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<br /> KEYNOTES L
<br /> TANK GAUGE RISER
<br /> FEX
<br /> I MANIFOLDED VAPOR RECOVERY
<br /> 3. FILL RISER (4!'
<br /> 4. TURBINE SUMP (TYP. OF 3)
<br /> OFFROTH
<br /> VERIFY WJfH CHEVRON USA '� 5. 2" FIBERGLASS PRODUCT-IN PIPING
<br /> - _ W/ 3" FIBERGLASS SECONDA Y CONTANMENT PIPING
<br /> SAN PUBLIC
<br /> HEALTH
<br /> COUNTY _^{�- 7. VENT LINES. (3 FACS)
<br /> - PUBLIC HEALTH SERVICE$ � 11.- $. -VAPOR RECOVERY RESER (STA( f)
<br /> ENVIRONMENTAL HEALTH DIVISION I 9. VENT RISERS WITH PV VENT CAP ASSOC ,
<br /> P. 0. BOX 2009,STOCKTON,CA 95021 0 10. 36'-0' X 40'-0" X 9" THICK GONG. SLAB OVER
<br /> PHONE:(209)468-3420 - UNDERGROUND FUEL TANKS. SSE DETAILS SHEET TL3. - �"
<br /> J Approved 11 . GUARD POST. SEE DETAIL SHEQr A1.3 ARCHITECTS &
<br /> - - �, 18 - 12. DOUBLE WALL UNIIERGROUND STORAGE TANKS -
<br /> -FS Approved with changes:SeeRernarks �I ' 22 13. TANK MONITOR RISER L_- Aice! ',� CGisi` - -
<br /> 0 oisapp�ro/v�ed;If/SeeRemarks 14. EMERGENCY SHUT-OFF SW17CHI PLANNERS
<br /> Remarkspr Disapproved;
<br /> 15. ANNULAR SPACE MONITOR (TYI. OF 3)
<br /> -1�f ` 16. NOT USED S
<br /> TYPICAL FUEL ISLAND PLAN 17. AIR WATER STATION (SEE sHE A1 .3 2115 M STREET, SUITE581 21s
<br /> ` ate g, .r �,:r,.� gy r�1 dAxl T SACRAMENTO, CA 95816
<br /> Date �. �� �S" By • 1 --_--- 18, CANOPY COLUMN. SEE SHOP GWGS, TYP. OF 4) '
<br /> Approval o} these plans extends only to that TI_1 SEE CHEVRON HALLMARK 21 DRAWINGS FOR OMITTED NOTES AND DETAILS. 19. RETENTION POND. (SEE CIVIL DRAWINGS)
<br /> which is shown and described hereon but - 20. P.O.S SIGN. INSTALL PER MANS F. STANDARDS (TYP. OF 4) 916.443.2560 ,
<br /> does not authorize w approve any omission 21 . MPD DISPENSER. INSTALL PERIMANUF. STANDARDS (TYP. OF 4) FAX 976.448.6583
<br /> or deviation of requirements of State laws or 22. ISLAND VALET. INSTALL PER M, _
<br /> UF. STANDARDS (TYP OF 4)
<br /> - ,peal Ordinances.
<br /> Q 1995 LEX COFFROfH & ASSOCIATES
<br /> PIANS MAY NOT BE REVISED, COPI�O, .OR
<br /> REUSED WITHOUT PRIOR WRITTEN PERMISSION
<br /> OF LEX COFFROTH, ARCHITECT
<br /> LATHROP ROAD
<br /> Ala,
<br /> �j cow a
<br /> GENERAL TANK AND LINE NOTES ( WET HOLE INST LLATION) * c-rssa2
<br /> ALL TANK AND LINE INSTALLATIONS SHALL BE PERF( RMED BY A LICENSED CONTRACTOR. PA A 1691 ' e
<br /> _ v - CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE NSTALLATION OF TANKS AND PIPES.
<br /> 1 . THESE PLANS ARE DIAGRAMMATIC IN NATURE A' ,D ARE NOT INTENDED TO BE AN
<br /> EXACT REPRESENTATION OF THE FINAL PRODUTT. GENERAL CONTRACTOR TO
<br /> RELOCATE, MODIFY, OR MAKE ADJUSTMENTS TT j PROVIDE A COMPLETE AND WORKING
<br /> SYSTEM, CONSISTENT WITH THE INTENT OF TH DESIGN. CONTRACTOR SHALL USE THESE
<br /> DRAWINGS ONLY AS AN AID. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE,
<br /> J AND LOCAL REQUIREMENTS.
<br /> I
<br /> 3 2. INSTALL THREE DOUBLE WALL STEEL/FIBERG LA. TANKS (TRUSCO). CAPACITY AND TYPES
<br /> ARE AS FOLLOWS: TWO (2) 10,000 GALLON ROUBLE WALL FIBERGLASS TANKS
<br /> ONE (1) 15, 8'000 GALLON OUBLE WALL FIBERGLASS TANK
<br /> NOTE ADD TWO NEW MPD'S T TANKS TO BE SET 48" MINIMUM BELOW FINIS I� GRADE. TANKS ARE -0" & 10'-0"
<br /> _( WITH SAME EQUIPMENT PIPES, ETC.)(PROBE,
<br /> PNS,
<br /> DISPENSER PA <40 \ T� NOMINAL DIAMETER ( 27' AND. 24' IN LENGTH ) AND SHALL BE INSTALLED
<br /> As THE OTHER MPas PERMITTED APPROXIMATELY 3'-0" APART. SEE SHEET TLd FOR SCHEMATIC LAYOUT.
<br /> / PREVIOUSLY. (REFER TO SHEETS fff .
<br /> TL2 THRU TL9 FOR OMITTED 3. TANKS SHALL BE INSTALLED PER TANK MANU"ACTURER'S RECOMMENDATIONS & SPECS. _
<br /> NOTES AND DETAILS) f
<br /> 4. TANK BURIAL DEPTH SHALL BE DETERMINED B1 THE FOLLOWING METHOD.
<br /> A. STARTING WITH THE FARTHEST PIPE BURIIL, WHETHER VENT I INE".i FROM3 av-Tfl
<br /> VENT RISERS OR PRODUCT LINES FROM "'6PENSERS, ALLOW 1/4" PER FOOT EsUareirrnr
<br /> ----
<br /> / / { SLOPE BACK TO TANK TURBINE CONTAIN FPTr SUMP. Srr4 MGDIFICArtON a/ta/a5
<br /> PR ' a avDs
<br /> B. ADD ADDITIONAL VERTICAL DROP FOR EA( H SWING JOINT, EQUIVALENT TO - -
<br /> t / 21 _ }. THE DISTANCE BETWEEN THE CENTER LIN S OF EACH FEMALE FITTING V5 'MPROVEMENIS AND
<br /> p / /"�\ WHEN APPLICABLE L� 8JIL );NG SHELL. $UBMPTAL 5/18%95
<br /> V I � �< ( ).
<br /> J A �. C. ADD 12" TO ARRIVE AT TOP OF TANK. I ALL CASES MINIMUM BURIAL OF
<br /> / t , / REVISIONS
<br /> / R O / �. TANK SHALL BE 4 -0' FROM PROPOSED TANK SLAB GRADE ELEVATION.
<br /> 5. CONSTRUCT A REINFORCED 9" CONCRETE SLA . SET MANHOLE COVERS 1 -1/2"
<br /> / r / - ' ABOVE SLAB. ( SLAB CROWN 1 -1/2' MINIMU CONCENTRIC ). SEE DETAILS ON
<br /> / { ,� ' /' ' DRAWINGS.
<br /> DEVELOPED HY:
<br /> / I s4 / Po ,t i/ :r;l
<br /> vu
<br /> 6. INSTALL BLACK IRON RISER FOR PHASE If VAP)R RECOVERY AND VENT
<br /> CONNECTIONS WITH EXTRACTOR TEE AND BALI. FLOAT VALVE PER DETAIL ON PARTH IANInc .
<br /> UL)HIONAU No eS i�y DRAWINGS.
<br /> 4 INSTALL THREE (3) 1 - 1/2 HORESPOWER SU MERSIBLE PUMPS WITH VEEDER ROOT
<br /> L I I 1 I I \ LEAK DETECTORS (MANHOLE COVERS TO BE W TERTIGHT ). 790 LUCERNE DR.
<br /> I:i15K IItOKI IvUKI 1
<br /> ( 1 ) �� \ 8. ALL PRODUCT LINES (2") AND SECONDARY CONTAINMENT (3") PIPING SHALL BE SUITE 33
<br /> Ur7L I I UNL I I SUP I / keorl $+ 1n
<br /> - t00� METHANOL COMPATIBLE. ,SMITH RED THR D IIA OR AMERON ALCOHOL I` CEJ
<br /> ° I I u°L I L ��° i /O'r1 10\ % 2800 SrC-STORE \ SPECIFIED. ALL GLUES SHALL BE PERMATED 50. ALL VENTS UP TO GRADE SUNNYVALE, CA
<br /> ¢� \ J MANUFACTURER'S SPECIFICATIONS. r
<br /> / S / i o } I I o % -�/�J \ , - SHALL 8£ 100 METHANOL COMPATIBLE. ALL "�EW PIPING TO BE INSTALLED PER 94036
<br /> y _
<br /> I 9. INSTALL 2' MANIFOLDED VAPOR RECOVERY LIN-S. SLOPE 1/4" PER FOOT INTO ---- --
<br /> -� MANIFOLDED .3" VAPOR RECOVERY LINE: SLOPED 1/4" PER FOOT INTO LOWEST GRADE
<br /> TANK. REFER TO SCHEMATIC DIAGRAM ON DRf ING. LA rH RO P CHEVRON
<br /> / 10. INSTALL THREE (3) 2" SINGLE WALL VENT LINES (ONE FOR EACH TANK COMPARTMENT). SERVICE I BVI C I_ STATI 0 iN 1
<br /> SLOPING 1/4" PER FOOT` MINIMUM BACK TO BANKS ( REFER TO SCHEMATIC
<br /> DIAGRAM ON DRAWING ). PIPING MATERIALS T(1 BE SAME AS PRODUCT PIPING
<br /> BELOW GRADE, BLACK IRON ABOVE. I FOOD
<br /> OOD MAR IT
<br /> and QSR
<br /> ■wry ! -�/ -�� t r 11. INSTALL ANNULAR SPACE MONITOR (MANHOLE FOVERS TO BE WATERTIGHT), (SEE
<br /> TANK INSTALLATION DETAIL_ 4/114). i
<br /> 12. PROJECT TO BE SUFFICIENTLY BARRICADED DURING CONSTRUCTION TO PREVENT CORNER OF LATHROP
<br /> ANY UNAUTHORIZED TRESPASS (VEHICULAR OR PEOESTIRAN).
<br /> 13. PROVIDE A STATIC GROUNDING SYSTEM AS SH WN ON DRAWING ROAD 8C HARLAN ROAD
<br /> 14. INSTALL GUARD POSTS PER DETAIL ON DWG. : HEET A1.3 LATHROP CALIFORNIA
<br /> CONSTRUCT DISPENSER ISLANDS AND DRIVE SLABS AS INDICATED ON DWGS.
<br /> �`
<br /> LE��LND �\\ 16. INSTALL (6) NEW MPD DISPENSERS (GILBARCO- WITH BOOTLESS NOZZLES) WITH ---
<br /> / X COAXIAL VAPOR RECOVERY, HOSES & NOZZLE'S, AND RETRACTORS. INSTALL NEW
<br /> --- u -- UNLEADED �,, PUMP RELAYS AND DISPENSER CONTROL EQUI MENT AS INDICATED ON PIANS. &TANK LINE
<br /> _
<br /> --w- - SUPER UNLEADED 17. REFER TO SUPPLEMENTAL_ FUEL DRAWINGS FO12i ADDITIONAL INFORMATION AND PLAN-ru-- PLUS UNLEADED SPECIFICATIONS. SITE
<br /> 'E PLAN
<br /> - R- - VAPOR RECOVERY 18. EMERGENCY PUMP SHUT-OFF SWITCH BETWEEN 15' AND 75' FROM PUMP ISLANDS.
<br /> SEE SITE PLAINS. 1
<br /> - -V- - - VENT LINE. 19. PLEASE NOTE: COORDINATE INSTALLATION OF 0,11PING, CONDUITS, AND
<br /> / DISPENSER BOXES TO AVOID CONFLICTS WITH CANOPY COLUMN FOOTINGS.
<br /> 20. INSTALL VEEDF.R-ROOT TLS-3501 INVENTORY 't;ONTROL. AND INTERSTITIAL LEAK SCALE NONE
<br /> REFER TO ARCHITECTURAL SITE PLAN SHEET 20 0 10 20 SENSING SYSTEM PER MANUFACTURERS INSTRI�CTIONS. SEE ELECTRICAL AND SITE
<br /> u: .. PLANS. I DRAWING
<br /> Al2) FOR OMITTED NOTES AND DETAILS SCALE = 1*=20•-n 21 . INSTALL ALL NEW PIPING PER MANUFACTURER'S SPECIFICATIONS. 94--1003
<br /> 9 22. ALL PIPING, COUPLINGS, SEALANTS, ETC., SHALL BE COMPATIBLE WITH EACH
<br /> v OTHER AND WITH PRODUCT 70 BE STORED. PROu. #
<br /> TLI
<br /> 5/18/98
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