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0 5 10 15 --•
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<br /> GRAPHIC _
<br /> Af w UNDERGROUND PIPING GENERAL NOTE.L_
<br /> p -
<br /> 1. SHELL SERVICE STATION SPECIFICATIONS ARE TO BE FOI_I OWED
<br /> FOR ALL WORK PERFORMED AT THIS SITE
<br /> 2. ALL WORK, INCLUDING PLUMBING AND ELECTRICAL, SHALT_ BF
<br /> PERFORMED IN ACCORDANCE Willi LOCAL ADOPTED DUILUING
<br /> P"OPERTY LINE --__ CODES AND SUPPLEMENTARY ORDINANCES, AU_ AS DIRECTED BY
<br /> COMPANY REPRESENTATIVE.
<br /> 9 f C 20� 48, SSI° - -- CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS AT
<br /> THE SITE. NOTIFY COMPANY REPRESENTATIVE OF ANY DISCREPANCIES
<br /> BETWEEN SITENDAND INFORMATION SHOWN ON DRAWINGS,
<br /> - PRIOR1PRIORTO COMMEENCINGNG WORK
<br /> - - _ 4, ALL BACKFILL OF UTILITY 1RENfIHES TO BL CLEAN WASHED SAND.
<br /> "pfd
<br /> S. "PIPING. A.O. SMITH RED THREAD 11 DOUBLE-WALL (PRODUCT).
<br /> SINGLE-WALT_ (VENT/VAPOR),
<br /> G. CONTRACTOR SHALL PROVIDE A COMPLETE FUNCTIONING FUEL.
<br /> DISPENSING SYSTEM MEETING THE LETTER AND INTENT OF THESE
<br /> PLANS AND SPECIFICATIONS.
<br /> 1. TANKS: 2-15,000 GALLON XERXES UNDERGROUND DOUBLE-
<br /> ' / \ WALL FIBERGLASS TANKS (TANKS 10' DIAMETER)
<br /> / \ 8. INSTALL 8" REINFORCED CONCRETE SLAB OVER. TANKS. SET MANHOLE
<br /> COVERS 1 1/2" ABOVE SLAB. GRADE TO DRAIN.
<br /> 9. ALL FIFIINGJ AND OFENINGS SHALL UE SLCONUARII'f CONIAINTh
<br /> \ PER TANK MANUFACTURER , SPECIFICATIONS.
<br /> m
<br /> ' NEW 6" RE-INFORCED \ 10. ALL FILL BOXES TO BE 15 GALLONS MINIMUM & WATERTI,F
<br /> 7e9 n ' NEW MULTI-PRODUCT GASOLINE CONCRETE DRIVE-SLAB \ \ — EXISTING VENT RISERS TO 1' ABOVE SURFACF. (TYPICAL FOR PHASE 1 VAPOR RF.CnVERY)
<br /> CCH DISPENSER w/ CARD READERS, REMAIN, REMOVE ANY RISERS
<br /> BLENDERS, SINGLE HOSE EACH EXISTING CANOPY NO LONGER IN USE. t1, nU. MANHOLE COVERS 70 HE WATERTIGHT
<br /> SIDE, & VAPOR VAC NOZZLES. LEGEND !2. INSTALL 2-3/4 H.P. SUB-PUMPS WITH A.P.I. DETECTORS.
<br /> (TYPICAL OF 4 DISPENSERS) TO REMAIN \
<br /> EXISTING LUBE BAY \ NEW UNDERGROUND 2"m 13. INSTALL 2-2"0 DOUBLEWALL FIBERGLASS UNDERGROUND PRODUCT
<br /> BUILDING TO REMAIN
<br /> DOUBLE WALL (SLOPE 5 UNITS
<br /> EQUIPMENWITH
<br /> T PRESSURE
<br /> LIST & SPECIFICATIONS FORFOR ICK COMPLETE (EQUIPMENT
<br /> rt d
<br /> PRODUCT LINE SLOPE 1/4" LISTING ATTACH LIQUID PROBE LEAK MONITOR, WITI4 PIPING SUMP
<br /> n a PER 12" MIN. UPWARD FROM
<br /> > !m� ;o ° l ° ° n h ° 8 ° °� EXISTING CANOPY COLUMN TANTO 10 TANKS.
<br /> a TO REMAIN (TYP, OF 2) -. NEW UNDERGROUND FIBERGLASS I4, INSTALL 1-3"0 UNDERGROUND SINGLE-WALL F'IBERGIASS VAPC`R
<br /> d 4 VENT/VAPOR LINES 2 0 OR 3"m RECOVERY LINE, MANIFOLD FROM MULTI PRODUCT DISPENSERS
<br /> (SLOPE 1/4' PER 19 MIN. TO REGULAR UNLEADED TANK
<br /> W d ° S e i d \ UPWARD FROM TANK PIPING
<br /> w ° ��q _ 15. INSTALL 2-2"0 UNDERGROUND SINGLEWALL FIBERGLASS VENT
<br /> rr } <° ti\Y ,a ° :� TO BE 3' AFTER MANIFOLD OF LINES ONE FROM EACH TANK 70 VENT RISERS.)
<br /> d e I d ° \ THE VAPOR RECOVERY LINES.
<br /> o n : e - ° - NEW 5 x 13' CONCRETE SLOPE 1/4" PER EACH
<br /> MINIMUM BACK TO TANKS,
<br /> °' a ° "DOGBONE" PUMP ISLAND EXISTING VENT RISER
<br /> d I _ ° + ° + (TYPICAL OF 2) TO REMAIN 16. SLOPE ALL NEW PRODUCT/VAPOR RECOVERY PIPING i/A"
<br /> PER FOOT MINIMUM BACK TO TANKS.
<br /> gs9 .o a Z e a °a° l a I.' VR VAPOR RETURN
<br /> l 3 o J °° 17. EXCAVATION FOR TANKS SHALL BE PER OSHA REOUIRMFHTS.
<br /> ss� ° R REGULAR UNLEADED
<br /> 18 . PROVIDE DEADMEN & STRAPS PER DRAWING (I TP-8 !
<br /> Of A tl
<br /> LU 19 PROVIDE TANK SHORING. (NNOTF, 1QLDIANIETFR TANKS)
<br /> CL P p_._ 01 P PREMIUM UNLEADED
<br /> R`� _� __ QTR_ .- 20. GENERAL CONTRACTOR SHALL FURNISH & INSTALL DEAF!MAN
<br /> ° 0- --VR HOLD DOWNS FOR ALL TANKS IN ACCORDANCE WAIL DETAILS
<br /> ,v a ° I ON TANK DRAWINGS. IT IS CRITICAL THAT YOU MEET THE CROSS
<br /> J NEW CONCRETE
<br /> ' lSECTIONAL DESIGN & REINFORCEMENT REQUIREMENTS. IF YOU
<br /> NEW 3°0 VAPOR RECOVERY ELECT TO USE PRE-FABRIC CONCRETE DEADMAN HOLD DOWN
<br /> PIPING (SLOPE 1/4" PER FOOT M UNITS, SHELL REQUIRES ENGINEERING CALCOI..AIIONS TO CONFIRM
<br /> MIN. UPWARD FROM TANK) M THAT SYSTEM IS EQUAL. TO SHELL'S DESIGN.
<br /> NEW 26'-0" CONCRETE
<br /> TANK SLAB l TO RING CANOPY LU 21, ALL TESTING REQUIREMENTS (TANKS, LINES, BLOCKAGE THE TEST,
<br /> EXISTPRESSURE DECAL, CALIBRATION, ETC.) SHALL BE THE RESPONSIBILITY
<br /> OF THE GENERAL CONTRACTOR & INCLUDED IN BASE BID, NO
<br /> l 7. EXCEPTIONS.
<br /> l a a EXISTING CANOPY COLUMN J l 7 22 JlH-LINE PRESSURE MONITOR NOT REQUIREQ
<br /> TO REMAIN (TYP. OF 2) o
<br /> d
<br /> 11 (� � 11
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<br /> NEW 2"m DOUBLE-WALL II ° NEW 6 RL INFORCED a SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
<br /> FIBERGLASS PRODUCT PIPING 0 0 y I I ° ° ° ' CONCRETE DRIVE SLAB
<br /> SLOPE 1/4" PER FOOT MIN. z REQUIRED INSPECTION[.
<br /> UPWAFO FROM TANK) l II o ll ll ll ra- ( 1 ° R + P o
<br /> rc !,i l < �.J 1n - 2" FIBERGLASS
<br /> Q a o w MIEW 3 x 2 REDUCER ° VAPOR PIPING
<br /> I,! ? a 4 ALL APPOINTMENTS FOR INSPECTIONS MUST BE MADE AT LEAST 48 HOURS IN ADVANCE
<br /> sw u FITTING (TYPICAL) SEE ° ° m FROM DISPENSERS--
<br /> °J �yXy� I[��X'1 z [DETAIL THIS PAGE
<br /> < FOR THE FOLLOWING: 3" FIBERGLASS TEE
<br /> l ll Il Ila = it oo d P ° ' �' NEW 5 'X 13' CONCRETE'S A. PRIMARY AND SECONDARY TANK(S) SHALL DE TESTED PNEUMATICALLY AT 3-5 P.S.I. -3" x 2"
<br /> e y�
<br /> o d ° I DOGBONE' PUMP ISLAND - FOR ONE HOUR ONE-HALF HOUR FOR PRIMARY TANK AND ONE-HALF HOUR FOR FIBERGLASS
<br /> p (TYPICAL OF 2) * o SECONDARY TANK DOUBLE WALLED TANKS ARE EXEMPT IF ANNULAR SPACE IS BUSHINGS
<br /> 9 R n S ° UU MONITORED USING EITHER PRESSURE OR VACUUM TESTING. (ALL EXTERNAL CONNECTIONS
<br /> II g o N SHALL BE SOAP TESTED WHILE UNDER PRESSURE).
<br /> E--Vfa— 11 z INEW 2"m VAPOR RECOVERY I ° d ° I NEW 6" REINF. CONE. DRIVE SLAB N -�
<br /> 3.0 VAPOR RECOVERY-� � - � // (PIPING (SLOPE 1/4" PER FT� a I° °,� -° d° z B. PRESSURE PIPING SHALL BE HYDROSTAIICALLY TESTED TO 1507 OR PNEUMATICALLY TESTED
<br /> MANIFOLD �.,,� / IMIN. UPWARD FROM TANK) ° ° d ' I NEW MULTI- PRODUCT GASOLINE. TO 710% OF MAXIMUM ANTICIPATED SYSTEM PRESSURE BUT NOT LESS THAN 5 LBS
<br /> ¢ DISPENSER w] CARO READERS, + PER SQUARE INCH AT THE HIGHEST POINT OF THE SYSTEM FOR A MINIMUM OF 20 MINUTES,
<br /> �(2) NEW 72 SINGLE-WALL - j ° ° ° BLENDERS, S'NGLE HOSE EACH < 3" FIBERGLASS
<br /> GALVANIZED VENT RISERS I SIDE & VAPOR VAC NOZZLES. I C. ALL LINES OTHER THAN PRESSURE PIPING SHALL BE PRESSURE TESTED AT NOT LESS THAN VAPOR
<br /> �(GQNNEG7 TO NEW RESP. VENT // z (2) INEW 15,000 GALLON; _4 ° (TYPICAL CF 4 DISPENSERS) n 3 P.S.I. AND NOT MORE THAN 5 P.S.I. FOR A MINIMUM OF 20 MINUTES AND SOAP TESTED PIPING TO
<br /> LINES, SECURE TO NEW VENT UNDIERGROUND "XERXES" W111LE UNDER PRESSURE,
<br /> TANKS
<br /> STAND & EXTF_ND 12'-0" MIN. o
<br /> DOUBLE-WALL FIBERGLASS I° (j--� of i D. CONTAINMENT SUMPS SHALL PASS A 24 HOUR LEAK TEST.
<br /> ABOVE FINISHED YARD GRADE. ^,/ STORAGE TANKS (10' DIA.) I ° �✓ ® R + p
<br /> CONSTRUCT REDWOOD VENT "1^ w/ IK SLAB ENFORCED CONCRETE ° �. N 0 E, OVERFILL PROTECTION SHALL BE CAPABLE OF DRAINING LIQUID BACK INTO FUEL TAMS. 2"/3VAPOR PIPING
<br /> (ENCLOSURE PER DETAILS) v 2) NEW 2°0 SINGLE-WALL VTi
<br /> F. MONITORING SYSTEM SHALL PASS A FUNCTIONAL TEST, THE FUNCTIONAL TEST SHALL CONSIST CONNECTION DETAIL
<br /> '1 FIBERGLASS VENT LINES (CONNECT R °d
<br /> TO NEW U.G. TANKS & EXTEND - F '. ° 0 OF THE ACTIVATION OF THE ALARM VIA THE MONITORING PROBES/SENSORS, NO SCALE
<br /> �O TO VENT RISERS (SLOPE 1/4- PER ° ° e d' C. FINAL INSPECTION AND APPROVAL TO OPERATE WILL BE GRANTED AFTER THE ABOVE ----
<br /> I FOOT MIN. UPWARD FROM TANK) a -
<br /> •O / O L ^_ e8- ° ____ REQUIREMENTS ARE SATISFIED AND A HARD COPY OF THE PRECISION TEST IS SUBMITTED
<br /> aa--° TO INSPECTOR AT SITE. REVISIONS ^s-
<br /> °
<br /> °:' _ THE CONTRACTOR'S APPROVED PRINTSET OF THE UST INSTALLATION SHALL BE KEPT AT THE JOB SITE AND N0. DATE BY UPDATED PLAN PER REVIEWCOMMENTS
<br /> MUST BE SHOWN TO THE INSPECTOR UPON REQUEST, IN ADDITION, THE LOCAL FIRE DEPARTMENT SHALL SR - --- -
<br /> 12 ' PROPERTY LINE 155.80' N61° 56' 50" E APPROVE UST INSTALLATION PRIOR TO COMMENCEMENT OF WORK.
<br /> IF YOU NEED FURTHER ASSISTANCE, OR WISH TO SCHEDULE AN APPOINTMENT TO DISCUSS THE PLAN REVIEW
<br /> p OR FIELD INSPECTION, PLEASE CONTACT OUR UNDERGROUND STORAGE TANK STAFF AT (209) 463-3422
<br /> _ - APPROVALS
<br /> SHELL OIL COMPANY
<br /> i OISP. AREA ENGINEERING MANAGER DATE I HOUSTON, lj1,XAS-•--�_
<br /> 9 0151'RV;T MANAGER DATE
<br /> � 3'-D'' s-D° 5•-D•' PIPING PLAN
<br /> DISTRIBUIION MANAGER DATE
<br /> NEW 13, 0" 2'-6" —
<br /> ISLAND CONSTRUCTION/DISTRICT ENGINEER DATE 2494 E FRESTOC STREET LI FILBERT STREET
<br /> NOTE! ALL EXISTING ITEMS ARE 10 REMAIN STOCK TON, CALIFORNIA
<br /> NEW 25'-0" CONCRETE DRIVE SLAB. PLANS PREPARED BY:
<br /> i UNLESS NOTED OTHERWISE.
<br /> ENGINEERING SCALE: 1" _= 10'-0" DRAWING # TP- 1
<br /> REMA N T S' T R EE T PLANNING ENGINEERING CONSTRUCTION MANAGEMENT DATE: 11/231/95
<br /> Gm lA i/ �Y WIC #t 204-7524-- 18080
<br /> 45 QUAIL COURT, SUITE 303 DWN. BY: S. LEE '--
<br /> m w...o,... n WALNUT CREEK, CALIFORNIA 94596 CHKD. BY: VP
<br /> +./ PHONE: 510-933-057II FAX: 510-933-0588 u
<br /> r_�
<br /> �;JSHELL_ OIL COMPANY, ALL RIGHTS RESERVED 199`x:
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