|
/ a \ 5'-0" MANHOLE ('!`MANHOLE 5'-0"
<br /> ADDITIONAL d ADDITIONAL
<br /> REINFORCEMENT F REINFORCEMENT
<br /> Z O iu K J FUEL DISPENSERCD 65
<br /> j zww 1' 6' w tT_P') J
<br /> 0 (TYP.) a g ( Y - m z 0
<br /> ¢
<br /> hi h In -y z In
<br /> d FUEL DISPENSER BASE,
<br /> G IM.n SEE 7 4
<br /> — — — 2" DOUBLE 'WALL VAPOR RECOVERY
<br /> LINE AT EACH DISPENSER W/
<br /> �
<br /> iRANSIST10N TO 3" DOUBLE WALL
<br /> < / PPE (TYP.) 21 22 B
<br /> T HT. F 3
<br /> /
<br /> SEE DETAILS 5 D
<br /> '
<br /> VIA
<br /> FOR SLAB T TOP OF SUMPS
<br /> U
<br /> A 0
<br /> 3 / DOUBLE DOUBLE W,AJ�L TEEQ
<br /> L
<br /> VR DOUBLE WALL 90 (M), AND
<br /> REDUCER i0 2' D LE WALL
<br /> WALL
<br /> or
<br /> VAPOR RECOVERY \- PPE S 2I Y0 DOUBLE WALL
<br /> . Q Z LINE y 2 VAPOR RECOVERY
<br /> 'n JE 2VIE
<br /> D '� LINE 22
<br /> U
<br /> MANIFOLD
<br /> Q
<br /> s
<br /> -- -
<br /> /PV VALVEERS�p U D
<br /> 1 1/
<br /> US
<br /> W 7'0 PRODUCT IN Q
<br /> 2 EST 20 5 3"0 DOUBLE WALL
<br /> SEC. CON. PIPE VAPOR RECOVERY
<br /> USE STRAIGHT LENGTHS LINE 22 \
<br /> BETWEEN DISPENSERS
<br /> - VENT RISERS W/ DOUBLE WALL SUMP 3"0 DOUBLE WALL �E U D VR
<br /> SEE SITE PLAN FOR ACTUAL LOCATION, VAPOR RECOVERY 3"0 DOUBLE WALL IIU'1 g
<br /> INSTALL MAXIMUM SLOPE FROM TANK LINE 22 90TYP.O
<br /> #4 BAR 18O.C. EACH WAY UP TO VENT RISER. (MIN. SLOPE 1/4"/FT.). ,
<br /> ® " — oti
<br /> v 1 NOTE: USE STYROFOAM
<br /> SEE
<br /> �'- - F-4 SLOPE VAPOR RETURN LINE FIBERGLASS SUMP —� 3" DOUBLE WALL D VR SPACERS AT
<br /> _ 1/4" PER FT. MIN. DOWN TO SHOWN IN SECTION COUPLINGO 5 U CROSSOVERS (ER)
<br /> RFGUI AR
<br /> REGULAR UNLEADED TANK. FOR CLARITY. CONTaNMENT SUMP
<br /> 4"0 OVER 2"0 SEE NOTE 811 (TYP. OF 2) SEE DETAILS
<br /> 3DOUBLE WALL R
<br /> CONCRETE TANK SLAB ENT LINE 45' 3
<br /> �- i R 90' U v ' J n F-3 F-33"0 DOUBLE WALL
<br /> VAPORERY
<br /> LINE38" MULTI-PORT MANHOLE W/ 2 a
<br /> 40 LIQUID TIGHT FILL BOXES & TIC 2 ��
<br /> ACCESS HOLE -- ------ --------'-_ — _--
<br /> 'T717
<br /> - - -- - - 4"0 OVER 2"0
<br /> DOUBLE VENT BRINE RESERVIOR AT
<br /> 23 HYDROSTATIr MONITOR,
<br /> SEE_e
<br /> 4
<br /> v ` SLOPE PRODUCT LINES 1/4" 1 1/2"0 PRODUCT IN O
<br /> 3" X 3" DOUBLE - I DISPENSERS (
<br /> TO TANKRTYPJ
<br /> WALL TEE USE COIL PIPE FOR HOME
<br /> RUNS TO TANK ONLY
<br /> 3"0 DOUBLE WALL
<br /> DIESEL SUPREME VAPOR RECOVERY I I DIESEL PRODUCT ON SITES W/
<br /> - - - LINE I 0 DIESEL
<br /> /g"PER DIESEL
<br /> FOOT M .ANSLOPE
<br /> 3'0 DOUBLE WALL
<br /> VAPOR REf.OVERYNOTE:
<br /> LINE / I LAY DOUBLE WALL PIPING W/ SIDE TO SIDE CURVES
<br /> TO ALLOW FOR EXPANSION & CONTRACTION PER MFR.
<br /> ID MARKER �+/ SUP'
<br /> �� I SEE SITE PLAN FOR RECOMMENDATIONS.
<br /> LL - - o uN LF ADE EXACT INSTELTANOOF S LOCATION NOTE:
<br /> - _ THIS ISOMETRIC DRAWING IS FOR PROTOTYPICAL REFERENCE ONLY.
<br /> Re CONTRACTOR IS RESPONSIBLE FOR CORRECT SITE-SPECIFIC
<br /> NOTE: UO NOT CHAMFER b ��
<br /> SLATO BOCORNERSETE PIIF�ADJACENT � 1 0 36" DIA. COMPOSITE 1'-0" EA.#SIDE RO, MANHOLONG �N�FADeo UNDERGROUND TANK AND PIPING ISOMETRIC ORIENTATION AT DISPENSERRINLETSNCLUDING PROPER GRADE
<br /> SCALE: NONE
<br /> MANHOLE TYP. 2-a6 BARS, EA. SIDE OF
<br /> MANHOLE
<br /> CONCRETE TANK SLAB PLAN 18" SECURED MANHOLE 37 NOTES
<br /> 6 CONCRETE SLAB AND REINFORCING FOR 10' DIAMETER — 20,000 AND 15,000 GAL. TANKS (2 SUMP/TANK) — ANDcAONPicu"RATION°FORST�SNsioR MULTI—PRODUCT DISPENSERS SEE PLANS FOR SPECIFIC DISPENSER TYPE
<br /> SLOPE 3"0 DOUBLE WALL VAPOR 2. ALL PRODUCT LINES, VAPOR RECOVERY & VENT PIPING, TANKS SUMPS, VENT RISER SUMP AND DISPENSER
<br /> NO SCALE DOWN TO LASTRETURN LINE
<br /> NO
<br /> TANK. SUMPS ARE TO BE SECONDARILY CONTAINED AND CONTINUOUSLY MONITORED. SEE
<br /> TO VENT 3. EVERY TANK CONTAINMENT SUMP, DISPENSER CONTAINMENT SUMP, AND VENT RISER SUMP SHALL CONTAIN A LIQUID
<br /> RISERS O SENSING PROBE.
<br /> �e 4. NOT USED
<br /> 5. PERPENDICULAR PENETRATIONS OF THE CONTAINMENT SUMPS ARE PREFERRED. 15' 15 THE MAXIMUM
<br /> y
<br /> � sf
<br /> Y
<br /> REINFORCEMENT BARS (WHERE THEY OCCUR) ALLOWABLE PENETRATION ANGLE.
<br /> 'o 1 SEE SPECS _ C 6. SPARE ELECTRICAL CONDUITS MUST BE SEALED.
<br /> r SAW CUT WITH CRACK TOOL OR TOOLED -
<br /> JOINT 7, SEE SHEET ES-1 FOR ELECTRICAL CONDUIT LAYOUT.
<br /> ° 1/4" RADIUS 3"0 'J.. 8. OBTAIN WRITTEN APPROVAL FROM CHEVRON FOR LESS THAN 1/4" PER FOOT SLOPE ON PRODUCT, VAPOR AND
<br /> 3/8 — VENT LINES. 1/8 SLOPE OF VR PIPING TO LOWEST OCTANE TANK IS CODE MINIMUM. CHEVRON PREFERRED
<br /> 8 L — SLOPE IS 1/4" PER FOOT. SLOPES BETWEEN 1/8" AND 1/4" PER FOOT REQUIRE CHEVRON P.M. APPROVAL.
<br /> ' a #'
<br /> 9. TANK RISERS AND DISPENSER PIPING MUST BE ADDRESSED AS FOLLOWS FOR TANKS CONTAINING GASOLINE:
<br /> T M V
<br /> • ANNULAR SPACE RISER MUST BE SCHEDULE 40 GALVANIZED PIPE THAT IS PRIMED AND WRAPPED.
<br /> e i. ALL PENETRATION FITTINGS SHALL BE WESTERN FIBERGLASS AND SHALL BE DESIGNED omY • FILL, VAPOR AND TANK LEVEL MONITOR MUST BE SCHEDULE 40 GALVANIZED PIPE. EACH RISER MUST BE
<br /> FOR USE WITH HYDROSTATIC MONITORING 3"0 V.R. PRIMED AND WRAPPED.
<br /> AL -0�. x Ir- s TURBINE RISER MUST BE SCHEDULE 40 BLACK IRON PIPE, PRIMED AND WRAPPED.
<br /> E °
<br /> MANUFACTURER._
<br /> • ALL STEEL DISPENSER PIPING AND FITTINGS MUST BE SCHEDULE 40 BLACK IRON PIPE, PRIMED AND WRAPPED,
<br /> FLEXIBLE PIPE/CONDUIT HOLEE SAW
<br /> STAINLESS STEEL CLAMP TO TOROUS SPECIFIED HYsup 10, FOR MANIFOLDED INSTALLATIONS, REFER TO VEEDER-ROOT, AND RED JACKET INSTALLATION GUIDELINES.
<br /> a.Q AW p� ppt^,,,pp
<br /> Q ENTRY BOOT NORMAL SIZE SIZE NOTES: Uvl c`'°Il 11. TEST ALL PIPING ACCORDING TO CHEVRON STANDARD CONSTRUCTION SPECIFICATIONS
<br /> CA 6 o DVI DWEF4B1.0 1 0 CONDUIT 3-1/8" 1. CONTROL JOINTS PERDwEF108-3 2"0 FRIP PIPE 5-1/8
<br /> PLAN llQ�e�
<br /> uh o DWEF10B.455 3"0 ERP PIPE 5-1/8" RIVC`ADRo
<br /> J o "DTE PENETRATIONS SHALL BE "QUID AND VAPOR TIGHT DIESEL TANK ADDITION °IesE
<br /> - —
<br /> pUI SCALE: NONE
<br /> € 5 PIPE/CONDUIT SUMP ENTRY DETAIL `3 TOOLED CONTROL JOINT Chevron Products Company, a division of Chevron U.S.A. Inc., awns the copy rights to the deign of me herein
<br /> m s r described "Extra Mile" market building as embodies in any tangible or eleclrenic medium of expression including o NO SCALE 1 I/2 =1 -0 building, architectural plans, or drawings. The copyrighted material includes the overall form as well as the arrangement
<br /> H
<br /> 1. DOUBLE WALL TANKS and com osition of spaces and elements in this "Extra Mile" design, but does not include individual standard features
<br /> eJ o HAVE A LIQUID (BRINE) -" r- or details. Anyone wishes to copy, distribute, or sell this drawing or any derivative works based hereon must have
<br /> E FILLED INTERSTITIAL WITH _ written permission of Chevron Products Company.
<br /> "0 ------1 4' RADIUS IF PLASTIC EDGE TO 1 4" RADIUS 80TH SIDES A HYDROSTATIC MONITOR. r 02003 Chevron Products Company, a division of Chevron US.A. Inc. All rights reserved.
<br /> / 1:4 SLOPE / ( ) --- 3 VACUUM y,
<br /> ,O1 a, 3 INSERT IS NOT USED BEFORE REMOVING BULKHEAD-FILL SEE 4/F-3. LEGEND 83 SENSOR KIT xi— 83 3 VACUUM g
<br /> m WITH EI ASTOMERIC JOINT FILLER STP SENSOR KIT
<br /> JOINT SEALER REINFORCING WHERE VS = VACUUM SENSOR STP
<br /> m ----CONCRETE TANK SLAB ( ) 2. DOUBLE WALL UNDER
<br /> OCCURS PROVIDE BOND BREAKER DISPENSER CONTAINMENT VF = VACUUM FLOAT TO
<br /> N CONCRETE YARD SURFACE g4 BARS O 18" O.C. (UDC) SUMPS AND VENT JB = EXPLOSION-PROOF JB �— TO 02-23-05 ISSUED FOR BID CHS
<br /> m- OR A.C. PAVING AS OCCURS EACH WAY. - - - JUNCTION BOX TLS PANEL JB
<br /> yN - RISER SUMPS HAVE A 1 01-14-05 REVISED PER FIRE DEPT. INW
<br /> `-I To o - - - - a LIQUID FILLED STP = SUBMERSIBLE TLS PANEL
<br /> vIx 1 a 0 4 _,�e w r ® _ _ _ _ _ X + INTERSTITIAL WITH A TURBINE PUMP VS VS VS 10/29/04 ISSUED FOR PERMIT CHS 2 05-12-05 REVD TO SMITH FIBERGLASS VR JLW
<br /> m - —� •_d °- ° <- ° x HYDROSTATIC MONITOR. VS VS VS MARK DATE REVISIONS INFFIAL MARK DATE REVISIONS INITIAL
<br /> xx °' o a ; o o < ro oo - SEE 1/F4, 6/F4, 8/F4. vF VF VF
<br /> An f, - - ° - - I VACUUM VF VF VF
<br /> u 2905 WEST BENJAMIN HOLT DRIVE
<br /> SUMPS ARE DOUBLE WALL VACUUM
<br /> 3. T FILL & TURBINE TUBINQ TYP. SPARE SENSOR TUBING, TYP. � 6® —..
<br /> iw WITH wTERsnngL & VR L.NE To FILL SUMP hfI�r � STOCKTON, CA.
<br /> o / j�/��� /�\/ s FIRST" POUR GREASE END
<br /> X 70 I III- MATERIAL- SEE SPECS. SEE 3/QUID &FIL6ED 3 1 1/4" FALL 1 1/a" BALL ! ■
<br /> AGGREGATE III III— VIA 1" CONGUIT VALVE TYP. VALVE TYP.
<br /> LOC
<br /> m tD BASES \� 1/2"0 x18 SMOOTH DOWELS COMPACTED BASE HYDROSTATIC MONITORING REM 2918 DAYPART - WOOD
<br /> < COMPACTED / / / / / REGULAR VENT LINE TO FILL SUMP SUPREME VENT LINE ISOMETRIC, UNDERGROUND STORAGE
<br /> ig
<br /> I 3 a MIN,
<br /> x + 2
<br /> GRADE sJe. DE CENTER of SLAB ( / ) COMPACTED GRADE- SEE a. DOUBLE WALL PRODUCT via f' coNDGlr ARCHITECTORE ENGINEERING
<br /> r a FACE OF FIRST POUR 3E8 PRE EMOLDEDF EXPANSION 5 SPECS. VAPOR RETURN PIPING REGULAR PRODUCT LINES bwx SUPREME PRODUCT LINES •ENVIRONMENTAL SERVICES TANK PIPING (BLEND SYSTEM),
<br /> uO+u MATERIAL (FULL DEPTH OF NOTES: MONITORING OF THE _ _ _ _ _ _ _ _ _ _ _ _ _ _ -. N. IAcDOWFLL BLVD PETAIUMA rq (]W) ]65-1660
<br /> o PROVIDE NON-BONDING 2 -0 TO FILL SUMP
<br /> FMATERIAL ® VERTICAL (TYP. ® EA. SIDE OF JOINT) HAVE VACUUM VIA 1 CONDUIT T— LDESION QROUP Idc JOHN w. JpHNSCN, ARCHITECT JAMES T RAY, CML ENGINEER TANK SLAB AND SECTION
<br /> o. CONCREtE SECTION) 1. DO NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LE55 THAN 6' THICK, SECONDARY. SEE 3/F 3 -I }-� INITIAL SATE SCALE: AS NOTED SS# 9-4275
<br /> & 6/F-3. PRELIMINARY
<br /> i[ a` 2. U E PLAOF KEYED METAL
<br /> FORMS FORfTEY. WOOD CAN BE USED ONLY IF THE 5. MOUNT VALVES IN REGULAR UNLEADED TANK SUPREME UNLEADED TANK PLANNING _ DATE: 8/27/04 JOB# 8392.31
<br /> BACACCESSIBLE LOCATION ( DIESEL TANK SIMILAR ) BLDG PERMIT
<br /> TOP OF SUMP GENERAL BID CH. IW SHEET
<br /> PERMIT REV'S DR PJO
<br /> 4 TANK SLAB EDGE 2 CONSTRUCTION JOINT 1 CONTINUOUS MONITORING PER AB 2481
<br /> CONSTRUCTION rawing F-2
<br /> ter construction APP. CBS
<br /> 1 1/2"=1'-0" 1 =1 -0kSCALE unles initialed
<br />
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