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_ PI_. 25.00' N 1 ° 34' 00" W PL. 162.99" � r r ------ - --_--- .
<br /> r
<br /> EXISTING PLANTER TO REMAIN SANJOAQUN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT "kuA �, {�`°"REQUIRED INSPECTIONS:
<br /> (, 10 1s
<br /> . 1
<br /> ALL II FOR INSPECTIONS MUST BE MADE AT LEAST AD HOURS IN ADVANCE GRAPHIC SCALE
<br /> THEAPPOINTMENTSFFOR It{E FOLLOWING: )
<br /> PRIMARY AND SECONDARY TANKS) SHALL BE TESTED PNEUMATICALLY AT 3-5 P.S.I.
<br /> EXISTING VENT RISERS TO FOR ONE HOUR, ONE-HALF HOUR FOR PRIMARY TANK AND ONE-HALF HOUR FOR
<br /> SECONDARY TANK.
<br /> REMAIN. REMOVE ANY DOUBLE WALLED TANKS ARE EXEMPT IF ANNULAR SPACE IS
<br /> RISERS NO LONGER IN USE. rvaR t ,R
<br /> MONITORED USING EITHER PRESSURE OR VACUUM TESTING. (ALL EXTERNAL CONNECTION" OAF,q'J UNDERGROUND PIPING GENERAL NOTF5,
<br /> ' SHALL BE SOAP TESTED WH "7ILE UNDER PRESSURE). Y 'I '- '— -
<br /> PRESSURE PIPING. SHALL BE HYDROSTATICALLY TESTED TO 150% OR PNEUMATICALLY TESTED 1. SI JELL SERVICE STATION SPECIFICATIONS ARE TO BE F01-LOWED
<br /> TO 1107 OF MAXIMUM ANTICIPATED SYSTEM PRESSURE BUT NOT LESS THAN 5 LBS, FOR ALL WORK PERFORMED AT THIS SITE
<br /> PER SQUARE INCH AT THE HIGHEST POINT OF THE SYSTEM FOR A MINIMUM OF 20 MINUTES.
<br /> 2, ALL WORK, INCLUDING PLUMBING AND ELECTRICAL, SHALL. DC
<br /> ALL LINES OTHER THAN PRESSURE PIPING SHALL BE PRESSURE TESTED AT NOT LESS THAN PERFORMED IN ACCORDANCE WITH LOCAL ADOPTED BUILDING
<br /> 3 P.S.I. AND NOT MORE THAN 5 P.S.I. FOR A MINIMUM OF 20 MINUTES AND SOAP TESTED CODES AND SUPPLEMENTARY ORDINANCES, ALL AS DIRECIED HY
<br /> ' WHILE UNDER PRESSURE. COMPANY REPRESENTATIVE.
<br /> CONTAINMENT SUMPS SHALL PASS A 24 HOUR LEAK TESL A CONTRACTOR Is TO VERIFY All DIMENSIONS AND CONDIIIONs AT
<br /> THE SITE. NOTIFY COMPANY REPRESENTATIVE OF ANY DISCREPANCIES
<br /> o° I OVERFILL PROTECTION SHALL BE CAPABLE OF DRAINING LIQUID BACK INTO FUEL TANKS. BETWEEN SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS.
<br /> ° O PRIOR 'f0 COMMENCING WORK,
<br /> MONITORING SYSTEM SHALL PASS A FUNCTIONAL. TEST THE FUNCTIONAL TEST SHALL CONSIST
<br /> OF THE ACTIVATION OF THE ALARM VIA THE MONITORING PROBES/SENSORS // ALL BACKFILL OF I_HILIIY 1RENCIIES TO BE CLEAN WASHED SAND.
<br /> r FINAL INSPECIION AND APPROVAL TO OPERATE WILL BE GRANTED AFI -R THE ABOVE PIPING: A.O. SMITH RED THREAD. II DOUBLE-WALL (PRODUCT).
<br /> f REQUIREMENTS ARE SATISFIED AND A HARD COPY OF THE PRECISION TEST IS SUBMITTED SINGLE-WALI. (VENT/VAPOR).
<br /> DLII TO INSPECTOR AT SIZE.
<br /> a9 � 6. CONTRACTOR SHALL PROVIDE A COMPLETE FIJNC110NINC FUEL
<br /> i \ THE CONTRACTOR'S APPROVED PRINTSET OF THE USE INSTALLATION SHALL BE KEPT AT THE JOB SITE AND DISPENSING SYSTEM MEETING THE LETTER AND INTENT OF THESE
<br /> 1 PLANS AND SPECIFICATIONS.
<br /> MUST BE SHOWN TO THE INSPECTOR UPON REQUEST IN ADDITION, THE LOCAL FIRE DEPARTMENT SHALL
<br /> APPROVE Uri INSTALLATION PRIOR IO COMMENCEMENT OF WORK 7, �AWCS, ^ 15,000 GALLON XF_RXFS UNf)ERGROUND DOUPIC
<br /> I� IF YOU NEED TODDLER ASSISTANCE, OR WISH Al SCHEDULE AN APPOINTMENT TO DISCUSS THE PIAN RFVIFW ��� WALL FIBERGLASS TANKS (TANKS 10' DIAMETER)
<br /> B EXISTING CANOPY TO NEW GILBARCO' MULTI-PRODUCT g OR FIELD.. INSPECTION, PLEASE CONTACT OUR UNDERGROUND STORAGE TANK STIFF AT (209) 463-3427.
<br /> REMAIN GASOLINE DISPENSER W/ CARD S. INSTALIA" REINFORCED CONCRETE SLAB OVER TANI(S. SET MAtJIIOIF
<br /> a READERS, BLENDERS, SINGLE HOSE COVERS 1 1/2" ABOVE SLAB. GRADE 10 BRAIN,
<br /> 1� EACH SIDE, & VAPOR VAC NOZZLES
<br /> (TYPICAL OF 4 DISPENSERS) 9, ALL FITTINGS AND OPENINGS SHALL UE SECONDARILY CONTAINED
<br /> PER TANK MANUFACTURERS SPECIFICATIONS.
<br /> 16, ALL FILL BOXES TO BE GALLONS MINIMUM & WATERTIGHT,
<br /> `D 1" ABOVE SURFACE (TYPIPl CAL FOR PHASE 1 VAPOR RECOVERY)
<br /> - -----
<br /> 11. ALL MANHOLE COVERS TO BE WA 7FRTICT.
<br /> H
<br /> �I VAI �2, INSTATE 2-3/4 H.P. SUB-PUMPS W1TI A.PI DFTEC'TORS. f
<br /> a I
<br /> n
<br /> O o 13 INEOSUTAIPLME2NT 2 0 DOUBLEWALI FIBERGLASS' UNDERGROUND )
<br /> PRODUCT_ _
<br /> EXISTING CANOPY d LN_S WITH. PRESSURE MONITOR (FOR QUID
<br /> LIST & SPECIFICATIONS FORCOMPLETE FOUIFMENTCOLUMN TO REMAIN ¢- d(TYPICAL OF 2)D , PIPING
<br /> TO TANKS.
<br /> J{' �
<br /> _-
<br /> ... _
<br /> I+ a La ° a �T ' ------ o 11
<br /> Z U > 14. INSTALL i-3"0 UNDERGROUND SINGLE-WALL FIBERGLASS VAPOR
<br /> I d II I Op � p 1w3
<br /> ,1
<br /> RECOVERY LINE, MANIFOLD FROM
<br /> M MULTI-PRODUCT DISPENSERS
<br /> CONCRETE I - INEW 5' 13' 4 e v) TO REGULAR UNLEADED TANK.
<br /> "DOGDONE" PUMP ISLANE
<br /> 4 .
<br /> (TYPICAL OF 2) 4 a d 15. INSTALL 2--2"0 UNDERGROUND SINGLEWALL FIBERGLASS VENT
<br /> A s '
<br /> z LINES (ONE FROM EACH TANK TO VENT RISERS.)
<br /> A SLOPE 1/4" PER FOOT MINIMUM BACK TO TANKS,
<br /> � SLOPE ALL NEW PRODUCT/VAPOR RECOVERY PIPING 1/4"
<br /> 8 c o \ O \\ Lil -- ( / PER FOOT MINIMUM BACK TO TANKS.
<br /> GO
<br /> in ® 17. FXCAVAIION FOR TANKS SIIALL BE PER OSHA E EOUIRMFNTS.
<br /> _VR_ _R V N iB� PROVIDE OEADM EN & STRAPS PER DRAWING �( TP-8 t
<br /> P -VR— -� �
<br /> NEW 3' VAPOR RECOVERY p g in o- 19. PROVIDE TANK SHORING. (NO.JF TO PIAMEJER TANKn)
<br /> TO
<br /> rl 7ING VENT RISER - PIPING (SLOPE 1/4" PER
<br /> ' I I o TO REMAIN FOOT MIN, UPWARD FROM 20, GENERAL CONTRACTOR SHALL FURNISH & INSTALLDEADMAN
<br /> lul TANK) b (2) NEW 15,000 GALLON "XERXES" HOLD DOWNS FOR ALL TANKS IN ACCORDANCE WITH DETAILS
<br /> ❑o o I UNDERGROUND DOUBLE-WALL FIBERGLASS ® (10 ON TANK DRAWINGS. IT IS CRITICAL THAT YOU MEET THE CROSS
<br /> _ STORAGE TANKS (10' DIAMETER) w/ 8" ® SECTIONAL DESIGN & REINFORCEMENT REQUIREMENTS. If YOU
<br /> o n o NEW 5' x 13' CONCRETE REINFORCED CONCRETE SLAB OVER ELECT TO USE PRE FADRICATED CONCRETE OEADMAN HOLD DOWN
<br /> "DOGBONE" PUMP ISLAND ° UNITS SHELI REOUIRES ENGINEERING CALCULATIONS TO CONFIRM
<br /> III
<br /> FT (TYPICAL OF 2) tiF�S + � THAT SYSTEM IS EQUAL TO SH LCS DESIGN.llII ° d ° FxOy 21. AI_I. TESTING REQUIRE MFN TS (TANKS LINTS BLOCKAGE ZEST
<br /> a d d a PRESSURE DECAL CAI IENIS (T BTC.) SHALL THE RTEST SIHII IiY
<br /> � .a NEW 3" x 2" REDUCER COQ no,F OF III[. GENERAL CONIIRACIOR & INCLUDED IN IJASF. L111). NO
<br /> ° O Xlld FITTING (TYPICAL) SEE PO C'p EXCEPTIONS. _
<br /> R', P i I DETAIL THIS PAGE 5�' // �' FlF �A
<br /> Pixy- p wr/ � 22, JTfi LINE PRESSURE MONITOR NOT RCg IR
<br /> W ��� ti o0°1 \ 'm 1 ppD LEGEND
<br /> I--VIR a \ PREMIUM^` wS 0 - NEW UNDERGROUND 2"0
<br /> If ° ° UNLFADEb °
<br /> 19 NEW "GILBARCO" MULTI-PRODUCT d ° ° DOl1DLE WALI FILiCIi*?LA55
<br /> �/
<br /> ` e
<br /> GASOLINE DISPENSER w/ CARD d - ° S OUR 12" LINE (SLOPE 1/4"
<br /> READERS, BLENDERS, SINGLE HOSE ° d \ 0 a ` - \ ,. d.' -°\ d PER 12" MIN. UPWARD FROM
<br /> EACH SIDE, & VAPOR VAC NOZZLES C' a ° I 0 � a TANK)
<br /> (TYPICAL OF 4 DISPENSERS) ° NEW 2" 0 VAPOR RECOVERY e e'' \ d 2" FIBERGLASS
<br /> NEW 6" RE-INFORCED CONCRIEIE I a PIPING (SLOPE 1/4" PER FOOT d REGULAR e ° ° �x0+ NEW UNDP REDOUND SINGLE-WALL VAPOR PIPING
<br /> d " ` DRIVE SLAB d " MIN. UPWARD FROM TANK) �5: UNLEADED ° I FIBERGLASS VENT/VAPOR LINES 3" FIBERGLASS TEE FROM DISPENSERS
<br /> i d e ` ° �° ° ` /. 4! 2"0 OR 3"0 (SLOPE 1/4 ' PER PIN
<br /> /d TO UPWARD FROM TANK). PIPING - 3" x 2"
<br /> It EXISTING CANOPY COLUMN ° ° ° I \ ° `�� TO BE 3" AFTER MANIFOLD OF FIBER 61.AS5
<br /> TO REMAIN (TYP. OF 2) a ° u ''I -\ \\ %^ ) THE VAPOR RECOVERY LINES. BUSHINGS /
<br /> d °
<br /> d I NEW 2" 0 DOUBLE-WALL FIBERGLASS
<br /> / PRODUC2.ILNE$ . '((-TOPE 1�4'PES VR VAPOR RETURN
<br /> R 4 P 4 I I�00T MIN. UPWARD'R M�'MT e \\
<br /> da O I
<br /> d ° O R REGULAR UNLEADED
<br /> P' P L 3" FIBERGLASS
<br /> °
<br /> VR -�- VR -"-� VAPOR
<br /> EXISTING CANOPY TO ��\\ R- PIPING TO
<br /> REMAIN " „ I R P PREMIUM UNLEADED
<br /> TANKS
<br /> d
<br /> e 4.
<br /> 4 ' d NEW 2" 0 SINGLE-WALL FIBERGLASSNEW CONCRETE
<br /> VENT LINES (CONNECT TO NEW B.G. e� 7"f3 VAPOR PIPING
<br /> TANKS & EXTEND TO VENT RISERS NEW VENT RISERS &
<br /> (SLOPE 1/4" PER FOOT MIN, UPWARD Q REDWOOD ENCLOSURE CONNECTION DETAIL
<br /> FROM TANK)
<br /> ��. (SEE DRWG. // SD-i) NO SCALE
<br /> REVISIONS
<br /> w =-e-®.-�r��.s--�-s.-v- � v w u acv s r a •'—^^-- _
<br /> PI-. 25.00' St' 34' 00" E PL. 143.56' _
<br /> NO. DATE B'f COMMENTS
<br /> NOTE! ALL EXISTING ITEMS ARE IU REMAIN --
<br /> UNLESS NOTED OTHERWISE. -- --
<br /> P
<br /> APPROVALS SHELL OIL CAOMPAHY
<br /> 0 1w
<br /> DISP, HOUSTON,�i rtr �JnC
<br /> 3'-0" 5'-0' AREA ENGINEERING MANAGER )AIF. W HOUSTON, 1 ERAS
<br /> 8'-0" 5'-0" DISTRICT MIANAGER nAIE
<br /> PROPOSED PIPING_ PI-AN
<br /> 9'-6" NEW 13'-0" 2'-6„ DISTRIBUTION MANAGER DAI'E
<br /> ISLAND 10.71 NORTH MAIN STREET & LOUISE AVENUE
<br /> NEW 25'-0" CONCRETE CON5IRUCTION/DISTRICT ENGINEER DAIL MAN iECA, CALIFORNIA F
<br /> DRIVE SLAB DIMN.
<br /> PLANS PREPARED BY: !
<br /> NORTH MAIN STREET .� A S S ENGINEERING SCALE: 1" 10'-T DRAWING # TP- 1
<br /> PLANNING ENGINEERING CONS'IRUCIION MANAGEMENT DATE: 9 1 STS
<br /> ®.® '.. v "�® va ... �...�..>M ._. v .. ">•n°� s, »+ 45 QUAIL COURT, SUITE 303 ,- , WIC # 204-4728-0502
<br /> WALNUT CREEK, CALIFORNIA 94596 ..-
<br /> "�'� a PHONE: 510-933-057£1 FAX 510-933-0588 CI-1KD. E3Y: On
<br /> (C SHELL OIL COMPANY, ALL RIGHTS RESERVED 1995,
<br />
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