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NOTE: s FOR REINFORCING AT TANK GENERAL NOTE S SLAB PENETRATIONS AND 92'-0" O.T.O. TANK SLAB CORNERS REF 6-G6.1 90'-3" (MIN BOUNDARY TOP OF EXCAVATION) 86'-3" (MIN BOUNDARY BTM OF EXCAVATION) 1 ALL CONSTRUCTION SHALL MEET COUNTY STANDARDS. CONTRACTOR TO SECURE ENTIRE CONSTRUCTION AREA WITH CHAIN LINK z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - FENCING DURING CONSTRUCTION PERIOD. � H O O - - - - - - - - - - - - - - � I •Z Z Z Z - - - - - - - - - - Q Q r c) I 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY W W W > > I I m ENGINEER OF ANY DIFFERENCES BETWEEN THE Q a I 61 B1 I Q X X I I ACTUAL FIELD CONDITIONS AND THE PLANS 0 0 0 w w I I I I z BEFORE PROCEEDING WITH CONSTRUCTION. U U U 0 0 I Q } } } ° �° _ O : O O � 3 FUEL CONTRACTOR SHALL BE RESPONSIBLE ~ ~ ~ °'Oo r'm I I ° ° I I O FOR THE INTEGRITY OF THE PIPING SYSTEM U U U D D DURING CANOPY ERECTION AND CONCRETE o 0 0 0 o I I i I o FLATWORK INSTALLATION. r o O N N 4 AFTER COMPLETING INSTALLATION OF o 0 0 1-G3.0 - - - z m m I L _ _ _ _ _ _ _ _ _ _ _ _ � DISPENSERS, THE FUEL CONTRACTOR IS TO � z I INSTALL BRIGHT ORANGE CONSTRUCTION - - - FENCE AROUND ENTIRE DISPENSER. = N 5 FUEL CONTRACTOR IS TO BE AWARE THAT ON co THE DAY THE GASOLINE SYSTEM IS PUT INTO Proto 11-05-18 L40 20 19 RUL 26 L42 L18 L43 PUL 2 20 19 41 L56 DSL 28 20 19 L72 L18 O -j z Un SERVICE, THE FUEL CONTRACTOR AND A TANK SLAB P I A N Q GILBARCO AUTHORIZED SERVICE CONTRACTOR MUST BE ON SITE ONE (1) HOUR PRIOR TO 2 STARTUP AND MUST REMAIN ON SITE THREE (3) 1�8"=1'-0" ADDITIONAL HOURS FOR A TOTAL OF FOUR (4) HOURS. ANY COSTS INCURRED OVER FOUR(4) ch co _ HOURS DUE TO FUELING SYSTEM ISSUES, o SHOULD BE BILLED AS A CHANGE ORDERNMI . ti Q 71Frr 3" OVER 2" DBL-WALL FIBERGLASS J VENT PIPING -SLOPE FROM X I` i I I REMOTE VENT DOWN TO TANKS INTERSTITIAL MONITOR W Y TANK#3 DIESEL FILL SUMP U F- Z 1 S� I 1/8" PER FOOT MIN REF 5-G6.1 AND 4-G3.0 REF 4-G6.1 AND 2-G4.1 Z Z W o < III3-G1.0 TANK#1 FILL/VAPOR SUMP (RUL) ## KEY NOTES -> � REF 4-G6.1 AND 1-G4.1 TANK#3 STP SUMP (DIESEL) > 1-- Q 0 VAPOR POLISHER L&L- REF 4-G6.1 AND 2-G4.0 - U) Z 1 �� z ZU Q REF 1-G6.0 \ INTERSTITIAL MONITOR w Q - Z G6.0 3" OVER 2" DBL WALL FIBERGLASS CHASE REF 5-G6.1 AND 4-G3.0 1❑ 6"CONCRETE SLAB AT FUELING CANOPY. / 0 0 Z L---�/ PIPING BETWEEN TANK SUMPS TYPICAL REF GO.1 AND CIVIL DRAWINGS FOR TOS W � W Y REF 1-G12.1 10ANK FT #1 TANK#3 ELEVATIONS. J Lo UO - 20,000 GAL Ca �:OD 4 10 FT DIA w Lo � REGULAR A O ® 12,000 GAL �2 GEOTECH FABRIC MATERIAL TO EXTEND 36" I W w U) (D UNLEADED DIESEL PAST EACH SIDE OF PIPING TRENCH. ALL I� 00 I Z GEOTECH FABRIC SHALL BE PINNED PRIOR TO REF 1-G3.0 111 REF 2-G3.0 BACKFILLING. METHOD OF PINNING FABRIC AT Q ~ LLJ TANK#1 STP SUMP (RUL) REF 4-G6.1 AND 1-G4.0 _____________ TANK#2 STP SUMP (PUL) TOP OF EXCAVATION TO BE APPROVED BY THE _ D ______- REF 4-G6.1 AND 1-G4.0 7-ELEVEN CONSTRUCTION MANAGER. Co IL - - TANK#2 FILL/VAPOR SUMP (PUL) 3 PIPING TRENCHES SHALL BE DUG IN SUCH A co REF 4-G6.1 AND 1-G4.1 MANNER THAT THE TRENCH WIDTH IS EQUAL TO TANK#2 AT LEAST TWICE WIDTH OF ALL PIPING 10 FT DIA CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" 1 I I 8,000 GAL (10cm) CLEAR DISTANCE BETWEEN PIPING PREMIUM POSITIONED IN THE TRENCH AND 6"WHERE w - = J176 J190 J204 UNLEADED REF 2-G3.0 PIPING CROSSES OVER EACH OTHER. THE BOTTOM OF THE TRENCH SHALL BE AS o I I REF 1-G5.0 UNIFORM AS POSSIBLE TO ELIMINATE HIGH FLOW RATE FLOW RATE _ SPOTS AND ENSURING AN EVEN LAYER OF (RUL AND PUL) (DSL) 1 1 I I BEDDING MATERIAL UNDER THE PIPE. REMOVE W o I lO0 1I oO j�REI TYP ALL SHARP ROCKS AND DEBRIS FROM THE 1-6 NOZZLES - 10 GPM 1-4 NOZZLES - 10 GPM 2-G6.0 TRENCH BOTTOM BEFORE BEDDING MATERIAL IS INSTALLED. 8 NOZZLES - 9.8 GPM J20 J19 J17 o DISP 1( o i i o D DISP 2 ® SITE CONDITIONS MAY CAUSE VARIATIONS W 10 NOZZLES - 8.5 GPM REF 1-G5.0 WHICH MUST BE APPROVED BY 7-ELEVEN AND 3-G1.0 w MANUFACTURER. PIPING BURIAL DEPTHS LESS 12 NOZZLES - 7.5 GPM i i THAN 18" REQUIRES 7-ELEVEN APPROVAL. 4" OVER 3" DBL-WALL FIBERGLASS MAIN TRUNK Z c� NOTE: I I LINE VAPOR PIPING- O REF 1-G6.1 FOR DIMENSIONS AND I I SLOPE 1/8" PER FOOT MIN z LOCATIONS OF DISPENSERS. 3" OVER 2" DBL-WALL z g FIBERGLASS PRODUCT w X 3"X 2" REDUCER PIPING -SLOPE 1/8" PER wo BUSHING (6 LOC) FOOT MIN Z a Em REF 5-G5.0w Lu J 1 11 1 a o 3 Q 3 11 W TEE IS SET AT � = 45°ANGLE, TYP > =M W N Z v r Ii w u N Lu w = J F O W F 1 1 1 1 J17 J190 J204 Q ° �° II °� ° REF 1-G5.0 Adk STREET SIDE STORE SIDE 0 II J20 J19 J17 o DISP 3 6 0 11 080 DISP 4 0 CV J REF 1-G5.0 11 N Z ~ II o Q p z CNo II DISPENSER STATION 11 m ID TYPICAL 11 36" MIN U TYPICAL F7 0 U II 4 d co o o U 3" OVER 2" DBL-WALL 11 a e a d a n n d a a n - n $ e e � d ° ° a A a d as A d a FIBERGLASS 11 a e a A d d a < d a e e d'v ° d da � _o VAPOR PIPING -SLOPE 1/8" 0� - tz PER FOOT MIN. TRANSITION I I 0 c L 0 c C c o} 0 o o cljTO 4"OVER 3"AT TRUNK LINE I I (OR PPROVED ALTERNATE) o'o o 0) a,)p �o D ca c� `V 2 E WRAPPED CANOPY COLUMN TYPICAL - - 02 .9� c o L In Fu N REF SHEET G8.0 AND 1~ m 0 0 CANOPY MFR DRAWINGS 03 ADD 10 INCHES OF WIDTH Q o 0 2 aXi�L c � �'�_E Fu 01 TO PIPING TRENCH FOR In0 v a> c: i U i Oto 7'-�� 0 9 11 REF1-G5.0 ® ® to oq--U 0-co U'-�_ 0-0 to o Oo oO O 02 EACH ADDITIONAL PIPE - 0 `n 0 to o 0.0 0 c� cnw� E 00 a) 0a) =3 a to p0� pt3Oi00 tn00 Of c z iz) E-E vL °N�� E J20 J19 J17 o DISP 5 10 0 o 12 DISP 6 0 ca- 01 p o 0 0 0 C9.Lcu REF 1-G5.0 10" 10" 102" c:::? � 7r ?ro QFtOF ESS/ l Q_ (4 PIPE)48"WIDE TRENCH 0 (3 PIPE)36"WIDE TRENCH c 35558 x z z90° ELBOW IS SET AT N� P� �, 2 PIPE 26"WIDE TRENCH 9� CHAC' Q� 45°ANGLE, TYP 16"WIDE TRENCH OF CAL�FO z (1 PIPE) Uj 03/26/20 SHEET: U `Lj P P N G TRENCH SECTION cn = � UE � P P NG PIAN G1 . 0 LLj =: cz FUELING - USA CA