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A 4 GENERAL NOTES 33'-1" O.T.O. TANK SLAB U) 32'-2" (MIN BOUNDARY TOP OF EXCAVATION) 1 ALL CONSTRUCTION SHALL MEET COUNTY W 28-2 STANDARDS. CONTRACTOR TO SECURE ENTIRE (MIN BOUNDARY BTM OF EXCAVATION) CONSTRUCTION AREA WITH CHAIN LINK o FENCING DURING CONSTRUCTION PERIOD. 0 H H H H W W O �:fW W W W O O Lu Lu C7 2 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY LU z z - - - - - - - - - - - - - - - - - I ENGINEER OF ANY DIFFERENCES BETWEEN THE j a a B1 I I ACTUAL FIELD CONDITIONS AND THE PLANS °) Lu 0 0 0 0 18 BEFORE PROCEEDING WITH CONSTRUCTION. U U U U 0 0 LU >- >- >- >- J J FTI 72 3 FUEL CONTRACTOR SHALL BE RESPONSIBLE W ~ � � W W FOR THE INTEGRITY OF THE PIPING SYSTEM D_ U U U U IL LL DURING CANOPY ERECTION AND CONCRETE o 0 0 0 0 FLATWORK INSTALLATION. CV CV CV N N CV CV �- i co N Un CU 0 0 o cel z z I I 4 AFTER COMPLETING INSTALLATION OF r` rn N O O 3-�3 1 I I 40 DISPENSERS, THE FUEL CONTRACTOR IS TO 0 0 0 0 0 Q Q I I I I INSTALL BRIGHT ORANGE CONSTRUCTION aaaaaaa 19 20 FENCE AROUND ENTIRE DISPENSER. > N Q w w W u- 28 DSL 5 FUEL CONTRACTOR IS TO BE AWARE THAT ON Y O O I I I I THE DAY THE GASOLINE SYSTEM IS PUT INTO Proto 11-05-18 z O ED I 56 SERVICE, THE FUEL CONTRACTOR AND A p } I I I 41 GILBARCO AUTHORIZED SERVICE CONTRACTOR MUST BE ON SITE ONE (1) HOUR PRIOR TO 0 o o I I I I 1g 2p STARTUP AND MUST REMAIN ON SITE THREE (3) z z I I I ADDITIONAL HOURS FOR A TOTAL OF FOUR (4) co O O I I I I I HOURS. ANY COSTS INCURRED OVER FOUR(4) cfl "N co co ' z z I I 26 RUL HOURS DUE TO FUELING SYSTEM ISSUES, SHOULD BE BILLED AS A CHANGE ORDER. Lo z ti Q U) 42 J 36" MIN N N I I I I a TYPICAL 1 2 00 � I I ®0 27 PUL w Y 2 0 43 b z 3 4 a d a ° ° ° a d ° ° ° o d a s ° I I I I ` z ` ° ° ° ° I I I I ## KEY NOTES L ° ° ° a < d ° a° ° d ° a °a ° ° v \ °44 I I I I � /� a < a ° ° d ° ° d a d °O da °a 0 Q Z w z PEA GRAVEL BACKFILL TYP I I B1 I w o � / " Q (OR APPROVED ALTERNATE) I I L I I 18 0 2 0 _ _ _ _ _ _ _ - - - - - - - J I 1� 6"CONCRETE SLAB AT FUELING CANOPY. Z 02 (y) REF GO.1 AND CIVIL DRAWINGS FOR TOS W 0 U � - - - - - - - - - - - - - - - - - � ELEVATIONS. J o 03 ADD 10 INCHES OF WIDTH TO PIPING TRENCH FOR r EACH ADDITIONAL PIPE T 01 �2 GEOTECH FABRIC MATERIAL TO EXTEND 36" I W W U)f� (D PAST EACH SIDE OF PIPING TRENCH. ALL 00 Z 02 GEOTECH FABRIC SHALL BE PINNED PRIOR TO Y z Q NOTE: NOTE: REFERENCE FUEL PIPING FOR REINFORCING AT TANK BACKFILLING. METHOD OF PINNING FABRIC AT a ~ LL] � 0 PLAN FOR ORIENTATION OF SLAB PENETRATIONS AND 8"TANK SLAB 6"CAN SLAB TOP OF EXCAVATION TO BE APPROVED BY THE _ � 7-ELEVEN CONSTRUCTION MANAGER. TANKS CORNERS REF 6-G6.1 Co 10" 10 "101„2 ❑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 (4 PIPE)48 WIDE TRENCH 2 1/8"-1'-0" CONTAINED WITHIN. MAINTAIN A MINIMUM OF 4" (3 PIPE)36"WIDE TRENCH (10cm) CLEAR DISTANCE BETWEEN PIPING POSITIONED IN THE TRENCH AND 6"WHERE (2 PIPE)26"WIDE TRENCH PIPING CROSSES OVER EACH OTHER. THE BOTTOM OF THE TRENCH SHALL BE AS 16"WIDE TRENCH UNIFORM AS POSSIBLE TO ELIMINATE HIGH (1 PIPE) D SPOTS AND ENSURING AN EVEN LAYER OF BEDDING MATERIAL UNDER THE PIPE. REMOVE W ALL SHARP ROCKS AND DEBRIS FROM THE PRODUCT / VENT PIPING TRENCH BOTTOM BEFORE BEDDING MATERIAL P PING TRENCH SECT 0 N IS INSTALLED. 1"- ❑ CONDITIONS WHICHMUDVARIATIONS ST BE APPROVED BY 7-ELEVEN AND 6 7 MANUFACTURER. PIPING BURIAL DEPTHS LESS THAN 18" REQUIRES 7-ELEVEN APPROVAL. Z O Z Lu W W z - Z � o W r U CL X W X Z � uj~ o n N z_ <.E J TANK#3 uia W o3 TANK#1 STP SUMP (RUL) 10 FT DIA J20 J19 J17 D Z o REF 4-G6.1 AND 1-G4.0 12,000 GAL REF 1-G5.0 0 0 0 J20 J19 J17 Lu Q M DIESEL O !G� REF 1-G5.0 O Off' J20 J19 J17 O �OCANOPY COLUMN TYPICAL v o INTERSTITIAL MONITOR REF 2-G3.0 ��O 5� 0 W Q w <N REF 5-G6.1 AND 4-G3.0 0O °O REF 1-G5.0 °O REF SHEET G8.0 AND Of TANK#3 STP SUMP (DIESEL)--- 10 0 6 0 2 ° CANOPY MFR DRAWINGS ~ v o~ REF 4-G6.1 AND 2-G4.0 o o o DISP 5 / DISP 3 DISP 1 FrioQ TANK#3 DIESEL FILL SUMP ° 3" OVER 2" DBL-WALL o 0 q� 3" OVER 2" DBL-WALL a 0 REF 4-G6.1 AND 2-G4.1 FIBERGLASS FIBERGLASS PRODUCT VAPOR PIPING - SLOPE 1/8" PIPING -SLOPE 1/8" PER PER FOOT MIN. TRANSITION FOOT MIN 3"X 2" REDUCER f` Q O (D _ BUSHING (6 LOC) TO 4" OVER 3"AT TRUNK LINE O LLI N 0 J TANK #1 1 1 REF 5-G5.0 1 1 O Z 10 ~ 20,000 GAL 0 �'\ o 1 o Q z co �® REGULAR 11 C�; J20 J19 J17 O 5�1 J20 J19 J17 O 5�0� J20 J19 J17 (n 1 UNLEADED 0 0 REF 1-G5.0 0 REF 1-G5.0 Q m REF 1-G3.0 12 0° REF 1-G5.0 8 4 0° m -0 o 011 N TANK#1 FILL/VAPOR SUMP (RUL)------ �DISP 6 �DISP 4 �DISP 2 REF 4-G6.1 AND 1-G4.1 0 0011\ 0 U TANK#2 STP SUMP (PUL) U) U REF 4-G6.1 AND 1-G4.0 HO TYP vi - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REF 2-G6.0 m� 0° �m o �'� U) N TANK#2 FILL/VAPOR SUMP (PUL) - - �- - - - - - - - - - - - - _ _- - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - � � Ccav0imui � o� LQo REF 4-G6.1 AND 1-G4.1 �0 - I - - - - - ��oc � aip� ao� �- 0 0 0 E L a) =3 L cv QL O O N U I L O O U'- N > •O N O ° O ° i 7 a i X-0 0 0 (6 •� � L0' �� a� E I 0 TEE IS SET AT 90° ELBOW IS SET AT C a � �, _ : Fu U O 1 O Q� a) u � C C.9�,Q m Q 45 ANGLE, TYP 45 ANGLE, TYP Q O � �, E- O L U �,O N cn•-H Q INTERSTITIAL MONITOR E'v, -U 0- U'-_ " c O E o TANK#2 � 2 0Q � c� mU REF 5-G6.1 AND 4-G3 " m > "� m Q a o U) z I 10 FT DIA 4" OVER 3 DBL-WALL ° o c t = O� -- FLOWRATE FLOW RATE � Ec �0L -a)=1 `D � 8,000 GAL FIBERGLASS MAIN TRUNK 0 0 cn o L N (RUL AND PUL) (DSL) _ O 3:(D PREMIUM LINE VAPOR PIPING- UNLEADED SLOPE 1/8" PER FOOT MIN 1-6 NOZZLES - 10 GPM 1-4 NOZZLES - 10 GPM � SIM REF 2-G3.0 QROFESS/ l _ 3-G1.0 3"OVER 2" DBL-WALL FIBERGLASS NOTE: ? z 8 NOZZLES - 9.8 GPM Y VENT PIPING-SLOPE FROM 10 NOZZLES - 8.5 GPM REF 1-G6.1 FOR DIMENSIONS AND c3 m REMOTE VENT DOWN TO TANKS LOCATIONS OF DISPENSERS. a 35558 ;o 0 1/8" PER FOOT MIN 12 NOZZLES - 7.5 GPM 11 1cl- 0 0o VAPOR POLISHER c-D �9�OCF HA CALF )I REF 1-G6.0 z Uj G6.0 o 01/26/21 U W � UE � P P NG PIAN G1 . 0 LLj FUELING - USA CA