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J HL0 Cn W J 0 0 SHORE TANK EXCAVATION PER OSHA REQUIREMENTS AND TANK MANUFACTURE Q Q INSTALLATION INSTRUCTIONS. REFER TO PROJECT SOILS REPORT AND CIVIL 0 DRAWINGS FOR ANY ADDITIONAL RECOMMENDATIONS. ALL SHORING IF REQUIRED o W J TO BE ENGINEERED AND PERMITTED UNDER SEPARATE PERMIT BY CONTRACTOR. Q W N V REFER TO ARTICLE 13200B OF PROJECT MANUAL. Z J Z L 0) LL B ~ Cj ~ Q Z 18 WIDE X 2" ALL z O Z Q U J SEE CIVIL SHEETS FOR T3-1 CONCRETE CROWN REINFORCED CONCRETE SLAB o U_ z 0 ADJOINING CONDITIONS MIN. (TYP.) SEE STRUCTURAL DRAWING w 0 Z 0 Q Q FOR SPECIFICATIONS N Q ocr !� \J c a_ (Z (Z z cr C ) O O V) a w v ccn ccW v,n a U LLJ o INSTALL FILTER FABRIC Q Qco > o o BACKFILL AT TANK HOLE (TYP.) o >o o -1c Z - O � '� m EXTEND CONTINUOUS FILTER 0 COMPACTED ALL GASOLINE FABRIC TO SLAB m m m m W SOIL TANK TOPS TO � � m C Q0 BE SET LEVEL � N o 3'-9" 71'-4" o czD 01 1 REINFORCED CONCRETE SLAB ABOVE SEE w 5'-g» FOURTH LIFT OF CONSOLIDATED BACKFILL, CIVIL DRAWING FOR SPECIFICATIONS Q FILL TO TOP OF TANK 40,000 GALLON DOUBLE WALL x FIBERGLASS TANK i � 2'-O" UL 1316 LISTED AND 2'-0" OUTLINE OF CONCRETE CROWN a_ METHANOL COMPATIBLE. 18" MIN. (TYP.) O Q 10'-6" 0.D. O ° 2'-g»THIRD LIFT OF CONSOLIDATED BACKFILL, 39"x10 3/4" DEEP WATERTIGHT (-F ° ° 1 ° TAMP BACKFILL BENEATH TANK 37 MANHOLE/LID ASSEMBLY FOR TURBINE ID TAG RECESSE ° 12 FLUSH WITH 'r3_3 ° ° SECOND LIFT OF CONSOLIDATED AND FILL SUMP ENTRY (TYP.) CONCRETE ° �° l '-O"—BACKFILL, TAMP BACKFILL BENEATH TANK PREMIUM UNL. 91 OCTANE OBSERVATION ° ° ° 40,000 GALLON �; ;;�, PORT (TYP.) 1 ,_0„ FIRST LIFT OF CONSOLIDATED BACKFILL, 1111 TANK 5 TAMP BACKFILL BENEATH TANK CD 25" MANWAY ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ** 1 -0 BED OF CONSOLIDATED BACKFILL, TAMP _ „ 25" MANWAY / / / / / / / / / / / / / / / / / BACKFILL BENEATH TANKA 34 16 D ,� /\\ \\j�\�j\ \ \j\\\ \\, \\/\\/ J 24" MANHOLE N ACCESS TO ANNULAR C-14 MONITOR CONC. DEADMEN UNDISTURBED Q W O 18"x8" (TYP. OF 2) T3_Z INSTALL FILTER FABRIC AT A BOTTOM OF TANK HOLE (TYP.) SOIL W > OD NOTE. 0 T5-2 J a! NOTE: FOLLOW UST MANUFACTURERS COMPLETE CURRENT GROUNDWATER IS ENCOUNTERED DURING O 0 N ' EXCAVATION FOR TANK INSTALLATION OR IF = W INSTALLATION INSTRUCTIONS. OSHA TYPE "C" SIMPLE SLOPE POTENTIAL EXISTS FOR SURFACE RUN-OFF _ INTO TANK PIT, CONTRACTOR SHALL STRAP Q SHOWN IN THIS VIEW THE TANKS TO THE DEADMEN AND BACK FILL O J � TO TOP OF TANKS IMMEDIATELY AFTER TANK 00) Tank Burial (Shored Hole Method) 0 � PLACEMENT, THEN CONTRACTOR SHALL � O Q C ENTIRELY FILL TANKS WITH WATER. THE ABOVE, O � TV SCALE: 3/8"=1 '-0" (TANK BALLAST & PLACEMENT BY FILLING WITH V _ WATER) SHALL BE DONE IN ONE CONTINUOUS NOTE: PROCESS. TANKS SHALL BE PUMPED DRY FILTER FABRIC (US FABRICS US200 OR DUPONT SF 40) IS REQUIRED AT BOTTOM AND ONLY AFTER FINAL BACK FILL AND CONCRETE COVER IS IN PLACE. ** FOR WET-HOLE SIDES OF TANK HOLE EXCAVATIONS, FOR ALL INSTALLATIONS. FABRIC MAY BE PINNED INSTALLATION THE TANK BACKFILL BEDDING TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1 ' MINIMUM. SHALL BE INCREASED FROM 12" TO 18". SEE NOTE: MANUFACTURER INSTALLATION INSTRUCTIONS LL DEADMEN ARE TO BE PRE CAST ABOVE GROUND AND LOWERED INTO EXCAVATION. FOR ADDITIONAL CLARIFICATION. BACKFILL MEDIA SHALL CONSIST OF CLEAN NATURALLY-ROUNDED AGGREGATE WITH PARTICLE SIZES NO LARGER THAN 3/4" WITH NO MORE THAN 5% PASSING A #8 SIEVE OR WASHED CRUSHED 0 STONE OR GRAVEL, WITH ANGULAR PARTICLE SIZES NO LARGER THAN 1/" WITH NO MORE THAN 5% TANK(S): PASSING A #8 SIEVE. REFER TO TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR A New 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 & SHALL BE DOUBLE WALL TANKS OF FIBERGLASS REINFORCED PLASTIC (FRP) AS MANUFACTURED BY "CONTAINMENT SOLUTIONS". INSTALLATION OF TANKS AND PIPING T3 PROVIDE TO FACILITY INSTALLATION OVERSIGHT AGENT AT TANK SET.-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. As-BuiltCD 09//101/201/2022 1�HE5[OYE7 GROII P,IH[. 7:34:29 AM FESS/0 B � TURBINE END TANK TANK TANK =�� ALL FILL END #1 #2 #3 c GASOLINE TANKS T5-1 TYP. T6-1 REINFORCED CONCRETE SLAB B �E� HJ 67814 HAL P. GRUBB 4" DIA. FRP OR SCH. SEE CIVIL DRAWINGS 2 HIGH CROWN TYP. AROUND 35 40 PVC RISER ALL OPENINGS (SEE NOTE #2) T4-1 T4-1 T4-1 /, .o o.. A,> .. ^ .e. pa o C Cee e e .. a d d .a d °d P•ekp e e u a < a a e • a � 9TF SIV BRINE HYDROSTATIC RESERVOIR x �F CALF 05/27/22 TO TLS-350R BRINE HYDROSTATIC RESERVOIR MONITORING SYSTEM 54" CONTAINMENT COLLAR W/ A HYDROSTATIC 54 CONTAINMENT 5'-0" MIN. TO w I �, 0 Z Z 25 FLGD. MANWAY w/2 (4 ) NPT 36 SENSOR 7 -0 MAX. TOTAL BURY COLLAR W A 25 0 > FTGS. AND 2 (2") NPT FTGS. BRINE HYDROSTATICFLGD. MANWAY w/5 z RESERVOIR 33 33 (4") NPT FTGS. � m > > N D 0 IILf o o NOTE: m U�� m 1 . THE TANK FILL END SHALL BE N 0 o a ' ' ' ' INSTALLED ONE INCH LOWER IN o o Q o ELEVATION THAN THE TANK TURBINE END. IN-TANK GAUGE PROBE W/90% 2. CONTRACTOR SHALL VERIFY EXACT p OVERFILL ALARM CALIBRATION. INSTALL 47 48 51 o STRAP SPACING WITH TANK 4 :2 2' DROP TUBE W/ OVERFILL PER MFR'S REQMNT'S. o MANUFACTURER PRIOR TO HOLD DOWN CLR. PREVENTION VALVE SET 15 1 1 1 h ii i h i _ CONSTRUCTION. U) nP @ 95% CAPACITY. FE-PETRO CD I 3 TERMINATE DROP TUBE 40,000 GALLON DOUBLE WALL SUBMERSIBLE PUMP 38 24"x1 /4" THICK STRIKER o +' N CONTAINMENT SOLUTIONS II II II II II II II II PLATE UNDER ALL 3. BACKFILL TO MEET CLEAN FILL .� o I MIN. 4", MAX. 6 ABOVE REQUIREMENTS PER MANUFACTURERS cn STRIKER PLATE UNDERGROUND FIBERGLASS FE-PETRO INTAKE 40 OPENINGS BY TANK RECOMMENDATIONS. 4" TO 6" MAX. STORAGE TANK FILTER SCREEN MANUFACTURER (TYP.) LU E TANK BOTTOM4. GEOMEMBRANE TO BE INSTALLED PER a�5° (SEE CRITICAL DIM NOTE) 4) 0 O PROTECTOR(84 6' 1,f) MANUFACTURERS RECOMMENDATIONS (A Q ap N o AND BY CERTIFIED INSTALLER. J }+ 0-) N 39 38 37 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 2 1 — Q N NOTE: ACTUAL BENCH AND SLOPE #AN T LO 4Sro CONDITIONS TO BE EVALUATED BY m O N- 0111 c 10" 10' 10" 10" CONTRACTOR'S COMPETENT PERSON IN m V °0 Y `r' 16-1 2" / 1 -8 1 -8 1 -8 1 -8„ ACCORDANCE WITH ALL APPLICABLE SAFETY TYP. ORDINANCES AND CODES. WHERE BENCH 5'-6 1 /4” 8'-3" 5'-9 1 /2" 6'-10 1/2" 7'-2" 481 /2" 7'-2" 6'-10 1/2" 7'-2" 6'-10 1 /2" 5'-6 1 /4)) IS NOT CONSTRUCTED AS SHOWN DUE TO UNSTABLE SOIL CONDITIONS OR SAFETY " w 71 '-4" CONSIDERATIONS, SIDEWALL CLEARANCE TO N �► THE TANKS MUST BE INCREASED FROMCD Oil- t INDICATES STRAP PLACEMENT ® INDICATES HOLD DOWN STRAP CLIP ' INDICATES LIFTING LUG LOCATION INDICATES LIFTING LUG LOCATION 2'-0" TO 5'-0" PER MANUFACTURER'S A Gasoline 40,000 Gallon Tank Section NOTE: DROP TUBE CRITICAL DIMENSION: INSTALLATION INSTRUCTIONS. THE TANK FILL END SHALL BE INSTALLED 4" TO 6" MAX. (FROM TOP OF CUT TO TANK BOTTOM) THIS DIMENSION IS CRITICAL AND NOTE: CONTRACTOR SHALL VERIFY EXACT T3-1 SCALE: 3/8"=1 '-0" ONE INCH LOWER IN ELEVATION THAN THE MUST BE ADHERED T0. CONTRACTOR WILL BE REQUIRED TO REINSTALL AT OWN EXPENSE OR STRAP SPACING WITH TANK MANUFACTURER CD TANK TURBINE END. WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. PRIOR TO HOLD DOWN CONSTRUCTION. 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