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® KEY NOTES 1� CONCRETE SLAB, REF CIVIL DRAWINGS FOR TOS EXPLOSIVE PROOF J-BOX WITH 314" NPT THREADS ELEVATIONS. ALL MANHOLES WITHIN THETA NK SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL MOUNT FLAT. GC TO INSTALL IN UPRIGHT POSITION GRADE OF CONCRETE, SLOPE CONCRETE T MANHOLES 114PER FT." CROWN CONCRETE AS TO o CORD AND CORD GRIP NOT INHIBIT WATER DRAINAGE OFF THE TANKCL SUPPLIED WITH PROBE SLAB (NO POOLING). 8 C g 0 GEOTECH FABRIC MATERIAL,TO EXTEND 60" 0 MINIMUM PAST THE TANK HOLE EXCAVATION. ALL 8"CONCRETE SLAB GEOTECH FABRIC MATERIAL SHALL BE PINNED PRIOR TO BACKFILLING. METHOD OF PINNING FABRIC AT TOP OF EXCAVATION TO BE APP 4 e a e 4 a= , BY THE 7-ELEVEN CONSTRUCTION MGR- -Mir MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK ❑ PEA GRAVEL BACKFILL TYP (OR APPROVED MANUFACTURER. PLACE DEADMEN PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALTERNATE) ® FOR SLOPE, FOLLOW CURRENT OSHA N REGULATIONS. IF SHEET PILES ARE UTILIZED, PROVIDE 42"MINIMUM CLEARANCE BETWEEN NEW Proto 11-05-18 TANKS AND SHORING. CONDUIT WITH SEAL-OFF TYP REF 1-G9.0 AND 1-G12.0 BURIAL DEPTH GREATER THAN 5'-$"REQUIRES 7-ELEVEN AND MANUFACTURER'S APPROVAL. 01 4" FRP RISER PIPE ® UNDISTURBED SOIL OR COMPACTED BACK FILL NOT LESS THAN 85% OF MODIFIED PROCTOR BRINE LIQUID LEVEL 31 BELL BY MALE FITTING AT DENSITY(AASHTO-T-18D). EACH END OF PIPE RISER 9 STP/ATG MANHOLES ~ 5-0„ REF 1-G4.0&2-G4.01 2U�r O Cf) BRINE TANK RESEVOiR MIN Z ? M � � Z .t. • .• . :r• ; ti. .�.:..Vii•` <e.y _ � � � O W © Z ° z w u TANK RIB —L6 W 3: � � W w z U z INTERSTITIAL SPACE FILLED WITH BRINE W w ©U W ~ INNER TANK WALL 01 ~ m W U �- 1 1 O O N TANKS#1,#2, 4 AND#3 PEA GRAVEL BACKFILL TYP LL (OR APPROVED ALTERNATE) 12"PEA GRAVEL BACKFILL MATERIAL(OR APPROVED ALTERNATE) UNDER TANKS AND DEADMEN 3 24" 24" 24" 24" 24" 24" MIN MIN MIN MIN MIN MIN N 0 T USED- 10 ' SED ANNULAR SPACE2 10 DIA UNDERGROUND STORAGE TANK SECTION- RISER AND SENSOR SECTION- 3 1/4"=V—Opt 4 1/2"=V-0" z 'l,O ' 20 7IL vi N We g w n E w ¢ 3 U, ❑ PRODUCT FILL AND OFFSET ANNULAR SPACE ""� & MANHOLE TO MAINTAIN 10" J VENT MANHOLE CLEARANCE FROM STP COVER 7 REF 2-G4.1 ❑ _ <� BiSTPIATG MANHOLE ANNULAR SPACE Bi STPIATG MANHOLE REF 2-G4.0 RISER REF 4-G3.0 � U STP/ATG MANHOLE PRODUCT FILL AND ANNULAR SPACE PRODUCT FILL AND REF 1-G4E O VAPOR MANHOLE RISER VAPOR MANHOLE REF 1-G4.0 0 5'-0" � 1 0 REF 1-G4.1 REF 4-G3.0 (PUL REF 1-G4.1 (DSL � M0" MIN � a RUL 5 2 APOR)(FILL} FILL) APOR) FELL) Y - 00 • , u } .. .... .: "••-r . '...' _,.. ,,.f. `..� :4:., J C14 OO z Z -71 01 m v J1. J1 PEA GRAVEL BACKFILL TYP N OR APPROVED ALTERNATE) }' I ( (a (� f. c_I O U PUL DIESELNK#3 N 12"PEA GRAVEL BACKFILL ami o e m p c a RUL TANK#2 TA MATERIAL(OR APPROVED 4) U m `� m `� - nN TANK#1 cp�, � � p ALTERNATE) UNDER 8 o E 2 c TANKS AND DEADMEN o Qs o o N L2. 3� cc:T f� p C 4'6-.0. C U1 C_T©W E � pa80E t� LLA �Ri auc 4? Q.C L1-^ pN� ui— N i p pyAd} N � N � rnpN o • N 3 ❑ I c �us0LON � E ❑ p c � ��` C� p 1 7 4' 63„ 4"_11„ 2'-g„ 4'- �� 5 4" 1'-42' 4'-11-2" 5`-1 s, c 4�_�� 6' 10-„ 4' 1�" 6' 8„ 5'_8„ 4-12' S'-108„ 8 5-6" 2 ' pFESSI, ✓` 18141 189_0" 18'-0" 37'-9 3'-22" cam/ 37'-4" 3' 0" 4 �' 35558 78'-6" 9�FCHAN�GP OF C 12/18/19 ' GALLON TANK SECTION- 11/43'=V-019 SH10 DIA2D000 G3 . 0 FUELING - USA CA �CD aA