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36" MIN TYPICAL 3 2 GENERAL NOTES 4 a d a A A ° a d ° A ° ° d ° ° A (n d ° °< E ° a n L ° ° d ° ° e L ° ° ° a ° < ° ° d ° va < d ° a a e d ° a ° a n ° d ° a °a n n° °° a d a G d " d^ 1 ALL CONSTRUCTION SHALL MEET COUNTY w Z STANDARDS. CONTRACTOR TO SECURE ENTIRE PEA GRAVEL BACKFILL TYP CONSTRUCTION AREA WITH CHAIN LINK (OR APPROVED ALTERNATE) O co FENCING DURING CONSTRUCTION PERIOD. NOTE: NOTE: 0 O U 02 REFERENCE FUEL PIPING FOR REINFORCING AT TANK 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY Lu W W W WLu 03 ADD 10 INCHES OF WIDTH PLAN FOR ORIENTATION OF SLAB PENETRATIONS AND ENGINEER OF ANY DIFFERENCES BETWEEN THE US > TO PIPING TRENCH FOR TANKS CORNERS REF 6-G6.1 ACTUAL FIELD CONDITIONS AND THE PLANS � � O O O m 01 EACH ADDITIONAL PIPE BEFORE PROCEEDING WITH CONSTRUCTION. U U U 02 } 92'-8" O.T.O. TANK SLAB � z_ O 90'-3" 3 FUEL CONTRACTOR SHALL BE RESPONSIBLE W F-- F-- � 7-5 (MIN BOUNDARY TOP OF EXCAVATION) z FOR THE INTEGRITY OF THE PIPING SYSTEM 0- U U U 01 Q U 86'-3" DURING CANOPY ERECTION AND CONCRETE o O 1 (o (MIN BOUNDARY BTM OF EXCAVATION) FLATWORK INSTALLATION. CV N N 10" 10" 102" 11 N N N 4 AFTER COMPLETING INSTALLATION OF 00 N J DISPENSERS, THE FUEL CONTRACTOR IS TO o o 0 (4 PIPE)48"WIDE TRENCH Y Z - - - - - - - - Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALL BRIGHT ORANGE CONSTRUCTION 3 PIPE 36"WIDE TRENCH z 0 O - - - - - - - - � - - - - - - - - - - - FENCE AROUND ENTIRE DISPENSER. a) aaaa ( ) ~ j j co 5 FUEL CONTRACTOR IS TO BE AWARE THAT ON (2 PIPE)26"WIDE TRENCH °O C/) U U I I 61 I THE DAY THE GASOLINE SYSTEM IS PUT INTO Proto 11-05-18 z X X w w SERVICE, THE FUEL CONTRACTOR AND A 16"WIDE TRENCH Q u- u- GILBARCO AUTHORIZED SERVICE CONTRACTOR cl (1 PIPE) 0 a O ® O O MUST BE ON SITE ONE (1) HOUR PRIOR TO O I a STARTUP AND MUST REMAIN ON SITE THREE (3) O -m ADDITIONAL HOURS FOR A TOTAL OF FOUR (4) co PRODUCT / VENT PIPING CD Q I I HOURS DUE TO FUELING SYSTDEOVER M ISSUESUR(4) o PP N G TRENCH SECT O N z I B1 _I SHOULD BE BILLED AS A CHANGE ORDER ti Q °O° °O° I L - - - - - - 1-G3.OJ i Q Q z - - - - - - - - - - - - - - - - - - J W qql- W Y - - - - - - - - - - - - - I-- (y � Lo Z _ O Lo 18 72 19 20 28 DSL 56 L4 19 20 27 PUL 43 18 42 26 RUL 19 20 40 ## KEY NOTES Z z Z Z W QZz p /� 1❑ 6"CONCRETE SLAB AT FUELING CANOPY. O w � � Z TANK S A B I /� N REF GO.1 AND CIVIL DRAWINGS FOR TOS UJ �2 w o `y ELEVATIONS. J >- H U - 1 w 0 J W w UO 0O �2 GEOTECH FABRIC MATERIAL TO EXTEND 36" I 0 (n (D PAST EACH SIDE OF PIPING TRENCH. ALL I� Y I W Z GEOTECH FABRIC SHALL BE PINNED PRIOR TO U cy J BACKFILLING. METHOD OF PINNING FABRIC AT Q N W TOP OF EXCAVATION TO BE APPROVED BY THE _ 0 7-ELEVEN CONSTRUCTION MANAGER. 0o LL N ❑3 PIPING TRENCHES SHALL BE DUG IN SUCH A ch MANNER THAT THE TRENCH WIDTH IS EQUAL TO AT LEAST TWICE WIDTH OF ALL PIPING CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" 4" OVER 3" DBL-WALL (10cm) CLEAR DISTANCE BETWEEN PIPING FIBERGLASS MAIN TRUNK POSITIONED IN THE TRENCH AND 6"WHERE LINE VAPOR PIPING - PIPING CROSSES OVER EACH OTHER. THE SLOPE 1/8" PER FOOT MIN BOTTOM OF THE TRENCH SHALL BE AS 3" OVER 2" DBL-WALL UNIFORM AS POSSIBLE TO ELIMINATE HIGH FIBERGLASS PRODUCT SPOTS AND ENSURING AN EVEN LAYER OF PIPING -SLOPE 1/8" PER BEDDING MATERIAL UNDER THE PIPE. REMOVE W STORE SIDE FOOT MIN ALL SHARP ROCKS AND DEBRIS FROM THE TRENCH BOTTOM BEFORE BEDDING MATERIAL IS INSTALLED. WRAPPED CANOPY ® SITE CONDITIONS MAY CAUSE VARIATIONS W COLUMN TYPICAL TEE IS SET AT WHICH MUST BE APPROVED BY 7-ELEVEN AND REF SHEET G8.0 AND ' 45°ANGLE, TYP MANUFACTURER. PIPING BURIAL DEPTHS LESS CANOPY MFR DRAWINGS n THAN 18" REQUIRES 7-ELEVEN APPROVAL. 0 0 0 0 0 4� 0 3" OVER 2" 2 DISPENSER 0 10 90_y O6 O5y �_ 2 1 O DBL-WALL FIBERGLASS Z STATION J17 J190 J204 J17 J190 J204 J17 J190 J204 VENT PIPING -SLOPE FROM W ID TYPICAL REF 1-G5.0 SIDE 1 REF 1-G5.0 SIDE 1 REF 1-G5.0 REMOTE VENT0 z - SIDE 1 DOWN TO TANKS z DISP 5 1Lu x 1 DISP 3 DISP 1 g 1/8" PER FOOT MIN a 3"OVER 2" DBL-WALL TYP p3 CO Z Z a E FIBERGLASS 0 REF 2-G6.0 0 w a 3 VAPOR PIPING -SLOPE 1/8" �? � d Z o 3 PER FOOT MIN. TRANSITION I I D z o g TO 4" OVER 3"AT TRUNK LINE - 0 O M W Z 7 90° ELBOW IS SET AT x W �N REMOTE VENT 45°ANGLE, TYP I I F Q F AND CLEAN AIR W ~ SEPARATOR ii IIOnoQ 3"X 2" REDUCER- BUSHING o } o o o o BUSHING (6 LOC) I t 4 3 1 1 REF 5-G5.0 J176 J190 J204 12 1 y J17 J190 J204 O O7 O IDE 1 REMOTE 1 Nt 0 CVO 0 J REF 1-G5.0 REF 1-G5.0 U W SIDE 1 - - SIDE 1 - VENT G6.0 O O N Y f- DISP 6 DISP 4 DISP 2 N 0 0 0 o J176 J190 J204 0 o I Q O AREF 1-G5.0 I I PIPING DESIGN BASED ON 25' LENGTHS 00 oil I FLOW RATE v (RUL AND PUL) U) 0 0 U 1-6 NOZZLES - 10 GPM o m o vi 8NOZZLES - 9.8GPM � �� a a�iu0i� (n :01 -0aa)) a)oOLEC a) � °� �, _ - - _ _ _ _ = 10 NOZZLES - 8.5GPM -0- 0 � � 0 (Dc: - x•- a�� o o� c a) 1p cn} a 2 2 2 Eo In TANK#3 DIESEL FILL SUMP - - - - - - - - - - - - - m Q �O � � � �� : N 12 NOZZLES 7.5 GPM Q `� >:" ~ REF 4-G6.1 AND 2-G4.1 - - - - - - - - - - - - I I Q o a° 0� 0 c > E 1 1 1 TANK#1 1 TANK#3 STP SUMP (DIESEL) 10 FT DIA FLOW RATE 10 Q.a? u) o m,0 0 E �C9 `� m c�•� m �� REF 4-G6.1 AND 2-G4.0 E 0 L.0 0 >10 �5 g o o e 20,000 GAL I I (DSL) E O - 0 - N � _ INTERSTITIAL MONITOR ° c0D roD UNLEADED I a) E (� '� (� N L Q C Q- Q- fn REGULAR p a) >'0-0 C a) � 0- U) 1-4 NOZZLES - 10 GPM � E E Q-a)� 0� °Y- - REF 5-G6.1 AND 4-G3.0 REF 1-G3.0 I I 0 0 0 0 "U 3"OVER 2" DBL WALL FIBERGLASS CHASE 1 T 1 � PIPING BETWEEN TANK SUMPS TYPICAL TANK#3 NOTE: XL J. ESS/ z REF 1-G12.1 10 FT DIA REF 1-G6.1 FOR DIMENSIONS AND 12,000 GAL y ca- L LOCATIONS OF DISPENSERS. Y DIESEL 4tr m z REF 2-G3.0 w. m 4 35558 z z TANK#2 STP SUMP (PUL) TANK#2 INTERSTITIAL MONITOR TANK#1 STP SUMP (RUL) REF 4-G6.1 AND 1-G4.0 10 FT DIA REF 5-G6.1 AND 4-G3.0 REF 4-G6.1 AND 1-G4.0 9j FCHAN��'PQ� z STREET SIDE 8,000 GAL TANK#1 FILL/VAPOR SUMP (RUL) OF CA��FO TANK#2 FILL/VAPOR SUMP (PUL) PREMIUM REF 4-G6.1 AND 1-G4.1 REF 4-G6.1 AND 1-G4.1 UNLEADED 03/23/21 o REF 2-G3.0 SHEET: U W Q rn = CD G 1 . 0 FUELING - USA CA