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ss S S Sq _ss s Ss NOTE: <br /> d a a a Q a v vas a v v a 4 z� <br /> wv a ° a FOR REINFORCING AT TANK <br /> a TREE GENERAL NOTES z <br /> a a SLAB PENETRATIONS AND <br /> v WELL WELL ° 2 <br /> 2414 � CORNERS REF 6-G6.1 0 <br /> v v TSPB 0E4VT ° v CONCRETE v TVPB aQ <br /> a a v wv a a ° d _ 1 ALL CONSTRUCTION SHALL MEET COUNTY Y <br /> Q ° ° ° a a WM e5 a a 15. STANDARDS. CONTRACTOR TO SECURE ENTIRE w <br /> LJ va ° 11.00 IN CONSTRUCTION AREA WITH CHAIN LINK U <br /> O� FENCING DURING CONSTRUCTION PERIOD. c: z <br /> I - - - - - - TSPB B1 <br /> a ° 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY a <br /> ENGINEER OF ANY DIFFERENCES BETWEEN THE v <br /> 40cn <br /> ° ACTUAL FIELD CONDITIONS AND THE PLANS Q � <br /> \ Q BEFORE PROCEEDING WITH CONSTRUCTION. a <br /> ° 3 FUEL CONTRACTOR SHALL BE RESPONSIBLE w <br /> FOR THE INTEGRITY OF THE PIPING SYSTEM <br /> E E DURING CANOPY ERECTION AND CONCRETE <br /> ° ` FLATWORK INSTALLATION. N <br /> so TSPB m <br /> N <br /> 4 AFTER COMPLETING INSTALLATION OF o <br /> o <br /> cO 3-G3.0 DISPENSERS, THE FUEL CONTRACTOR IS TO <br /> a v d a INSTALL BRIGHT ORANGE CONSTRUCTION <br /> \ FENCE AROUND ENTIRE DISPENSER. > <br /> TANK#1 STP SUMP(RUL) 12'S� N <br /> 1 REF 4-G6.1 AND 2-G4.0 <br /> FLOW RATE FLOW RATE v D 26 RUL 5 FUEL CONTRACTOR IS TO BE AWARE THAT ON Proto 12-01-2020 <br /> THE DAY THE GASOLINE SYSTEM IS PUT INTO <br /> 3"OVER 2"DBL WALL (DSL) (RUL AND PUL a <br /> \ va SERVICE, THE FUEL CONTRACTOR AND A <br /> FIBERGLASS CHASE PIPING <br /> BETWEEN TANK SUMPS 1-4 NOZZLES - 10 GPM 1-6 NOZZLES - 10 GPM GILBARCO AUTHORIZED SERVICE CONTRACTOR <br /> TYPICAL REF 1-G12.1 vd MUST BE ON SITE ONE (1) HOUR PRIOR TO <br /> 8 NOZZLES - 9.8 GPM STARTUP AND MUST REMAIN ON SITE THREE (3) <br /> IADDITIONAL HOURS FOR A TOTAL OF FOUR(4) <br /> 10A FTDIA <br /> 10 NOZZLES - 8.5 GPM NOTE: \ \ v a a 1g HOURS.ANY COSTS INCURRED OVER FOUR(4) co <br /> TANK#1 FILL/VAPOR SUMP 20,000 GAL u <br /> 6"S 12 NOZZLES - 7.5 GPM REF 1-G6.1 FOR DIMENSIONS AND •� z Z HOURS DUE TO FUELING SYSTEM ISSUES, o <br /> (RUL)REF 4-G6.1 AND 1-G4.1 REGULAR <br /> UNLEADED LOCATIONS OF DISPENSERS. ° O O SHOULD BE BILLED AS A CHANGE ORDER. z <br /> I U <br /> I REF 1-G3.0 r -� 1 > > Q J <br /> STREET SIDE 46v a a Q Q <br /> 7?10 <br /> 00 X X INTERSTITIAL MONITOR Z III w <br /> OZ Z m �REF 5 G6.1 AND 4-G3.0 J A � O m ## KEY NOTES > * C) LO O O O O O i 'FIS <br /> I 3"OVER 2"DBL-WALL I <br /> I FIBERGLASS VAPOR PIPING- � � 41 z Q Z <br /> SLOPE 1/8"PER FOOT MIN. d v Qp Qp 7 U Q <br /> TRANS° II SIDE 1 4 O3 SIDE 1 8 O7 SIDE 1 2 11 TRUNKILINETION TO 4"OVER 3"AT I O Z z > O W 1 } (n <br /> II I I o � Z) 1❑ 6" CONCRETE SLAB AT FUELING CANOPY. \\ z <br /> II o o oo C4 Co Co 27 PUL REF GO.1 AND CIVIL DRAWINGS FOR TOS w <br /> TANK#2 I I I z z ELEVATIONS. J } LLI Z a <br /> 10 FT DIA DISP 2 J11 J11 DISP 4 J11 J11 DISP 6 J11 J11 <br /> 8,000 GAL II 1 i o o 0 0 o O v 0� 19 20 2 GEOTECH FABRIC MATERIAL TO EXTEND 36" W W J ~ <br /> KTANK <br /> REF 1-G5.0 REF 1-G5.0 REF 1-G5.0 -PREMIUM II IMUNLEADED II A oo PAST EACH SIDE OF PIPING TRENCH. ALL I� m c� z <br /> #2 FILL/VAPOR SUMP REF 2-G3.0 3"OVER 2"DBL-WALL 4 °O00 GEOTECH FABRIC SHALL BE PINNED PRIOR TO �L)REF 4-G6.1 AND 1-G4;1 II II I I I I FIBERGLASS PRODUCT I U J <br /> II I I AND VAPOR PIPING- BACKFILLING. METHOD OF PINNING FABRIC AT Q Lu <br /> TANK#2 STP SUMP(PUL) - - - - - - - - - - - - - - _ _ - - - - - - - - - SLOPE 1/8"PER FOOT MIN I 56 TOP OF EXCAVATION TO BE APPROVED BY THE _ <br /> REF 4-G6.1 AND 1-G4.0 - - - - - - - - - - - - - - - - - - ®- - - - - - - - - - - - - - AS REQUIRED o LL <br /> J I - 7-ELEVEN CONSTRUCTION MANAGER. � <br /> // I I I I I 3"X 2"REDUCER BUSHING d v <br /> (6 LOC)REF 5-G5.0 N <br /> TANK#3 DIESEL FILL SUMP M' ❑3 PIPING TRENCHES SHALL BE DUG IN SUCH A co <br /> DISPENSER STATION MANNER THAT THE TRENCH WIDTH IS EQUAL TO <br /> REF 4-G6.1 AND 2-G4.1 4 AT LEAST TWICE WIDTH OF ALL PIPING <br /> 1 } } } } I I <br /> 10 FT DIA 2 6 J11 J11 10 9 ID TYPICAL u I 28 DSL CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" <br /> 12,000 GAL <br /> (10cm)CLEAR DISTANCE BETWEEN PIPING <br /> TANK#3 STP SUMP(DIESEL) DIESEL 0•� POSITIONED IN THE TRENCH AND 6"WHERE <br /> REF 4-G6.1 AND 2-G4.0 REF 2-G3.0 IDE 1 IDE 1 11 J11 a PIPING CROSSES OVER EACH OTHER. THE <br /> � J11 J11 � � 19 20 <br /> BOTTOM OF THE TRENCH SHALL BE AS D <br /> REF 1-G5.0 DISP 5 REF 1-G5.0 � <br /> ISP 1 REF 1-G5.0 DISP 3 UNIFORM AS POSSIBLE TO ELIMINATE HIGH <br /> �1 72 SPOTS AND ENSURING AN EVEN LAYER OF <br /> 4"OVER 3"DBL-WALL , I U I BEDDING MATERIAL UNDER THE PIPE. REMOVE W <br /> 0 o O FIBERGLASS MAIN TRUNK 0 0 CANOPY COLUMN TYPICAL ° < ALL SHARP ROCKS AND DEBRIS FROM THE <br /> 18 <br /> TYP 0 LINE VAPOR PIPING- REF SHEET G8.0 AND <br /> REF - 6.0 SLOPE 1/8"PER FOOT MIN <br /> CANOPY MFR DRAWINGS TRENCH BOTTOM BEFORE BEDDING MATERIAL <br /> 2 <br /> a a c IS INSTALLED. <br /> ° <br /> C. STORE SIDE 6"SD I I ® SITE CONDITIONS MAY CAUSE VARIATIONS W <br /> ° � CANOPY WHICH MUST BE APPROVED BY 7-ELEVEN AND <br /> UL PUL D VR MANUFACTURER. PIPING BURIAL DEPTHS LESS <br /> ° B1 THAN 18" REQUIRES 7-ELEVEN APPROVAL. <br /> INTERSTITIAL MONITOR---' PIPING DESIGN BASED ON 25' LENGTHS a <br /> REF 5-G6.1 AND 4-G3.0 � DISP. 1 • on. <br /> {g} v UL PUL D VR ; `0 ;° w <br /> > a > <br /> o o a <br /> A-1a DISP. 2 '. 2 a 0 m o o <br /> TEE IS SET AT I v N <br /> REP 1-155.0 <br /> OVERFILL ALARM ON PIPE p 45°ANGLE, TYP Q o, o <br /> `c <br /> BOLLARD,REF 4-G6.0 0o Q o 13'-0" Z o v 3 Q o.6 o <br /> 1 �• 6"SS v a L PUL D VR ( I BOUNDARY BTM OF EXCAVATION) o 0 a^ 3 °a o J <br /> 4° <br /> LJ I DISP. 3 • a� ( BOUNDARY TOP OF EXCAVATI N) <br /> o <br /> _ _a I UL PUL D VR 19'-0" O.T.O. TANK SLAB y <br /> N v EPPB DISP. 4 <br /> NnI a <br /> o <br /> I � o � �� •� TANK SAAB PIAN � � a <br /> SLPBca <br /> Z a UL PUL D VR <br /> 0 <br /> DISP. 5 <br /> v UL PUL D VR O <br /> C. I a DISP. 6 Q 0 Q <br /> - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> [TR � 0 �00 --- -- --- --- ---� a N O <br /> 0 0000 . • <br /> FUELPIPING DETAIL- w U <br /> I I Q <br /> 1/8"=V-0" Q �, m <br /> I i i I I e v DO <br /> o I I I N <br /> c � <br /> a I ® I I I d 36" MIN U <br /> ol <br /> a i - - - - <br /> o O It 0 <br /> I <br /> TYPICAL 3 1 2 (n 0 0 U <br /> O o I G) E3 O O '• REMOTE VENT AND CLEAN �_ o �_AIR SEPARATOR m - <br /> E I L- ---------`06 ------- o- I I 4 ° d ° a ° ° e ° a ° ° ° ° ,., o Z o Z cs <br /> O ° <br /> I I G ° n ° n d d ° °° n °e n n d ° ° n d n W ¢ d Z <br /> n ° d ° °a d a d a d <br /> C n ° °n A d ° a° da <br /> I I v a <br /> zZz Z ¢ � � � � � s <br /> o I d g PEA GRAVEL BACKFILL TYP W W o N <br /> 3"OVER 2"FIBERGLASS o o I I I av (OR APPROVED ALTERNATE) „ o <br /> N VENT PIPING-SLOPE FROM Gq I I d a = o ¢ o Q o <br /> a W W o <br /> REMOTE VENT DOWN TO I I <br /> 7S TANKS 1/8"PER FOOT MIN <br /> ATE I I I 03 oW S � WmoW o <br /> 6i 1 REMOTE I � t5 S01 <br /> � or � � <br /> G6.0 VENT J I I I <br /> L d 02 `oaZ � oa <br /> Z <br /> Z d10" 10" 2 ry <br /> I <br /> Eol <br /> `s <br /> z -------- -- T <br /> o <br /> I (4 PIPE)48"WIDE TRENCH Vit).0�r• <br /> --------------------- <br /> (3 PIPE)36"WIDE TRENCH ~u4�1 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - �i VII. <br /> o_ (2 PIPE)26"WIDE TRENCH 107F <br /> cD <br /> APB <br /> ECRB <br /> N 16"WIDE TRENCH <br /> o N w <br /> o' SHEET:PIPE <br /> SHEET: <br /> � <br /> WEU E � P P N G PIAN P P N G TRENCH SECT ON <br /> G . 0 <br /> mZ <br /> Lu <br /> Z ¢ <br /> � o <br /> FUELING - USA CA <br />