPORTED ON A 6" COMPACTED PEA 5 NOTE: ADO THIRD PRODUCT LINE O GRAVEL BEDDING, PIPING SHALL NOT BE "3+1" DISPENSER ONLY (SEE PT-1 FOR LOCATION). SUPPORTED BY BLOCKS, PLANKS, OR OTHER D BRlS. Exl•It0{ inM1I01 Vl•w 1 3 ALL ENTRIES TO BE PERPENDICULAR TO +^ CONTAINMENT SI;MP. _A .,A .+; 0 4 . DISPENSER ISLAND LONGITUDINAL SECTION ., ''' WA ata 1212 74{•1.4 1.210 1 WA 1 WA 1 C. 4,4f1 ,202 N.T.R. T�641 -13N I WA +.1x1 0. j 4.41E I 1212 471.1 WA A 1./}e o.w 1.3)'6 I 0.742 741-t.1 t.W itA�; WA -1170 0.2°0 Sm I sju • ,.T 1 TTS A WA 1626 0.2 1AM I /.711 1.050 WA WA 1. 0n M 1 62U 48-2.0 2A10 WA MA 1134 0.290 4776 0.312 4841 2.ta WA WA1 0.210 1474 6.70J DISPENSER 40 .4 2,490 WA WA 1.424 0 An 1.2°2 4{1.0 2 NA NIA I A" D 6.3ft . 4114. 2.720 WA Not tan t a. 7 •WA U ,106 0200 1,702 44 0 3 NM WAt. 6 0,700 4.276 6417 i" RAIN LIP 4w.a Sao WA WA tele 0.260 e, 11.212 DISPENSER SUMP FRAME 74/-3.8 1 WA +.{74 o e.2@ ANCHOR BOLT MOUNTING FLANGES Ta PIPING UNIONS 4.1 1 100 1 WA I WA I ,ea I aIM I /Aa "76 UD I DISPENSER ISLAND , 35 T.,p64A 177 WA SW T WA ,100 low I 0 1656--r-1 •50{4. 4660 W WA t. a 1.000 {IT{ ASPHALTIC T•1 A 4. WA WA + 02np 1170 CONCRETE SLAB v EXPANSIONJOINT T•t o 5807 WA NA 117 020. 1. 1f/1 T•1 .! $10 'WA A 1.740 i 25 I'�i -1 4 Soo :WA WA 1877 0.260 4260 P. ,,a. T•12}LT GATE WA WA tTa 0200 ' +, IwwwM3wrrwYrrwthw/rw.w.w rr.,<Y rrr 4.rw"r J Mud r4lanf i "3 Nuo 324 2154' 0 ►snw.eon 40 ml 4 ,DMus r410nf1 41 ml lalIII t!r D 4 SEE SUMP PROBE 1 ►1nro74en w dr ml t7 0 t2"A7stik t ONUSHEET PTT-5L AIL 39 2 3 20 5 11 PF 16 of 41 MAY 16 20 I �l ,�T�-_x-. T: I E i BOOT DETAIL ........._.._.._._._._.._.._....__-_ APICAL FLEXIBL RY '. SCALE: NTs So010i'd Town Planning Board 1 i DISPENSER ISLAND-CROSS SECTION • N.t.S. � ' JUL 11 2016 Southold Town - ------- ___ ___ Plahning Board VENT VAPOR 6' CONCRETE W/ 1 LAYER FLUSH SURFACE 1' MIN. CLEARANCE 1 2 3 9 GASOLINE DIESEL / 6x6xW4.3xW4.3-W.W.F. N0• O - MATERIAL SCHEDULE ' MOUNT MANHOLE RETURN LINE 6 1 Z OR @ OR® ASPHALT 1 DOUBLE WALL FRP TANK W OILY IN]ERSTTrW �:•:'•,'• " 10' MIN. (INCLUDING 2' •' E C CS (SEE PT-1 FOR 7 ' •` �' 2 42 FRP CONTAINMENT SUMP F •� �.•, MIN. THICK ASPHALT) OR ^ �, ti 10' MIN. (INCLUDING 2' 3 3 4- RIGID CONDUIT 'A 4 I THICK CONC. 4' �T /� � MIN. THICK (INCLUDINOT)4oR G PIPE - AMERON DUALOY 3000 L 4 rr� :� THICK CONC.) 12 PIPE - Y 4 Vj », I "c7 6. 8. y n SPILL CONTAINER - FAIRFIELD +SC-S (NOT TYP. n PIPING MIN. IN. . � CONNECTED TO MANHOLE COVER W/ 1' MIN 4" 6" PRODUCT PPIP ~ DOUBLE CLEARANCE PER SCDHS REGULATIONS) 1 6' 2' THICK STYROFOAM z 13 4' FILL CAP - BW 777-201-01 PPUNDERSI OV R AD ASE, 14 4'x4" SWIVEL FILL PIPE ADAPTER - #778-30,-01 _ 19 JUNCTION BOX - CH GUP215_ t F: AMEKON PIPE TRENCHZCONCRETE ISLAND MAT DETAIL ,20 SCAL yam RISER �LENGT„AS REWIRED VENT T RISERS p SCALE:Nr5 21 4' EXTRACTOR— BALL VALVE 311 t rr PW 9 N 22 OPW AUTO UT-OFF DROP TUBE r 24" DIA. FRP COLLAR 29 2"OALV, �l%PPE BONDED TO TANK BY FEMALE FRP ADAPTER 3 I ROTATE TEE 45 AND INSTALL TANK MANUFACTURER FRP 45' ELBOW SEE ENLARGED 30 3'OAPIPE DETAIL BELOW 31 2' MALL NPT NPT X 2- FEMALE FRP ADAPTER 2 FLEXIBLE ENTRY BOOT-DPM eS-2.4 Tu 41Y ELWW 33 3 FLE%BLE ENTRY BOIDT-DPM /6S-3.6 1 _ NOTE: 3S 3/4*FIEXMLE ENTRY BOOT-DPM 4S-1, FITTING WALL REOU#RES 4"MINIMI JUMP-OVER 43 2' OAIVAHN2ED ELBOW SPACE BETWEEN PIPE SURFACES. 44 3'OALVANIZED ELBOW ISLAND 45 IMI NG UM SENSOR, VEEDER-ROOT /714380-332 NISTRUt� Q�oOJC+� S S! MANWAW22'DIA.tt PIPIE CAP C' 57 u AMP k BOLT NUTS UNDER ALLEEL TANK NKLAQ� OQ� CL59 2- x 2' UMSTRUT OPENINGS ) I 60 2'PRESSURE• CA90> VENT- tm 1 G: ISOMETRIC DETAIL OF PRODUCT °t VENTRCAP 0 GASOLINE VENT-OPPWO" -.I THREADED- FINISHED GRADE FINISHED GRADE PIPING JUMP—OVER ARRANGEMENT #523V-3200 9CALf.• NTS 62 2' UPFLOW VENT O DIESEL TANK VENT jA: FILLt SUMP DETAILs4 RISE30'R DUAL ACCESS 02s 0033 sCAtE:Ars COMPOSITE 011) SLOPE TO MANHOLE COVER: FISRELITE FL760 TANKS 0 ,ti., r _-....._.�._,. ..._ 65 40"0 DUAL ACCESS MANHOLE COVER w; 1" MIN. CLEARANCE 1/B'/FT. MIN. pA(4jYfl _ \ FCENTER EARED PORRTT - FISREUTE /FL1DO W/SKID ELEVATION 7D,; VENT RISER DETAIL aROFILSCALE,NrS E ��" 1 -w _ ....�__._.___ 2" THICK L4QIf.S (!1? T\_/ - ----- ---' STYROFOAM PAD 1. IF VENT RISERS DO NOT STAND AT LEAST:3' A y �, UNDER COVER IN BOARD FROMI EDGE OF CURB, INSTALL STEEL 2" MIN. 1 BASE, ALL SIDES U-BUMPER FOR PROTECTION. =�- 2. SEE PT-1 FOR LOCATION OF VENTS. ,.,' MNf�eNrF6MY�M►''� ' ' 4'• ...-wwn+1T,I�ni►r.�,T� , C di5� " "JLxrlp Over Cross-Over J urlTl►Cw1T ' CrowOver U410 f"will _jrj.) (mm) (1n.) (mm) (in) (mm) .�_ In. mm tn. mm ® c� ._) 2 2 50 )'h 180 12% 320 37• 135 9 227 {REFER=TO'SUMP'SENSOR a 00 TO'I 260 18% 42750 7%' fes 1�'h265 5 Ear NPCT-DE)TAuS-sEE �- - NOTES H: HERON 'PIPE JUMP'-OVER., DETAIL U.5'MSE ONCRETE R" FTI°"' ^LL MANNHOLES 5 FLOATETACTOR /OCAGE dcMmwm ersaw UL SCALE' NTS U2 (REINFORCING TO BE NO LESS THAN 2"AND NO MORE THAN 41,FROM SURFACE.- FILL RISER 3 'REINFORCE CONCRETE SLAB AROUND (BEHIND VENT) MANHOLE WITH 3-/4 REBAR 2'-0' LONGER o I DFC NOT THAN MANHOLE DIAMETER ON ALL SIDES. 1 _ -- — L� r fxYrolonsraoMK J ' DEC LABEL TO DEPICT THE FOLLOWING INFORMATION E REW 6' 2N SIDES OF X, -,, (FILL IN 8.ANKS AS DEPICTED BELOW: O4 PEA GRAVEL BACKFILL(NO SUBSTITUTES) Clamp `"TANK INLTALLER CERTIFIES THAT THIS TANK 6 SINGLE 3/43 Durr.TO N TANK, LOOP BETWEEN CONTAINMENT SUMP ANO d WAS INSTALLED ACCORDING TO NYS DEC PBS INTERSTRIAL SENSOR. PROVIDE SEAL-OFF IN REGULATION 6 NYCRR PART 614. THIS TANK WAS BUILDING AND SUMP. CONTAINS ONLY LOW M6dl),E GRED ON L)ATF BY MANI.I`ArT'L .1?E0 VOLTAGE WIRING FDR SENSORS. STEEL STRIKER PLATE ' + MODES UNDER ALL TANK io P c (MANUFACTURER'S GALLONS R { Y LIS ,REFER TO THE �8 4� PSI/ !" THICK TANK PAD- S 2 MANUFACTURfR'S TANK WARRANTY LIST FOR 7i OF w�PE�RS IN, a 6xANCIE BETWEEN - STAGGERED I' I / VOLUME OF PETROLEUM ADDITIVES THAT MAY BE STORED RMAR• MIN, �ALL ROULADE of OPENINGS PROP. INLESSS WITHIN THIS TANK" STA B: FILL„/VENT/VAPOR RECOVERY SUMP LATERAL AL SECTION ® MOUNTING T stN�oRITO'TEE RIGTD j(Q)jjy77YG THLr 9YNSOR USING �?12��� STEEL CLAMP UO INSTALL REAM ALL (KID FOR FULL PIPE BORE, 15K REGULAR_ GRADE_ STORAGE TANK ONLY �" _ _T1To FxslorT Bn►cx� GC TO INSTALL (AMINATED AILMINUM ® CONTAINMENT ID MAKER COVERS SHALL BE � LABEL TO DEPICT INFO. 'REQUIRED PER PRIMED AND PAINTED ACCORDING TO PLAN VIEW NYSDEC CODE (SEE DEC NOTE) SPECIFICATIONS. $CALL•NTS ALL-BURIED STEEL P E TH M �""► CATHODIC TAPE ® PIPING SHALL BE WD AND C6NTTN000SLY (REFER TO SUMP SENSOR 0 1 ¢ I� DETAIL. OF DEC REQUIRED TANK LABEL SUPPORTED INA 6' COMPACTED PFA ZR O,NO SU -SEE soft Nut SUPPORTED BY BLOCKS, PLOW S. OR OTHER SHEET PT-6) FROM V/R MANIFOLD '.1i0UVTEp TO FILL RISER DEBRls. NOTE: sr.u. Ars ® ALL ENTRIES TO BE PERPENDICULAR TO MAINTAIN 4' MINIMUM STRAIGHT LENGTH ONTAINMENT SUMP, B OF FIERGLASS PIPE PER PIPE 6 14 3 0 MANUFACTURER'S REQUIREMENTS TO 8xwedw8mck" Cawnv PERMIT ELIMINATION OF FLEX CONNECTOR. 0 Op XQI,Q( WG TEE SE>r{,gOSI,.IPL.ra_DZ LASER PATS ws TANK CE TANK CE E: VEEDER ROOT SUMP PROBE MOUNTING_ OPTION5Z DETAILS MAY 16 2017 Nrs SUMP SENSOR INSTALLATION NOTU.' B 2 5 B 1. THE SUMP SENSOR MUST BE POSITIONED AS CIOSE TO THE CONTAINWENT Si:MP OUTER WALL AS POSSIBLE SDUthold TOWn - 2. THE SUMP SENSOR MUST BE MOUNTED IN A TRUE VERTICAL POSITION TO ENSURE PROPER OPERATION. Planning Board 3, THERE MUST BE AT LEAST ONE INCH OF CLEARANCE BETWEEN THE BOTTOM OF THE MOUNTING SIFEVE AND , 3 THE BASE OF THE SUMP. M 4. WHEN INSTALLED, THE SUMP SENSOR MUST REST ON THE BASE OF TH°SUMP. 5, THE WIRES BETNak TFE MONITOR AND EACH SUMP SENSOR LOCATION MUST aE OF A TYPE CESTGNED FOR USE IN THE PRESENCE OF GASOLINE AND OIL,,AND MUST BE BETWEEN AW. 14 AND AWG IS. THE CONDUIT MLIST'BE PROPERLY SEALED IN ACCORDANCE WTH THE NATIONAL ELECTRICAL CCOF+NFPA 7D) 9 1 1¢ AND THE AUTOM011vf AND MARINE SERVICE STATION CODE(NEPA 30) SIVCE THEY PASS FROM CI 1, 9 1 ¢ DIVISION 1 OR DIVISION N AREA INTO A NON-HAAZARDOUS AREA. FILL RISEROM VENT (SLOPE O 1/8"/FT, 6. FOR STP SUMP PROBE INSTALLATIONS, SELECT A POSITION FOR 111E MOUNTING SLEEVE IN TK; SUMP AS FAR MIN. TO TANK SUMP) AWAY FROM THE SUBMERSIBLE PUMP AS POSSIBLE. DG NOT MOUNT TO STP UNIT 1. ' 7, EPDXY SEALANT BAGS ARE FOR Tip%RE NUT CONNECTIONS CNLY1 IMPROPER SEAUNG OF 1H:CONNECTIONS 'r C+ FILL/VENT/V '�R RECOVERY SUMP HORIZONTAL SI�CTION WILL RESULT IN INACCURATE SENSOR READINGS AND POSSESLY FALSE ALARM CONDITIONS. JUL I 2W ® 15K REGULAR—GRADE STORAGE TANK ONLY 8. INSTALLER SHALL FOLLOW PROBE MNUFACTUREIR'S INSTALLATION GUIDE 311PPED WITH PROBE UNITS FOR $CALL'NIS COMPLETE INSTALLATION INSTRUCTIONS AND PROCEDURES. I Plannhold TOWD - ---- .---- gBoard W! 40. O - MATERIAL SCHEDULE 1 2 O 8T ®4.J 4' TANK DEFLECTION PORT DOUBLE WALL FRP TANK W�DhT INTERSTITIAL RISER W/ THREAD-ON CAP FLUSH SVNiFACE SPACE - BY CSI SEE PT-1 FOR SIZE MOUNT 4ANHOLE ® 1 2 3 O 2 3 Q ®®4'TANK DEFLECTION PORT 2 42' FRP CONTAINMENT SUMP j RISER W/ THREAD-ON CAPRIGID CONDUIT 7 2' DWFT2P PIPE- ON LCX 6" MIN. z' v:' 9 2" FRP PIPE - AMCRON Dl1ALOl 3000 < '• MIN. « !� e ., ro 10 3' +RP PIPE - AMERON DWLOY 3000 L ;G�' (TYP.) 'i t UN" % CH GUP21 S € 4 _ ON OFF r w•.;.,. : \s 'L -- _...__...,. ,<4Y 20 GALVANIZED• J 1 4' 21 - t` � v' - . . LENGTH AS REGIAREp 2' MIN. flYROFOAAI NO ''f+ _ dALLFLR gW W/ GUT 311 300-0i (IYP•) 4 UN00!COVER c 8 I I IIAU Na. IU SIDn \ 2' MiN. 2 � " L I TANK GAUGE - R ROOT MAC 1 i 2 slDcs 3 r tlrRorOAM PAo (TYP.) ST PAO 22 2'OALV.TEE•lr+HDN 'Il ; 2 uHOER COvlR � f.-r., ' p 24 BE CAP k ADAPTOR KIT - EBW 90036 6_1 ®O = 12'MIX.P"UNON Of' ;;1 x:i" 4 O 25 3" GALV. STEEL PIPE B B 4" TANK DEFLECTION PORT WN-M TALLIC►INRNO 4 h 26 2" 90 CALV. STEEL ELBOW (USE BLACK -4 9 j w 3 -•4 RISER W/ THREAD-OV CAP �'1 G 4 � :=I. C II ON 0 DIESEL) 9 ((�' - MALE NPT X 3" FEMALE FRP ADAPTLCR 3 V(REFER 9 7 1 I 3 I 31 2 MALE NPT X 2' FEMALE FRP ADAPTER 9 PRODUCT PIPING F 3 NTRY BOOT i PIPINGxOPM /BS 2.7RLC% TDISLANDS TO SUMP REFER TO SUMP FLEXIBLE ENTRY BOOT-DPM BS-2.4(SLOPE TO TANK MOUNTING PRODUCT PIPING(REF R TO SUMP 2L J_ SIPHON PIPING ENSOR MOUNTING (SLOPE TO TANK 34 " F %ISLE ENTRY BOOT-GPM BS-3.6 ® 0 AILS-SEES 9 O 1/6"/ FT MIN.) SHEET) Now=-10N THIS (SLOPE TO.MASTER ®DETAILS-SEE SHEET 9 ( OPEDS 35 4"fLF3fIBLE ENTRY BOOT-DPM -1.1 SHEET PT-5) 1 14 TANK 0 1/NS"/FT. �T-S) 11/8-/ fT MIN.) 36 2P�ERMIN�x2 4 FITTING W TEST RALVE ' MIN.) + 7 14 I 37 4 GALVANIZED THREAD ON PIPE CAP I 39 AIOLV R RYSREAK - OPW 1C-2100-DEUR 40 V/R SWIVEL CAP W/ADAPTOR t NECK VALVE 41 -MALI: SWIVEL t EMASTER RRESHIELD AFSMS 2'x12" 2'4 DRDP--•� ii 42 " CALV, PIPE NIPPLE TUBE 0 1 I 43 -1/2NP SUBMERSIBLE PUMP - FE PETRO SIPHON i STEEL STRIKER AS ISG IMI PLATE UNDER A.L. VEEDER_ROOT 794360-352 STEEL STRIKER PLATE TANK OPENINGS UNDER ALL TANK N N � FIBRFLITE MANHOLE COVER /FL100 OPENINGS STEEL STRIKER PLATE W/ SK10 FLARED SKIRT Li "a OPCFUNDER N NOS ALL TANK 47 2" FULL PORT JOMAR BALL VALVE 200 PSIG I I III WOG (JOA-100-708) (USE RACK BION 0 4d MECFIANICAL UNE LCAT( DETECTOR 49 3-FRp 9O ELBOW A: REGULAR GRADE GASOLINE (MASTER, STP D: REGULAR GRADE GASOLINE SLAVE) STP SUMP F: HIGH GRADE GASO I �° °'�'"i"'i1Mp " !°WS°R SUMP LATERAL SECTION LATERA � DI SFT 5 2YV�V, 97 7OLBOW 00_NT _LATERAL STP SUMP LATERAL SECTION 55 WAY 22 DIA. ; SCALP NTS SCALL NiS SCALP N!S 01 14 0 14• FROM V/R MANIFOLD FROM V/R MANIFOLD 6 4 34'13 — NOTE 6 4 PRODUCT PIPING TO r SLDPE CONCRETE AWAY FROM MI ALL Y p 3 - s `- \ .- DISPENSERS MR\ \ • 1 RS OVER 12"RUN LES J., - - - g 4 _ r► • PRODUCT PIPING U2 REINFORCING TO BE NO LESS TMAN'.2+ AND r / 6 1.1 3 13 TO ISLANDS NO MORE THAN 4' FROM'_: SURFACE. . (SLOPE TO TANK Uj REINFORCE CONCRETE 'SLAB AROUND 4 '•.`� )' / '.\� - O 1/6'/ FT MIN.) MANHOLE WITH 3-/4 REBAR 2'-0' LONGER ��� 7 1 4 /"Y • 4 -. 7 1 THAN SOLE DIAMETER ON ALL SIDES, 1 • 6 ` % PLACE,REBAR 6" FROM SIDES OF BOX. (SEE ! _4 - / .:4 O'DETAIL "E"-.ON SHEET PT-3 ~ A 1 Q PEA'GRAVEL BACKFILL (NO SUBSTITUTES) .. SINGLE 3/4`-CONDUIT TO EACH TANK 2 SUBMERSIBLE PUMP. PROVIOE SEAL DFF AT TANK Q TANK CL0 BUILDI G WIRING TROUGH. CONTAINS UNE {f 0 5 TANK O SINGLE 3/4' CONDUIT TO EACH TANK. LOpP / O 4 y� 4 BETWEEN CONTAINMENT SUMP AND 3 RI TANK DEFLECTION PORT 3 'EYF BUILDING SENSOR. PRD'.9DE SEAL.-OFF IN SER W THREAD-ON CAP F AND SUMP, CONTAINS / � I- ONLY LOW TUlINOTOPp1STP ,� • 9 • 9 -4 VOLTAGE WIRING FOR SENSORS, ! �PORT 4" TANK DEFLECTION PORT 3 Q ���� J U8 4000 PSI/ 6'THICK TANK PAD WITH 2 5 14 3 ♦'�� RISER W/ THREAD-ON CAP �'¢ 7 1 4 3 PERS ,W.M. 6X6-W5.4XW5.4 - STAGGERED / 2" MIN. CLEARANCE BETWEEN MOE OF 7 ®t\ /4"TADEFLECTION PORT Nk R EDGE OF SLAB ALL AROUND 1 5 14 3 f NK RISER W/ THREAD-ON CAP NOTE: NOTE: U9 REAM ALL RISERS FOR FULL PIPE BORE, MAINTAIN 4' MINIMUM STRAIGHT T ENCTH OF Z MAINTAIN 4' MINIMUM STRAIGHT LENGTH OF E SIPHON PIPING (SLOPE FIBERGLASS PIPE PER PIPE MANUFACTURER'S SIPHON PIMA (SLOPE FIBERGLASS PIPE PER PIPE MANUFACTURER'S I-_ TO MASTER TANK 0 ® PIPING SMALL BE LAID AND CONnNUOUSLy REQUIREMENTS TO PERMIT ELIMINATION OF TO MASTER TANK 0 REQUIREMENTS TO PERMIT ELIMINATION OF 1/6'/FT' MIN.) SUPPORTED ON A 6` COMPACTED PEA FLEX CONNECTOR. 1/6`/FT, MIN.) FLEX CONNECTOR. 9 1 14 GRAVEL BEDOINC. PIPING SMALL NOT BE FROM VENT (SLOPE O 1/6"/FT. 9 1 SUPPORTED BY BLOCKS, PLANKS, OR OTHER i YIN. TO TANK SUMP) OM VE (SLOPE 0 1/8'/FT, ® ALLv SUMP PERPENDICULAR TO MIN. TO TANK SUMP) H: REGULAR GRADE GASOLINE (MASTER) STP E: REGULAR' GRADE GASOLINE SLAVES STP SUMF G: HIGH GRADE GASQLINE� D_ IESFT SUMP HORIZONTAL SECTION N� HORIZONTALI SECTIQN STP SUMP HORIZONTAL SECTION SC�I.E NIS SCALE' NTS NOTES: 1. MAINTAIN 4' MINIMUM STRAIGHT LENGTH TA FIBERGLASS PIPE PER PIPE MANUFACTURER'S REOUIREMENTS TO PERMIT EUMINATION OF FLEX CONNECTOR, *2, VAPOR RECOVERY O KOH GRADE TANK. ONLY, INSTALL 4' PLUG O DIESEL 1 2 3 8 MAY 16 2017 Southold Town , I Planning Board 1 10 v/R-w" 0 f • . � � � l�J � U U 'L� REMOTE VAPOR VAPOR RECOVERS JUL I 1 2016 DRYBREAK DETAIL SCALE NIS .. Southold Town Planning Board AlNIALT FAIW B YcmWIT Lm MATERIAL SCHEDULE I b t'-D"y As-a 3/e• (TANK) P _� D" i q i 1 DOUBLE WALL FRP TANK W/ DRY INTERSTITIAL SPACE - CSI (SEE -DRECT FILL PLAN FOR SIZE aow FAx ("YA"Nau MAW MDIRECT AWME` E VA M E SL 2 42" FRP CONTAINMENT SUMP - 1 li I, I!.I k ' N" i �' yy NTR / "i '1•-t ;�il__ is NF�NOPIOAYECRIl )OIP4A R�[Q N MNn,(As • �•r' :'6. ), I �Mo Fpt CSI (WATERTIGHT) I �},.Y^1 z i•','' `ry;�" " AOQ� r �I Ii a , �; P '' 11ANNCLt L yf^'�'y.' ��h• y�.••,• SRNs I 1 '' j e a n ` i•I I� i +.; " ;i ,� ?q tilt "ki rk F, we TANY `4� jW wR+,osm, 66 PNEUMERCATOR LC1 HIGH op sLMrARr r 004 B ` m sLAr t �: g N -:t_, V 1 µ +r LEVEL ALARM DA MCI i ! 3'>;: t't °:x�..',t,. t.'I ! Ir�• a T i �.;:;,. •{nry)Y 'i;,•,: r.T N NEL *~•' II x.'11:,jITi,T• !; ,.� '! I h i 'Ti :.t1'Tt;T h ,1! U», c p �.Yifa"sf:i�f 5 I' 8 D W'�KIACK�ttuN :+.`.;i. ,r {TY►.) Rldt A !'7i' 1: I ' d �� S vitt;;:e•;i��.f h i 1 '.i" ;1i 'I '.'�fy, ocrom t,iM1 llf. �Ar. �''., � t F ! •.T. i i '� .,44 �75,,�7 n� '! ' .! I F�;:.,.'..• Y;77 a m � rsl it� , ,� � I� l:� 4� _ A••-.T=:,:-,. 4 I i. d� .,rT•.. ..i:?:..'.Y:': � Two,Y LRTs or uAotnu,--. a'."�.:•, t • 4.����. •�•, .� i � � I p :�. I ii� t � ti .i � '+ ! ;� �A J: "• � 'S,r.�J,'' � Mase tAa Lrr :� a.T7 i ,•(_tX•a' / �. -+� I 5K REGULAR GRADE GASOLINE jl d ti k• J I t E e ',) j ('' i a ) ft'' r ��•<) n' j`q....h"=. NOT (SLAVE) 4 5K HIGH GRADE GA ` p 3 N 5K DIGESEL i ? c -�` !'._S{.adv ._c .C.�:i:,�`I t i',' r/ x ' N0. O ES: I V D SOLINE ) -i1 .-- c r r_;y. �a } .� '. . SLOPE CONCRETE AWAY FROM ALL ! RnAv E emnoa CO}"FACTO AREA ,r Ms,.t.Evh RCA MANHOLES 1* RISE OVER 12" RUN. eV YMAM OUµ YAWAXE- �:r^+� U=14.1 Gvfo'yEe AN.) C oMHI M i tiNV7 To A(T s,c"s.f s nas '�01"°' 2 REINFORCING BARS TO BE NO LESS a i hln�iiq '� -; u 8+ ;� ii I , AKA(TV.), THAN 2" AND NO MORE THAN 4" 1 ! i 191 Y r q lr I ! I II J '117 FROM SURFACE. xROU K WITH t I k 11 p 11 E: SECTION C� UNDERC ND 3 WRAP ENTIRE TAN EXCAVATION H Y1 / qqp ryQ I p STORAGE TANK EKCAV FILTER FABRIC. It N ;,,is I li i ,tt'"• I SY'wro` t JCACf: f/I'..f'.O* , r ATION 4 GRA ,> PEA VEL BACKFILL � co ;{;i?• p q 6 " " M Iu'�y tt� I;r! � 1 q+� G e /iiisi;z•:•a I. I NO SUBSTITUTES. 11 1 h i 15K REGULAR GRADE GASOLINE ) // l r. 6 8" THICK TANK PAD WITH 2 LAYERS ^ W.W.M. 6x6-W5.4xW 5.4— STAGGERED r II (MASTER) B ii r " ," 7 CUT CORNER WHERE MEETING -+-+ --�"--� �-ter•--��.. ;,� � �, �; -uy- �y ASPHALT . T d PAVING ONLY. SQUARE CORNERS 44-a 1/2� (AHK) UNPAVED WHERE qRl CONCRETE OR A: UNDERGROUND STORAGE TANK PLAN E - 1 NOTE: SEE PT-1 FOR ACTUAL NUMBER AND CONFIGURATION OF TANKS i Ai At7N p 01 1'WARE z 1aN00" 1 OiR1AT RL AMMIpt IMRLR 1kl YAW OLE IMAM MAMMAL Ou1[,OI OM ALL 1bLE ' N[FNR ASPHALT/ f4 A tTF sur O�CCt�MAMNOLt 0p�q� F. REBAR DETAIL AT MrC As 1 3(1 4►.) �� � ,K!® Q� SIX� IV N fR i/A'•AE FOAMCD Fl1.ER (Tr AL MQ NC) �IANI-JOLES IN TANK TOP SLAB H A .�� Or.) 'Tlq - :�, as pN�'srwmNo roR NNII Aca '" PROPOSED i ` a osA iss> 12" LIGHT POLE' k A 1 al �,osNA ( Lr,wo -L'•cAN:t',�Na, � I - 1 1 � t... 5K REGULAR GRADE GASOLINE (SLAVE) Sit HIGH GRADE GASOLINE "r A WARN /.SIGN SK D L Li:VLL ESE r 1 0000 HIGH LARM �` a t i. .�s, +5�,3s ' t. :c_a rvF:.. �c.. � ✓ WF ,N A M'SOUNDS: e e o e FASTENI p::T A L'G..T... s•AIN.um nA ,;;,• LAR OUNDS 0"' I H 'POLE'' TANKS. ARE F:JI.L FACING FI�LS� Q,AVp LLC - -b -. REoIAREp ,s•—e a/s• (TANK) - DC VCT -,CVERFILI. - - B: LONGI'T'UDINAL ELEVATION 0 15,000 GALLON COMPARTM NT UST AU1tl�,r r / A E/}•PK FORYEO FILLER YAIOR SJIr O Al ALL AROtft) NiF NMA . /A NR ASMIALT/ IMIXs e (tro.) 'I aaA�erA° �. 1• a• 'Y' ,w'+. ''+�•v;h�f.i .177 N) .UYn. "r'rt,.• .,5.,4. .w-.�," y .r' .'i)}:.rr IN ACIDDROANN TM�M p�1y�� tgMf � A GRADE rsML aAc �+r?M;c MRI ooTOErR ,.1NNs I rip I T 4 13K R£GJLAR GRADE GASOLINE (IJASTE4) .I" �-�. /'S/-�j'S, ;l.!;l.i•.` ,.,, tr ,/-f 1 k t;.,;.''`,yr 4r MN.LEb M_A 44•-E i/2'• ('AHK) I ONAA:L Mco • ntaA'etc C: LONGITUDINAL.ELEVATION 25,000 GALLON UST w4u r MAY 16 2017 ►Lnmlaw/Aloonol COIMA,tRE JONT ' "1 FN aoNaAtx '�" Southold lovin EtA'.Ot t 1/r lML µRINAR Fr,E Ja'U7Ma ._......_.._.. .... � .. . old Ar aM,oa f I — -" Planning Board , NIT i -�. d• a e cc-c:.: :: •- .:'; -� Sol � d � YA•MAX W ROM.WNL TAM(kN .. ..•.... ..._y.......�.._._.�..- .. A{LM ON RLAWN 02r. AttwonEWZ.AKAE WNIcpn ' ►OME N/r�t!!q ece-q6.a/"Fl,A F-4 V 1rwo fagq 7;A000ttD �YLOCK JOINT DETAIL TANK SLAB D Tarr � JUL 11 2016 D:D: TANK SLAB DETAILS sou[t AM Southold Town Planning Board y _ i SLO MEB!, SCOPE OF WORK: UNLESS SPECIFIED OTHERWISE ON THESE DRAWINGS CONTRACTOR SHALL FURNISH ALL PIPING MUST SLOPE TO UNDERGROUND TANKS AT 1/8" PER 12" MINIMUM. CONSULT OWNER'S ALL WORK AND MATERIALS TO COMPLcTE THE INSTALLATION OF THE SYSTEMS AND EQUIPMENT REPRESENTATIVE WHERE.DISCREPANCIES OCCUR. SHOWN IN THESE DRAWINGS AND AS R';UIRED BY PROJECT DOCUMENTS PROVIDED TO THE CONTRACTOR. WHERE THESE DRAWINGS DIFFER FROM LOCAL REGULATIONS, LOCAL REGULATIONS WILL SUPERSEDE TANK MEASUREMENTS THESE DRAWINGS IF THEY ARE MORE STRINGENT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE FOLLOWING TANK MEASUREMENT ACTIVITIES: t r ALL REQUESTS TO ADD, DELETE, OR SUBSTITUTE MATERIAL AND EQUIPMENT SHOWN ON THESE 1• VERIFY THE EXTERNAL SIZE OF THE TANK TO MATCH WITH MANUFACTURER SUPPLIED SHOP '' NT MEASUREMENTS: TRANSFER TI-E SIZE, SERIAL NUMBER, AND PRODUCT INSTALLED, AND POSITON OF DRAWINGS MUST BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE OR HIS AGE IN CHARGE OF THE PROJECT. TANK TO THE AS—BUILT PIAN. ' 2. TRANSFER TANK DIMENSIONAL AND, PRODUCT INFORMATION TO THE DATA SHEET IN THE TANK CONTRACTOR TO FURNISH AS—BUILT DRAWINGS TO LOCATE TANKS AND PIPING AS INSTALLED. GAUGE CONSOLE, 3. PROVIDE THE TOP OF TANK ELEVATION READING AT BOTH ENDS OF EACH TANK. EXCAVATION AND BACKFILL CONTRACTOR SHALL ADHERE TO O.S.H.A, STANDARDS ON EXCAVATIONS. CONTRACTOR MAY SELECT ANY OF THE RECOMMENDED PRACTICES FOR TANK EXCAVATION AND MUST PROVIDE ALL NECESSARY PROTECTIVE BARRICADES. TANK EXCAVATIONS SHALL BE THE MINIMUM SIZE REQUIRED TO PROVIDE FOR BEDDING AND CLEARANCES INDICATED IN THESE DRAWINGS, TANK BURIAL DEPTH FIELD DETERMINED TO PROVIDE FOR 1/4" PER FOOT FOR STAGE 11 VAPOR RECOVERY PIPING & 1/8" PER FOOT FOR PRODUCT PIPING SLOPE BACK FROM DISPENSERS TO TANK. BACKUL: USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MINIMUM 1/8" AND MAXIMUM 3/4" SIZE. FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. CRUSHED STONE — WASHED •AND' FREE FLOWING WITH PARTICLE SIZE NO SMALLER THAN 1/8" OR LARGER THAN 1/2-. NO CUBIC FOOT. SUPPLYQUARRY CERTIAY PASS THE FICATIONEMEETINGRAVEL DENS17Y MINIMUM OF 95 POUNDS PER ASTM C-33 REQUIREMENTS. OluMR(M) ZO ft. R• PRODUCT AND VENT PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" BED OF �"— taw> "�te►�--`—"}' COMPACTED PEA GRAVEL OR CRUSHED STONE. BLOCKS, PLANKS, OR OTHER DEBRIS SHALL NOT BE USED TO SUPPORT PIPING IN FINAL INSTALLATION. (o a w) ES SHALL DIRT, PAVING MATERIALS, WOOD, OR OTHER CONSTRUCTION T°� SLIN NOTE: UNDER NO CIRCUMSTANCES DEBRIS BE ALLOWED TO REMAIN IN TANK AND PIPE EXCAVATIONS. BALLAST „ ZLENo TA ION USE WATER FOR BALLAST DURING TANK INSTALIL+TION. PROPER 12 FOOT HIGH VENT PIPE MUST BE USED AT ALL TIMES. ANCHORING WHEN REQUIRED DUE TO HIGHr TANK HOLD DOWN STRAPS & ANCHORS INSTALLEDW TERa LOCAL REGULATIONS, OR,SPECIFIED BY.'SITE ENGINEER DESIGNER AND/OR._OWNER'S REPRESENTATIVE ; OR HIS AGENT. ANCHORS & STRAPS TO-A3 `'IINSTALL'ED ACCORDING TO--MANUFACTURER'S :. A`L"ANCHORING 'HARDWARE TOLE CORROSION-RESISTANT. GALVANIZED STEEL IS NOT INSTRUCTIONS. L CONSIDERED CORROSION RESISTANT WHEN INSTALLED UNDERGROUND. . TESTING ',�**;` ' .�::= . . ' . .. - w.• - CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS AND PIPING. CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE. TANK TESTING IMMEDIATELY BEFORE INSTALLATION, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED '• •".,' '"•' ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PIPE TESTING: ;.:.'` '' ; :•. ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF LINES IN ORDER TO PREVENT DAMAGE. ALL FIBERGLASS PIPING SHALL BE TESTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS, VAPOR RECOVERY PIPING MUST PASS ALL CARS BLOCKAGE TESTING RELATIVE TO TIGHTNESS, auq 1,W, ��CLM I, ON.I PRESSURE DECAY, & BLOCKAGE RATES. CONTAINMENT SUMP TESTING: � PLAN VIER ALL SUMPS MUST BE HYDROSTATICALLY TESTED ABOVE THE LEVEL OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED. FINAL SYSTEM TESTING: ELECTRICACLASSIFICA BONS ® DISPENSING AREA PER NFPA AFTER COMPLETE.INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S NOT TO SCALE REPRESENTATIVE OR HIS AGENT SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTcM. SUCCESSFUL COMPLETION OF THIS TEST WILL BE REQUIRED FOR FINAL APPROVAL. THIS TEST SHALL ENSURE THAT ALL NEW TANK & .PIP.ING SHALL - -- MEET ALL FEDERAL, STATE, & LOCAL REQUIREMENTS FOR TIGHTNESS INTEGRITY, PRIOR TO START—UP OF SYSTEM. CONTRACTOR SHALL PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS TO OWNER'S REPRESENTATIVE OR HIS AGENT. D• l� L� 11 PRODUCT PIPING NEW DISCHARGE AND REMOTE FILL PIPING TO BE DOUBLE WALL FIBERGLASS AMERON LCX 6. 2017 VENT AND VAPOR RECOVERY PIPING Southold Town TANK VENT AND VAPOR RECOVERY LINES TO BE SINGLE WALL Planning Board FIBERGLASS BY AMERON—DUALOY 3000,/L. METAL PIPE AND FITTINGS STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT LINE FITTINGS TO BE MALLEABLE IRON CLASS 150, U GASOLINE/ALCOHOL/ HIGH SULFUR DIESEL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS. . JUL 1 A. 2016 ANY METAL PIPE OR FITTING USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACKFILL MUST BE WRAPPED WITH CATHODIC TAPE. • Southold Town Planning Board a . I I I 170(' ,t,t�_7 ��✓._'C._r/' /�.4�C G X31-11! G h--1 l :r :�.: `Cr: nwwonr,orrArFrfl r ° w, Q. F -C".. �v/s�.L..�.._l�ti.Q.:t i.i�l'r�.f� ., . . ' -- ��-/t-t •t rte.► t-a _ .J t-L. G 17. a� r x fi l � 17:.1 �.- S�--1--•, �--S 5 _ � I �," ,a _ s•,� " �, ".�` �;:: '" . .- � .. s - d. A!d VA 40- 17 jf 0.0 • _ , \,A SITE �� v \� ,�v r< � SIE DTA O TAX MAP it 1000-55-05-2.2 a O ZONING "B" GENERAL BUSINESS L- \ \ M SITE AREA 1.416 ACRES - ",1"90.FT. 4 ` 7-k b y Si FLOOD ZONE "X^ %901 „ .t. - �' % �� / WATER SUPPLY 'r r♦�`” ♦`� N� P Exist ft PRIVATE WELL F �. 4 q �` PRIVATE w O v*w v k p / i ] k 3 A \ 7 '� (� Proposed OR 8CWAYELL �r•9 \ .� 0 G* / ,,� fl ,-� �. ;�,. � , ,. USE • \ , -� � .-`mac���; �-�-�- / �-. m � A� �':�`�; ,; _.,�.`, � B � �' Existing VEHICLE DETAILING � �4- .. , 6 .,� " O P� �" ♦i ._�'<,^ RV SALES AND SERVICE \ p, �A s, Proposed CONVENINRCE.STORE f`5 S � �" � , VEHICLE FUEL SALES OWNER WILLIAM A.PENNEY III \ O a p '". �' !�,r''; \ h"�• 22@0 HOBART RD. SOUTHOLU,NY 11971 00c . � z S CONTRACT VENDEE S_UKRUUILGIN X 547 M �0 x � . C ° LAUREL,NY 11 frt46 °/ Z BUILDING AREA EG;: U XISTIN Main Buildinq. . 3,467 sq.fL • I / A ~ 8 1 1 Additi6ftf 3*3 sq.fL I Ln SING! 52 so,ft. N� v ��0 yl !•'� b'. f` i i 3,112 sq.ft. 1 7�4jStore! Ctivettiisnce 250 q. cAnopy N J L E [dfAL ExhirING PROIEA A 4&m t" x;56 sq.ft- . Ara of ttiii$c�r00. z ,12 a4-ft. �i 1F re l ;21L"i1 23 Spaceg 5 J `� s z 4 pec 60*q f1. 'AAPor W*0 _ �r6AIrIRD �s>� . war PaWndAmis G y i 0 � LL MAY 16 2017 k Southold Tbwn Planning Board L10- 3 SGI�1..� _ � •, - 2 O� JUL 11 2016 . 3 Southold Town • Planninn Board GARM STRAIMG -1 "62. moo I xartchitmt, Ewa __. _ - - - -- , -� 1��T . t�.O. ot 1 X12 - - 71 fftW Y -- - - - or�c s 01 244 1 118 r AT£O F NEW y� ph.•631 -763 ' 5456' )"L'631; .763-5490 �- no 49 P