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J <br /> HL0 <br /> Cn W <br /> J 0 0 <br /> SHORE TANK EXCAVATION PER OSHA REQUIREMENTS AND TANK MANUFACTURE Q <br /> Q <br /> INSTALLATION INSTRUCTIONS. REFER TO PROJECT SOILS REPORT AND CIVIL 0 <br /> DRAWINGS FOR ANY ADDITIONAL RECOMMENDATIONS. ALL SHORING IF REQUIRED o W J <br /> TO BE ENGINEERED AND PERMITTED UNDER SEPARATE PERMIT BY CONTRACTOR. o Q W N U <br /> REFER TO ARTICLE 13200B OF PROJECT MANUAL. cn � J ZCO <br /> Q <br /> w Q Q J 0) LL <br /> 0 <br /> z <br /> ~ ~ U <br /> B z18" WIDE X 2" ALL O Z Z <br /> TV CONCRETE CROWN REINFORCED CONCRETE SLAB Z — <br /> SEE CIVIL SHEETS FOR SEE STRUCTURAL DRAWING D �z <br /> ADJOINING CONDITIONS MIN. (TYP.) FOR SPECIFICATIONS 0 Z . Q co <br /> 8r 3 0 <br /> d 0 <br /> a a . <br /> U <br /> z zx � Cl] Q 0 <br /> V) a N a W Cn <br /> INSTALL FILTER FABRIC Q Q Q CV <br /> o o /IBACKFILL AT TANK HOLE (TYP.) o Y z J U) <br /> Ln c� 0 <br /> m EXTEND CONTINUOUS FILTER U <br /> COMPACTED FABRIC TO SLAB m m W <br /> SOIL * ALL GASOLINE m <br /> TANK TOPS TO <br /> D <br /> BE SET LEVEL o o <br /> 3'-9" 71'-4" <br /> az <br /> REINFORCED CONCRETE SLAB ABOVE SEE —\ 5'—g» FOURTH LIFT OF <br /> CONSOLIDATED BACKFILL, <br /> CIVIL DRAWING FOR SPECIFICATIONS <br /> Q FILL TO TOP OF TANK <br /> :2 40,000 GALLON DOUBLE WALL <br /> x FIBERGLASS TANK <br /> i � 2'-0" UL 1316 LISTED AND 2'-0" <br /> OUTLINE OF CONCRETE CROWN a_ METHANOL COMPATIBLE. <br /> 18" MIN. (TYP.) O Q ° ° 1 0'—6" 0.D. ° ° <br /> O ° 2'-9»THIRD LIFT OF CONSOLIDATED BACKFILL, <br /> 39"x10 3/4" DEEP WATERTIGHT F TAMP BACKFILL BENEATH TANK <br /> 3� MANHOLE/LID ASSEMBLY FOR TURBINE ID TAG RECESSE <br /> 12 FLUSH WITH 'r3_3 ° ° SECOND LIFT OF CONSOLIDATED <br /> AND FILL SUMP ENTRY (TYP.) CONCRETE ° �° l '-O"—BACKFILL, TAMP BACKFILL BENEATH TANK <br /> PREMIUM UNL. 91 OCTANE OBSERVATION <br /> 40,000 GALLON �; ;;�, PORT (TYP.) ° ° ° ° ° 1 ,_0„ FIRST LIFT OF CONSOLIDATED BACKFILL, <br /> 1111 TANK 5 TAMP BACKFILL BENEATH TANK <br /> C) % O <br /> 25" MANWAY ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ** BED OF CONSOLIDATED BACKFILL, TAMP _ <br /> ,. ,. <br /> „ 25" MANWAY BACKFILL BENEATH TANK <br /> J <br /> 24" MANHOLE 34 16 rD <br /> N <br /> ACCESS TO ANNULAR <br /> MONITOR CONC. DEADMEN UNDISTURBED Q W O <br /> 18"x8" (TYP. OF 2) T3_2 INSTALL FILTER FABRIC AT <br /> -- - --- A BOTTOM OF TANK HOLE (TYP.) SOIL W 0) <br /> 1.0 0 T5-2 NOTE. J � <br /> NOTE: FOLLOW UST MANUFACTURERS COMPLETE CURRENT GROUNDWATER IS ENCOUNTERED DURING w <br /> N ' EXCAVATION FOR TANK INSTALLATION OR IF = W <br /> INSTALLATION INSTRUCTIONS. OSHA TYPE "C" SIMPLE SLOPE POTENTIAL EXISTS FOR SURFACE RUN-OFF �Z = <br /> INTO TANK PIT, CONTRACTOR SHALL STRAP Q <br /> SHOWN IN THIS VIEW THE TANKS TO THE DEADMEN AND BACK FILL O J D <br /> TO TOP OF TANKS IMMEDIATELY AFTER TANK 0 0) 0 <br /> Tank Burial (Shored Hole Method) PLACEMENT, THEN CONTRACTOR SHALL O Q <br /> C ENTIRELY FILL TANKS WITH WATER. THE ABOVE, 0 cf) <br /> T3-1 SCALE: 3/8"=1 '-0" (TANK BALLAST & PLACEMENT BY FILLING WITH U _ <br /> WATER) SHALL BE DONE IN ONE CONTINUOUS <br /> NOTE: PROCESS. TANKS SHALL BE PUMPED DRY <br /> FILTER FABRIC (US FABRICS US200 OR DUPONT SF 40) IS REQUIRED AT BOTTOM AND ONLY AFTER FINAL BACK FILL AND CONCRETE <br /> COVER IS IN PLACE. ** FOR WET-HOLE <br /> SIDES OF TANK HOLE EXCAVATIONS, FOR ALL INSTALLATIONS. FABRIC MAY BE PINNED INSTALLATION THE TANK BACKFILL BEDDING <br /> TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1 ' MINIMUM. SHALL BE INCREASED FROM 12" TO 18". SEE <br /> NOTE: MANUFACTURER INSTALLATION INSTRUCTIONS LL <br /> DEADMEN ARE TO BE PRE CAST ABOVE GROUND AND LOWERED INTO EXCAVATION. FOR ADDITIONAL CLARIFICATION. <br /> BACKFILL MEDIA SHALL CONSIST OF CLEAN NATURALLY-ROUNDED AGGREGATE WITH PARTICLE SIZES <br /> NO LARGER THAN 3/4" WITH NO MORE THAN 5% PASSING A #8 SIEVE OR WASHED CRUSHED <br /> 0 STONE OR GRAVEL, WITH ANGULAR PARTICLE SIZES NO LARGER THAN 1/" WITH NO MORE THAN 5% <br /> TANK(S): PASSING A #8 SIEVE. REFER TO TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR <br /> (-'_ANew Tank Field Layout Plan SHALL BE UNDERWRITERS LABORATORY LISTED (UL-1316) AS CALLED FOR ON THE SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND ADDITIONAL INFORMATION. SIEVE ANALYSIS OF BACKFILL IS REQUIRED. SUBMIT TO ARCHITECT & <br /> SHALL BE DOUBLE WALL TANKS OF FIBERGLASS REINFORCED PLASTIC (FRP) AS MANUFACTURED BY "CONTAINMENT SOLUTIONS". INSTALLATION OF TANKS AND PIPING PROVIDE TO FACILITY INSTALLATION OVERSIGHT AGENT AT TANK SET. <br /> T3-1 SCALE: 1/4"-1 '-0" SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE INSTALLATION SPECIFICATION AS PROVIDED BY COSTCO WHOLESALE, AND MANUFACTURER'S INSTRUCTIONS. <br /> NOTE: ACTUAL BENCH AND SLOPE CONDITIONS TO BE EVALUATED BY CONTRACTOR'S COMPETENT PERSON IN ACCORDANCE WITH ALL <br /> APPLICABLE SAFETY ORDINANCES AND CODES. WHERE BENCH IS NOT CONSTRUCTED AS SHOWN DUE TO UNSTABLE SOIL CONDITIONS OR <br /> 5 <br /> TANK <br /> ONLY TURBINE END SAFETY CONSIDERATIONS, SIDEWALL CLEARANCE TO THE TANKS MUST BE INCREASED FROM 2'-0" TO 5'-0" PER MANUFACTURER'S rD INSTALLATION INSTRUCTIONS. 18 A FILL END TA TANK #5 ONLY o QRpFESSio <br /> rc <br /> Hq��� <br /> 2" HIGH CROWN TYP. AROUND REINFORCED CONCRETE SLAB tip., <br /> T4-1 ALL OPENINGS (SEE NOTE �2) SEE CIVIL DRAWINGS 4 DIA. 40 PVFRP OCR RISER SCH35 �= HAL P. GRUBB <br /> ° <br /> a <br /> e ° <br /> d <br /> TO TLS-350R RINE HYDROSTATIC RESERVOIR %p �P <br /> RINE HYDROSTATIC RESERVOIR qT v <br /> MONITORING SYSTEM F of c <br /> w54" CONTAINMENT 5'-0" MIN. TO 54" CONTAINMENT COLLAR W A 10/20/21 <br /> MAX. HYDROSTATIC 36 25" FLGD. MANWAY w 2 4"/ <br /> � COLLAR W/ A 25 MAX. TOTAL BURY SENSOR / ( ) NPT <br /> FLGD. MANWAY w/5 �, BRINE HYDROSTATIC FTGS. AND 2 (2") NPT FTGS. ;; Q Q <br /> m 33(4") NPT FTGS. 33 �` RESERVOIR 0 Z 0) Z <br /> � I I > <br /> I <br /> X <br /> 04 <br /> / \ I <br /> vvv O O N O m <br /> m C <br /> o <br /> NOTE: a <br /> Y > <br /> 1 . THE TANK FILL END SHALL BE Q <br /> IN-TANK GAUGE PROBE W/90% <br /> INSTALLED ONE INCH LOWER IN <br /> � <br /> OVERFILL ALARM CALIBRATION. INSTALL ELEVATION THAN THE TANK TURBINE ^o <br /> 0 51 48 47 <br /> PER MFR'S REQMNT'S. DROP TUBE W/ OVERFILL 2' END . C <br /> 1 15 PREVENTION VALVE SET CLR. — U Q <br /> I CD 38 FE-PETRO @ 95% CAPACITY. �.P 2. CONTRACTOR SHALL VERIFY EXACT C <br /> 0 24 x1 /4 THICK STRIKER SUBMERSIBLE PUMP 40,000 GALLON DOUBLE WALL TERMINATE DROP TUBE STRAP SPACING WITH TANK i 4 o <br /> PLATE UNDER ALL II II II II II II II II CONTAINMENT SOLUTIONSMANUFACTURER PRIOR TO HOLD DOWN <br /> 40 <br /> OPENINGS BY TANK FE-PETRO INTAKE MIN. 4 , MAX. 6 ABOVE CONSTRUCTION. 4� o <br /> UNDERGROUND FIBERGLASS STRIKER PLATE . o <br /> MANUFACTURER (TYP.) FILTER SCREEN STORAGE TANK 4" TO 6" MAX. Im <br /> TANK BOTTOM 3. BACKFILL TO MEET CLEAN FILL <br /> (SEE CRITICAL DIM NOTE) 45 184 a� CD <br /> � <br /> " PROTECTOR REQUIREMENTS PER RMC 15.24.095. W :3 <br /> 1 2 5 6 7 8 9 L 10 11 12 13 14 15 16 L 17 18 19 20 21 22 23 L 24 25 26 27 28 29 30 L 31 32 33 V37 38 39 4. GEOMEMBRANE TO BE INSTALLED PER > p <br /> M QoofV o <br /> N MANUFACTURERS RECOMMENDATIONS N <br /> I— AND BY CERTIFIED INSTALLER. =1 oh <br /> m � NQS <br /> U') <br /> 10" 10" 10" 10" <br /> � 4s f V 11) <br /> 16-1/2" m V 00YCD <br /> 1 '-8" 1 '-8" 1 '-8" 1 '-8" LO <br /> / <br /> TYP. i <br /> O <br /> 5'-6 1 //4 6'-10 1 /2" 7'-2" 6'-10 1 /2" 7'-2" 48 1 /2" 7'-2" 6'-10 1 /2" 5'-9 1 /2" 8'-3" 5'-6 1/4" 0 <br /> X <br /> 71 '-4" w <br /> ► 1 INDICATES STRAP PLACEMENT ® INDICATES HOLD DOWN STRAP CLIP INDICATES LIFTING LUG LOCATIONN <br /> � INDICATES LIFTING LUG LOCATION <br /> NOTE: U <br /> THE TANK FILL END SHALL BE INSTALLED DROP TUBE CRITICAL DIMENSION: <br /> ONE INCH LOWER IN ELEVATION THAN THE 4" TO 6" MAX. (FROM TOP OF CUT TO TANK BOTTOM) THIS DIMENSION IS CRITICAL AND NOTE CONTRACTOR SHALL VERIFY EXACT <br /> MUST BE ADHERED T0. CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR STRAP SPACING WITH TANK MANUFACTURER o <br /> TANK TURBINE END. PRIOR TO HOLD DOWN CONSTRUCTION. <br /> WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. o <br /> O <br /> a L0 r o <br /> B Gasoline 40,000 Gallon Tank Section z 00 CD, CD <br /> ON <br /> T3-1 SCALE: 3/8"=V-0" T <br />