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<br /> SEE CIVIL SHEETS FOR CONCRETE CROWN (TYP.) REINFORCED CONCRETE SLAB
<br /> F ADJOINING CONDITIONS —� CIVIL SHEETS SEE CIVIL SHEETS
<br /> Fv e e v - v
<br /> vy � v
<br /> . o
<br /> 3/8" PEA GRAVEL BACKFILL_
<br /> TO BOTTOM OF ASPHALT
<br /> j
<br /> WALL OF EXCAVATION
<br /> l
<br /> ro 0
<br /> fT 2' MIN. DOUBLE WALL n
<br /> a SLOPE OR SHORE TANK EXCAVATION
<br /> u' >. a UNDERGROUND TANK �� FILFIFTH L TOIFT P OPE TANK,Cl PER PROJECT SOILS REPORT AND TYP. :2 0
<br /> I
<br /> ANI< MANUFACTURER INSTALLATION
<br /> R a INSTRUCTIONS AND TO LOCAL, STATE a�
<br /> :2 AND FEDERAL REGULATIONS. ALL SHORING
<br /> TO BE ENGINEERED AND PERMITTED.—
<br /> TJOQ�o
<br /> -
<br /> o_
<br /> I FOURTH LIFT OF PEA GRAVEL, TAMP
<br /> Ur� ? UL 1316 AND METHANOL GRAVEL BENEATH TANK.
<br /> 00 O0u APPROVED UC ni�01
<br /> � 7k0 � �z�('(QJ THIRD LIFT OF PEA GRAVEL, TAMP GRAVEL
<br /> QooQ�O { Qr BENEATH TANK.
<br /> S w Q 0 J�O�o�0o0 0 0�Jo 0 QQ� SECOND LIFT OF PEA GRAVEL, TAMP
<br /> <r lJc��.l"U�7CJ �'L"� o�O�Uc4C-)O GRAVEL BENEATH TANK.
<br /> '.' ; �OOQ�OOoQ��,OoQ�oCJ� oO�QOoOQOOOQO T BED OF PEA GRAVEL
<br /> EXTEND CONCRETE DEADMAN
<br /> CONCRETE DEADMAN PERMANUFACTURER TYP. OF (2) i' MIN. 12" BEYOND OVERALL LENGIFI
<br /> NOTE:
<br /> 1'-3" 1 _3,,. OF TANK (TYP.)
<br /> NOTE_:
<br /> FOLLOW UST MANUFACTURER' S IF GROUNDWATER IS ENCOUNTERED DURING EXCAVA110N FOR TANK INSTALLATION OR IF
<br /> rl
<br /> f7 p POTENTIAL_ EXISTS FOR SURFACE RUNOFF INTO TANK PIT, CONTRACTOR SHALL STRAP
<br /> COMPLETE CURRENT INSTALLATION THE TANKS TO THE DEADMEN AND BACK FILL_ TO TOP OF TANKS IMMEDIAIELY AFTER
<br /> N J R U C T ONS TANK PLACEMENT, THEN CONTRACTOR SHALT_ ENTIRELY FILL TANKS WITH WATER. THE
<br /> ABOVE (TANK PLACEMENT THRU FILLING WITH WATER) SHALL BE DONE IN ONE
<br /> CONTINUOUS PROCESS. TANKS SHALL BE PUMPED DRY ONLY AFTER FINAL BACK FILL
<br /> TYPIICAL 'ANN BL9V�;i°RIAL AND CONCRETE COVER IS IN PLACE.
<br /> rif arA 9-n N9 --- X-TANK-11URIA�
<br /> P
<br /> SEE CIVIL_ SHEETS FOR 18" MIN. CONCRETE — REINFORCED CONCRETE SLAB
<br /> ADJOINING CONDITIONS SLOPE CROWN (TYP.) SFE CIVIL SHEETS
<br /> . v _ ,. .
<br /> ---- e e e :. v �v . v e o v o v '. a e v
<br /> v .v
<br /> - SLOPE OR SHORE TANK
<br /> EXCAVATION PER PROJECT
<br /> SOILS REPORT AND TANK
<br /> MANUFACTURER INSTALLATION 8 ' PEA GRAVEL_
<br /> INSIRUC110NS. ALL SHORING 3/8"
<br /> TO BE ENGINEERED AND BACKI=ILL TO
<br /> PERMITTED. BOTTOM OF ASPHALT
<br /> --_ WALL OF EXCAVATION
<br /> t
<br /> o — 2_ DOUBLE WALL 3 DOUBLE WALL \ _ 2— b Z
<br /> L MIN. UNDERGROUND TANK \.\ MIN. UNDERGROUND 7ANX t MIN, �, n ¢
<br /> e
<br /> { � oFIFTH
<br /> LIFT
<br /> P PEA GRAVEL,
<br /> FILL TOOFANI
<br /> -
<br /> $ /�
<br /> 0 Ll
<br /> rL tL !�1
<br /> FOURTH LIFT OF PEA GRAVEL, TAMP
<br /> I
<br /> d j UL 1316 AND METHANOL UL 1316 AND fl1ETHANOL "� �• ' GRAVEL BENEATH TANK. /� --- — _-
<br /> APPROVED I .I APPROVED M &
<br /> { ° ,{ THIRD LIFT OF PEA GRAVEL, TAMP __ _
<br /> GRAVEL BENEATH FANK, NO REVISIONS DATE DWN CKD
<br /> -' - r - - - - - } SECOND LIFT OF PEA GRAVEL, TAMP --- t,N-- -
<br /> _ _GRAVEL BENEATI-I LANK, s• f
<br /> a 3` wa �'
<br /> z OED OF PEA GRAVEL ""^' V
<br /> 6301 WATERFORD BOULDEVARD
<br /> 1' MIN. BOX 26647
<br /> I CONCRETE DEADMAN PER MANIJi=ACTURER TYP. OF (2j — CONCRETE DEADMAN 12" X 36" — TYP. OF (2) EXTEND CONCRETE DEADMEN OKLAHOMA CITY, OK 73126___
<br /> 1 -3 14•-2 OF BEYOND OVERALL_ LENGTH
<br /> i'_g^ OF TANK, TYPICAL OF (3). •.f
<br /> NOTE: NOTE: LSI Adapt Inc.
<br /> FOLLOW UST MANUFACTURER 'S IF GROUNDWATER IS ENCOUNTERED DURING EXCAVATION FOR ANI< INSTALLATION OR IF POTENTIAL EXISTS FOR 24651 CENTER RIDGE ROAD, SUITE 190
<br /> _ _ SURFACE RUNOFF INTO TANK PIT, CONTRACTOR SHALL STRAP THE TANKS TO THE DEADMEN AND BACK FILL TO TOP WESTLAKE, OH 44145-5627
<br /> T COMIfD LETL CURRENT INSTALLATION OF TANKS IMMEDIATELY AFTER TANK PLACEMENT, THEN CONTRACTOR SHALL ENTIRELY FILL TANKS WITH WATER. THE TEL: 440-£371-1603 FAX: 440-071-1739
<br /> �.,
<br /> ABOVE (TANK PLACEMENT THIRD FILLING WITH WATER) SHALL BE DONE IN ONE CONTINUOUS PROCESS, TANKS SHALT_ .ron uo.
<br /> I N S T R U C J I ON S BE PUMPED DRY ONLY AFTER FINAL BACK FILL AND CONCRETE COVER IS IN PLACE Fw0.PtESs0
<br /> TYPICAL QUAL TANK BURIAL 1, � TF
<br /> No' a — ----
<br /> \ O AS-NOTED
<br /> - --- --- -- X-`TANK-BU�EIAL.bdUA06 o- Gza4rs y- a 02-26-01
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<br /> rYPICA9 TANK BURIAL
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