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F#-#1 KEY NOTES <br /> 18 <br /> EXPLOSIVE PROOF J-BOX <br /> WITH 3/4" NPT THREADS1❑ CONCRETE SLAB. REF CIVIL DRAWINGS FOR TOS `Z <br /> MOUNT FLAT. GC TO INSTALL ELEVATIONS. ALL MANHOLES WITHIN THE TANK Lu <br /> IN UPRIGHT POSITION SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL <br /> CORD AND CORD GRIP GRADE OF CONCRETE. SLOPE CONCRETE TO p U) U) <br /> SUPPLIED WITH PROBE MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO o U F F- <br /> NOT INHIBIT WATER DRAINAGE OFF THE TANK Z Z <br /> Lu Lu <br /> 29 SLAB �_ <br /> LU <br /> ( ) <br /> NO POOLING). <br /> 8" CONCRETE SLAB 3 p > 0 0 <br /> ❑2 GEOTECH FABRIC MATERIAL TO COMPLETELY LINE � � O O <br /> ° <br /> TANK EXCAVATION AND EXTEND 60" MINIMUM } >_° a PAST THE TANK HOLE EXCAVATION. ALL GEOTECH W <br /> ° O G ° I— I— <br /> FABRIC MATERIAL SHALL BE PINNED PRIOR TO Lu U U <br /> BACKFILLING.EQUIVALENT. <br /> ME FABRIC MUST BE MIRAFI <br /> 5 140N OR EQUIVALENT. METHOD OF PINNING o N <br /> PEA GRAVEL BACKFILL TYP <br /> 0 0 0 o FABRIC AT TOP OF EXCAVATION TO BE APPROVED � I CD N <br /> > (OR APPROVED <br /> BY THE 7-ELEVEN CONSTRUCTION MGR. p T_ 0 <br /> ALTERNATE) 0 0 0 <br /> ^�^ y" 1 ❑3 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK <br /> MANUFACTURER. PLACE DEADMEN PER <br /> MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1 <br /> CONDUIT WITH SEAL-OFF ® FOR SLOPE, FOLLOW CURRENT OSHA Proto 11-05-18 <br /> TYP REF 1-G9.0 AND 1-G12.0 REGULATIONS. IF SHEET PILES ARE UTILIZED, <br /> PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW <br /> TANKS AND SHORING. <br /> 01 4" <br /> BRINE LIQUID LEVEL FRP RISER PIPE ❑5 BURIAL DEPTH GREATER THAN 5'-8" REQUIRES <br /> 31 BELL BY MALE FITTING AT 3 7-ELEVEN AND MANUFACTURER'S APPROVAL. co <br /> co <br /> EACH END OF PIPE RISER 6 UNDISTURBED SOIL OR COMPACTED BACK FILL 0 <br /> STP ATG MANHOLE STP ATG MANHOLES ❑ Lo <br /> 29 REF 1-G4.0 REF 1-G4.0 &2-G4.0 1 NOT LESS THAN 95% OF MODIFIED PROCTOR ti <br /> 5'-0" 2 DENSITY (ASTM D 1557). Q <br /> MIN IX 2 <br /> BRINE TANK RESEVOIR U <br /> Z z Q z <br /> > �' O <br /> w � <br /> 6 Z — � v <br /> TANK RIB w Q Q <br /> W <br /> INTERSTITIAL SPACE <br /> 3'-03 w U <br /> FILLED WITH BRINE0 J 3: Z <br /> INNER TANK WALL w W w O <br /> 10' DIA 10' DIA m <br /> 20K GALLON 20K GALLON SPLIT TANK <br /> REGULAR (8K PREMIUM UNLEADED 4 = <br /> UNLEADED AND 12K DIESEL) <br /> PEA GRAVEL BACKFILL TYP O <br /> O <br /> TANK#1 TANKS#2 &#3 (OR APPROVED M <br /> ALTERNATE) <br /> 12" PEA GRAVEL BACKFILL <br /> MATERIAL(OR APPROVED <br /> ALTERNATE) UNDER <br /> TANKS AND DEADMEN <br /> „ 3 „ <br /> 24 24" 24" 24" 24" 24 <br /> Ilk MIN Ilk MIN MIN MIN 11 MIN 11 k MIN 11 kW <br /> ANNULAR SPACE <br /> R SER AND SENSOR C�S�E �10N10 ' DIA UNDERGROUND STORAGE TANK SECT ON W <br /> Z <br /> O Z <br /> Lu <br /> W <br /> W <br /> Z <br /> Z " o <br /> Z5 W " U <br /> CL <br /> W X <br /> Z ZLLJ~ E <br /> O In N <br /> Z_ Q E <br /> LbJ� <br /> Wa W o3 <br /> Z o 3 <br /> Z 0o <br /> W 0 v <br /> 0 J <br /> J M <br /> OFFSET ANNULAR SPACE PRODUCT FILL AND w— v o M <br /> MANHOLE TO MAINTAIN 10" VENT MANHOLE F Q Of <br /> CLEARANCE FROM STP COVER REF 2-G4.1 W ~ <br /> ANNULAR SPACE STP/ATG MANHOLE 81 <br /> F <br /> RISER REF 4-G3.0 REF 2-G4.0 STP/ATG MANHOLE PRODUCT FILL AND <br /> 0 61 _ <br /> o REF 1-G4.0 VAPOR MANHOLE STP/ATG MANHOLE C7 PRODUCT FILL AND ANNULAR SPACE pripQ <br /> 5'-0" REF 1-G4.1 1 5 5'-0" RUL REF 1-G4.0 VAPOR MANHOLE RISER 1 <br /> 10 (DSL (PUL 2 _01 Ile <br /> MIN MI FILL) (VAPOR) FILL) MIN REF 1-G4.1 ( REF 4-G3.0 2 <br /> ap (VAPOR) FILL) <br /> LLJ <br /> a z Q Q O co <br /> 6 - - <br /> 19 0 6 Q 00 <br /> 3 M 3 m <br /> 001 N U <br /> 0 U (a <br /> 1> 1> II GRAVEL � GRAVEL <br /> ( <br /> BACKFILL, TYP OR BACKFILL, TYP (OR <br /> APPROVEDAPPROVED <br /> — U <br /> p APPD <br /> ALTERNATE) ~m m coALTERNATE) � 7 mm7 m `tn c O <br /> C97 <br /> O <br /> DIESEL PUL 4 mQC �L ` ° <br /> O 7 RUL � O iTANK#3 TANK#2 ° ocoocmm <br /> TANK#1 .ro O a <br /> c <br /> E Q2 �� N O CL O <br /> N � OO � X� O5 (6c6Ewo <br /> 12" PEA GRAVEL __ <br /> �i BACKFILL MATERIAL U O � 3 <br /> 12" PEA GRAVEL Q-° �'� L � � <br /> o74 HA1,11 OR APPROVED BACKFILL MATERIAL c Q.o -°a IS S w a o <br /> N ALTERNATE UNDER (OR APPROVED E. o a o cn H u, <br /> ALTERNATE) UNDER ° c ° a� Q c Q-- a� v, <br /> TANKS AND DEADMEN •- o — <br /> TANKS AND DEADMEN o p o 02,6;c <br /> U.c ° <br /> N pEcQ- a�.LL �,� E <br /> 3 <br /> 0 7 1 1 1„ 1 3„ 3 RpF ESS/ <br /> 5'-10-„ 4'-1_„ V-4_„ 5' 4„ 4'- 2'-9" 4,_1_„ 4'-6 P <br /> z 8 2 2 2 2 5'-6" 8 4'-63„ 6'-101„ 4,_11,. 4,_11,. 5'-107„ �O q <br /> 8 2 2 6' 8" 5'-6" 2 81� Ir 7r Ir 7r 7r c�� �� <br /> 18'-0" 18'-0" <br /> c <br /> 18'-0" 18'-0" a 35558 <br /> CD 3'_22„ 37'_94„ 3'_22" 3 <br /> 0 37'-84„ <br /> c Ir 7r Ir <br /> o �9� FCHAWC1' <br /> W OF CAS\FO <br /> cn <br /> 10 ' DIA 20 , 000 GALLON SPLIT TANK SECTION 10 ' DIA 20 , 000 GALLON TANK SECT CI SHEET: 01/26/21 <br /> ix <br /> U W <br /> mz <br /> 3 . 0G <br /> Wz <br /> z ¢ <br /> FUELING - USA CA <br />