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® KEY NOTES <br /> 18 <br /> EXPLOSIVE PROOF J-BOX <br /> WITH 3/4" NPT THREADS 1Q CONCRETE SLAB. REF 1 AND CIVIL DRAWINGS Lu <br /> FOR TOS ELEVATIONS. ALL <br /> MOUNT FLAT. GC TO INSTALL MANHOLES WITHIN <br /> N UPRIGHT POSITION THE TANK SLAB AREA TO BE RAISED 1"ABOVE THE 2 <br /> NORMAL GRADE OF CONCRETE. SLOPE CONCRETE p <br /> CORD AND CORD GRIP TO MANHOLES 1/4" PER FT. CROWN CONCRETE AS a U H <br /> SUPPLIED WITH PROBE TO NOT INHIBIT WATER DRAINAGE OFF THE TANK a w W <br /> 29 SLAB (NO POOLING). .L W <br /> U) <br /> �2 GEOTECH FABRIC MATERIAL TO EXTEND 12" WLU O <br /> 8" CONCRETE SLAB MINIMUM PAST THE TANK HOLE EXCAVATION. w <br /> g.. d METHOD OF PINNING FABRIC AT TOP OF W <br /> EXCAVATION TO BE APPROVED BY THE 7-ELEVEN OW. V <br /> CONSTRUCTION MGR. <br /> PEA GRAVEL BACKFILL TYP ❑3 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK N o 0 <br /> (OR APPROVED MANUFACTURER. PLACE DEADMEN PER p <br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS. o 0 <br /> ALTERNATE) it <br /> FOR SLOPE, FOLLOW CURRENT OSHA <br /> REGULATIONS. IF SHEET PILES ARE UTILIZED, N N <br /> PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW <br /> CONDUIT WITH SEAL-OFF TANKS AND SHORING. Prato 08-21-17 <br /> TYP REF 1-G9.0 AND 1-G 12.0 <br /> 05 BURIAL DEPTH GREATER THAN 5'-8" REQUIRES <br /> 7-ELEVEN AND MANUFACTURER'S APPROVAL. <br /> 01 4" FRP RISER PIPE © UNDISTURBED SOIL OR COMPACTED BACK FILL <br /> BRINE LIQUID LEVEL �� NOT LESS THAN 95% OF MODIFIED PROCTOR <br /> 31 BELL BY MALE FITTING AT STP/ATG MANHOLE STP!ATG MANHOLES DENSITY(AASHTO-T-180). o <br /> EACH END OF PIPE RISER REF 1-G4.0 REF 1-G4.0& 2-G4.0 1 Lo <br /> 2 Q� <br /> LM 2 <br /> VF <br /> BRINE TANK RESEVOIR Z Ur W N U) <br /> _ Z � L Z <br /> 6 > Q 0 <br /> Z _ U I- <br /> U <br /> W o Wz w <br /> TANK RIB T-0" > Q Z C' U <br /> INTERSTITIAL SPACE 01 J C) U Z <br /> FILLED WITH BRINE I fA O Q <br /> INNER TANK WALL I 10' DIA 10' DIA <br /> 20K GALLON 20K GALLON SPLIT TANK W W ~ <br /> REGULAR (8K PREMIUM UNLEADED ~ m <br /> UNLEADED AND 12K DIESEL) 4 <br /> TANK#1 TANKS#2 &#3 PEA GRAVEL BACKFILL TYP CD <br /> L (OR APPROVED ALTERNATE) C(4 <br /> 12" PEA GRAVEL BACKFILL <br /> MATERIAL(OR APPROVED <br /> ALTERNATE) UNDER TANKS <br /> AND DEADMEN <br /> 3 <br /> 24" 24" 24" 24" 24" 24" <br /> MIN MIN MIN MIN MIN MIN <br /> ANNULAR SPACE 3 <br /> RISER AND SENSOR SECTION 10 ' DIA UNDERGROUND STORAGE TANK SECTION <br /> q1/2°=11_01, 1/4,1=1'-0" <br /> z <br /> a <br /> W <br /> W <br /> Z w <br /> S7 ti <br /> Z n <br /> WHi <br /> y <br /> 1- <br /> R <br /> 7 4 E <br /> W r <br /> r_ <br /> Oo <br /> f11 � <br /> ..s <br /> z <br /> OFFSET ANNULAR SPACE PRODUCT FILL AND VENT MANHOLE s <br /> MANHOLE TO MAINTAIN 10" , <br /> - w <br /> CLEARANCE FROM STP COVER REF 2-G4.1 <br /> U o' <br /> B1 0 61 F <br /> ANNULAR SPACE STP/ATG MANHOLE STP/ATG MANHOLE ' C? PRODUCT FILL AND ANNULAR SPACE <br /> STP/ATG MANHOLE PRODUCT FILL AND a <br /> RISER REF 4-G3.0 REF 2-G4.0 1 REF 1-G4.0 M VAPOR MANHOLE RISER 1 T <br /> o REF 1-G4.0 VAPOR MANHOLE <br /> m REF 1-G4.1 5 REF 1-G4.1 (RUL REF 4-G3.0 2 <br /> 10"L cb (DSL (PILL 2 (VAPOR) FILL) <br /> MIN FILL) (VAPOR) FILL) 00pp <br /> O <br /> a <br /> zM <br /> 0 �.((; Z <br /> 6 <br /> M6 QFn <br /> m <br /> C Y <br /> 01 A J%. 01 Q (0 N <br /> 41 r> < T <br /> d A PEA GRAVEL BACKFILL TYP <br /> (OR APPROVED ALTERNATE) PEA GRAVEL BACKFILL TYP Cn 6 U <br /> (OR APPROVED ALTERNATE) <br /> o o c <br /> 4 0 4 my� umcyuc- 3L3p aN <br /> L a7 R V1 a7 to C 0... O <br /> DIESEL PUL TANK#1 12"PEA GRAVEL BACKFILL -p = p 6 X-,E m t 2-o <br /> 12" PEA GRAVEL BACKFILL RUL - a o ro` y o— <br /> TANK#2 MATERIAL OR APPROVED -0-2 2 2 c o d o O m <br /> TANK#3 MATERIAL (OR APPROVED ALTERNATE UNDER �' ° p.O'N 3 r t a� > 0 o E <br /> ALTERNATE) UNDER ) o r c o L m c w._ <br /> TANKS AND DEADMEN TANKS AND DEADMEN a 3 x =0,6 m m <br /> aoaRoys.. a; c >.E= <br /> C� oc03o -pm <br /> � cL m<All a �w.oc o <br /> E° U 2 C oJill <br /> UCSOU a) a@p_C 0. CL: VJ <br /> p a) Ta)�L � a7 30Y L In <br /> E o y y o s y@ E <br /> ,C <br /> L <br /> 3 3 <br /> 41. 1,1 21.9.. gl_11r1 q_�311 q._6$" 6'-1 4'-12" 61811 51.611 4'_12, 5._1$" �p31ESSkf <br /> 5' 10711 gl_12" 11.42" 5'-4" 2 2 5'_6" 8P < <br /> 181.0.. 181.011 181.0 181.01, € .. <br /> w <br /> 3T-8 �JJ <br /> 31.211 371. 1: 31.22" " - <br /> 2 <br /> 9HAtS1� <br /> Gad CA,1"4�O <br /> 10 ' DIA 20 000 GALLON SPLIT TANK SECTION 10 ' DIA 20 , 000 GALLON TANK SECTION 11/26/18 <br /> 2 1/4"=V-0" 1 1/4"=1'-o" SHEET: <br /> G3 . 0 <br /> FUELING - USA CA <br />