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E a (LMANHOLE n 0 I T 5'-0" o ADDITIONAL REINFORCING ADDITIONAL REINFORCING aFUEL DISPENSER 65 ORz m z o LL a w ��- —•j 'oo a > v. \ 77 Q SEEL DISPENSER BASE." — a 2"0 PRODUCT IN 0 S -- - - - Q EC. C'ON. $ 2PIPE 20 21 2 ` i RUN U PRODUCT PIPING s 5 AND ELECTRICAL Q CONDUIT INTO Q DISPSITEENSERS SIDES OF REDUCE VAPOR TO DISPENSERS TW) CONCRETE TANK SLAB SECTION Im (TMP)22 (SEE PIPING ELAN) SCALE: 3/8"=1'-0" 2"0 PRODUCT Iry VR A 3"0 SEC, CON. PIPE S 3"0 V.R. ''C r11 P/V 4 LOC VALVE AS REQUIRED BY S VR Q LOCAL CODE 2"0 PRODUCT IN ------ U Q 3" CLEAR (TYPICAL) 3"0 SEC. CON. PIPE 20 21 `1 REDUCELINE VAPOR TO � 2"m 4 BAR 018" O.C. \ 1�I�I�II # "� / �� I-I-I-I F5RS, 4 / S VR 2"0 PRODUCT IN EACH WAY. sig q I I EETSTEEP AN FOR ACTUAL LOCATION. �� F 4 Q Q D U - - - - INSTALL MAXIMUM SLOPE FROM TANK 3'0 SEC, CON. PIPE 20 21 —I—l— UP TO VENT RISER. (MIN. SLOPE 1/4"/FT.). f 2"6 PRODUCT IN REGULAR SEE3"0 SEC, CON. PIPE 20 21 5 VR t SLOPE VAPOR RETURN UNE --------- F-4 1/4" PER FT. MIN. DOWN U REGULAR UNLEADED TANK.. R REDUCE VAPOR TO CONCRETE 3"0 V.R. ` 2"0 UNE NOTE TANK SLAB FIBERGLASS SUMP F-3 r SHOWN IN SECTION ID MAKER 34 FILL FOR CLARITY. OPTIONAL) 3'0 V.R. r CONTAINMENT SUMP 1 a (TYP. 2) 2 SEE 18" MANHOLE 3"0 V.R. F-< F-3 1I,, (SECURED) 37. _ 1/4P PRR P00 LINES 2"0 VENT \, \ FROM DISPENSERS TO TANK (TIP:) I-I�III -I-I-I BAR HOOP TI TIED TO #6 BARS. I I (TYP.) - - -I- 3"0 V.R. 2"0 VENT 1 (- SUPREME 3"x3"x2° F.R.P. TEE THREAD-ON SPILL \ 3"0 V.R. CONTAINERS AT FILL & VAPOR RECOVERY - (SEE DETAIL "B" THIS SHEET) s SUPSEE SITE PLAN FOR p REME EXACT INSTALLATION LOCATION MANHOLE 2-#6 BARS, EA. SIDE UNIFAI)E5 OF STORAGE TANKS. 1 -0 42" 0 COMPOSITE - V-0, 2-0" 5-0° L OF MANHOLE MANHOLE 54 TYP' TIP' 2-#6 BARS, V-0" LG. U[\JGU�AR CONCRETE TANK SLAB PLAN EA. SIDE OF MANHOLE �EA�ED UNDERGROUND TANK AND PIPING ISOMETRIC --- - SCALE.. NONE 6 CONCRETE SLAB AND REINFORCING FOR 10' DIAMETER - 20,000 AND 15,000 GAL. TANKS 0 SUMP/TANK) SLOPE 3"0 VAPOR RETURN LINE NO SCALE 1/4" PER FT, MIN, DOWN TO NOTES BOLTED REMOVABLE COVER LAST REGULAR TANK. (BOLTING REMOVABLE FROM INSIDE ONLY) LOUVERS 1. TYPICAL PIPING LAYOUT SHOWN FOR MULTI-PRODUCT DISPENSERS. SEE PLANS FOR SPECIFIC DISPENSER TYPE AND CONFIGURATION FOR THIS SITE. 2. ALL PRODUCT LINES ARE TO BE SECONDARILY CONTAINED. 3. EVERY TANK CONTAINMENT SSP AND DISPENSER CONTAINMENT-SUMP_SHALLCONTAU_A L1gU10.SENSING-- B PROBE. ® ELASTOMERIC JOINT FILLER 4. CAULK THE BOTTOM OF THE DISPENSERS TO INSURE WATER TIGHTNESS. USED OIL ONLY--, / TOOLED TO 7/4" &Ar Lb 1/4" RADIUS 2"0 V.R. 5. PERPENDICULAR PENETRATIONS OF THE CONTAINMENT SUMPS ARE PREFERRED. 15• IS THE MAXIMUM F ALLOWABLE PENETRATION ANGLE- SAFEWASTE � - 6. SPARE ELECTRICAL CONDUITS MUST BE SEALED. 2"0 V.R. 7. SEE SHEET E-1 FOR ELECTRI AL CONDUIT LAYOUT. a - 1 1/2I OR 1/4 SLAB DEPTH C m N � ° � FILL WITH SEALANT \ o N 0 B. OBTAIN( WRITTEN APPROVAL FROM CHEVRON FOR LESS THAN 1/4" PER FOOT SLOPE ON PRODUCT, VAPOR ANDVENT . S. DISCONTINUE RE-BARS 0 COMBUSTIBLE ' CONTROL JOINT LOAD TRANSFER 9. TANK RISERS AND DISPENSER PIPING MUST BE ADDRESSED AS FOLLOWS FOR TANKS CONTAINING GASOLINE: NO SMOKING IS ACCOMPLISHE W/ AGGREGATE 3"0 V.R. — — — — 3 INTERLOCK) UNPF€ti1E •ANNULAR SPACE RISER MOST BE SCHEDULE 40 GALVANt 12 PIPE IS PRIMED -AN.�WBA_PPED. 9 N� ADep • PRIMED AND WRAPPED FPOR AND ABACKFILL ISTIC TANK TOUCHING BESER MUST SCHEDULE RISER. 40 GALVANIZED PIPE. EACH RISER MUST BE 8" 28" (TYPQOF 2)RD POST RE`U AR • TURBINE RISER MUST BE SCHEDULE 40 BLACK IRON PIPE. PV ` •ALL STEEL DISPENSER PIPING AND FITTINGS MUST BE SCHEDULE 40 BLACK IRON PIPE AND PAINTED BLACK. ABED MMAAISTEER LATERAL SUPPORTS EACH CORNER TURBINE WILL HAVE 10. FOR MANIFOLDED UNLEAD TANKS USING RED JACKET SUBMERSIBLE TURBINE PUMPS INSTALL A "MORRISON', PRESSURE LINE LEAK DETECTOR. CHECK VALVE #530-25T OR APPROVED EQUAL AT EACH UNLEADED PUMP DISCHARGE. -_-- REG SLAVE TURBINE WILL HAVE A MANIFOLDED REGULAR UNLEADED TANKS U EIAR MECHANICAL LEAK DETECTOR USE 3"0 VAPOR RECOVERY PIPING ALL THE WAY BACK TO REGULAR UNLEADED TANK. `5 250 GAL. ABOVE GROUND WASTE OIL TANK 3 TOOLED CONTROL JOINT SCALE: NONE N� AOEO AND A NDN-VENTED CHECK VALVE. NO SCALE NO SCALE Chevron U.S.A. Inc. ("Chevron") owns the copyright rights to the design of the herein described fueling system as embodied in any tangible or electronic medium of expression including all building designs, architectural plans and drawings. The copyrighted material includes the overall form as well as T 1:4 SLOPE EDGE TO 3/8" RADIUS BOH SIDES JOINT SEALER CONCRETE TANK SLAB ) the arrangement and composition of spaces and elements in the design, but does not include individual (BEFORE REMOVING BULKHEAD-FILL standard features. Anyone who wishes to copy, distribute or sell this drawing es m derivative works #4 BARS 0 18" O.C. WITH ELASTOMERIC JOINT FILLER 9 Y CONCRETE YARD SURFACE SERRATED based hereon must hove the prior written consent of Chevron, except for copies made for the sole EACH WAY. il p' OR A.C. PAVING AS OCCURS w (PROVIDE BOND BREAKER FLANGED NUT purpose of preparing construction drawings for Chevron brooded facilities and all such copies shall be reg returned to Chevron upon(TYP.) P Guest. o e ° • 4 01998 Chevron U.S.A. Inc. All rightshts reserved. aSTAINLESS STEEL o o CLAMP The drawings, calculations, and any specific reference to equipment, materials or components, 4 4 44 a ° ° 4 0 4 _ if included herein, are generic and not designed for site specific applications. Chevron does not warrant 3, a I - 4 1, USING COMPRESSION RING AS A GUIDE, DRILL PIPE/CONDUIT HOLE AND BOLT or guaranty the accuracy, completeness, merchantability, intended use or applicability of such drawings, HOLES THROUGH SUMP WALL PER TABLE BELOW. calculations, and any referenced equipment, materialsor components, to the requirements or needs of your site or local crew. Consult a registered architect or professional engineer to determine A E ATE 2. ASSEMBLE PARTS AS SHOWN ABOVE. UNIFORMLY TIGHTEN ALL BOLTS &. any site specific design, applicability, accessibility, building code, municipal requirements and any and BASE STAINLESS STEEL CLAMP TO 60-IN.LBS. TORQUE. all applicable federal, state and tocol statutes, rules and regulations which may affect your site. COMPACTED / / / / (MIN. FLEXIBLE PIPE/CONDUIT HOLE SAW BOLT HOLE SUBGRADE 2'-0" Chevron does not provide these services. � �� \� PEA GRAVEL BACKFILL ENTRY BOOT NORMAL SIZE SIZE SIZE CJ4DR-1.2 3/4"0 CONDUIT 3" 5/16"0 PROVIDE NON-BONDING (TYP. ® EA. SIDE OF JOINT) CJ4DR-1.4 1"0 CONDUIT 3" / ISOMEMC, UNDERGROUND STORAGE TANK MATERIAL 0 VERTICAL 5/16"0 3/4"x1 O.C.SMOOTH DOWELS "X" CONCRETE SLAB THICKNESS X + 2 PIPE OR CAODR-.6 Z"0 FRP PIPE 4 1 2 5/16"0 FACE OF FIRST POUR 0 12"UR O. GREASE END IN FIRST 5 CONDUIT CJi ODR-3.7 3"0 FRP PIPE 4 1/2" 5/16"0 „ Chevron PIPING(BLEND SYSTEM), TANK POUR - LOCATE 0 CENTER OF SLAB NOTES: 1. DO NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LESS THAN 6" THICK. SEAL ENTRY BOOT CONNECTION SAND SECTION PEA GRAVEL BACKFILL TO CONTAINMENT SUMP -- 2. USE PLASTIC OR METAL FORMS FOR KEY, WOOD CAN BE USED ONLY IF THE FLEXIBLE ENTRY BOOT Marketing 880 20-9167 YOSEMRE AND SPRECKLES BACK. SIDE OF KEYED FORM IS SAW-CUT. INTERIOR OF SUMP WALL MANTECA, CA ReviWione SCALE: 114'-1'-0' DATE: 5//199//00 1 CHANGED PRODUCT AND VAPOR RECOVERY DR. CH. APP LINES. '"("".yi MSCALE D 07/22/99 SHEETANK SLAB EDGE CONSTRUCTION JOINT SUMP ENTRY DETAIL F-2 NO SCALE NALE RILL JOB# 8165.31