|
EXISTING PROPANE
<br /> TANK TO REMAIN 0 5 .10 15
<br /> PL, 171. 7 '
<br /> GRAPHIC SCALE
<br /> UNDERGROUND PIPING GENERAL NOTES
<br /> SAN JQA�),QIN__.00UNTY ENVIRONMENTAL HEALTH DEPARTMENT
<br /> t SHELL SERVICE STATION SPECIFICATIONS ARE TO BE FOLLOWED
<br /> -TIONS: FOR ALL WORK PERFORMED AT THIS SITE
<br /> 0 0 1 INSP_E.0 2, ALL WORK, INCLUDING PLUMBING AND ELECTRICAL, SHALL BE
<br /> PERFORMED IN ACCORDANCE WITH LOCAL ADOPTED BUILDING
<br /> CODES AND SUPPLEMENTARY ORDINANCES, ALL AS DIRECTED BY'
<br /> ALL APPOINTMENTS FOR INSPECTIONS MUST BE MADE AT' LEAST 48 HOURS IN ADVANCE COMPANY REPRESENTATIVE.
<br /> FOR THE FOLLOWING: 3, CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS AT
<br /> A, PRIMARY AND SECONDARY TAINK(S) SHALL BE TESTED PNEUMATICALLY AT 3-5 P,SJ, THE SITE. NOTIFY COMPANY REPRESENTATIVE OF ANY DISCREPANCIES
<br /> FOR ONE HOUR; ONE—HALF HOUR FOR PRIMARY TANK AND ONE—HALF HOUR FOR BETWEEN SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS,
<br /> SECONDARY TANK, DOUBLE WALLED TANKS ARE EXEMPT IF ANNULAR SPACE IS PRIOR TO COMMENCING WORK,
<br /> MONITORED USING EITHER PRESSURE OR VACUUM TESTING. (ALL EXTERNAL CONNECTIONS 4. ALL BACKFILL OF UTILITY 'TRENCHES TO BE CLEAN WASHED SAND,
<br /> SHALL BE SOAP TESTED WHILE UNDER PRESSURE). 5� PIPING: A.O. SMITH RED THREAD 11 DOUBLE—WALL (PRODUCT).
<br /> B. PRESSURE PIPING SHALL BE HYDROSTATICALLY 'TESTED 'TO 150% OR PNEUMATICALLY TESTED SINGLE—WALL (VENT/VAPOR).
<br /> TO 110% OF MAXIMUM ANTICIPATED SYSTEM PRESSURE BUT DOES NOT LESS THAN 5 LBS,
<br /> PER SQUARE INCH AT THE HIGHEST POINT OF' THE SYSTEM FOR A MINIMUM OF CO MINUTES. 6° CONTRACTOR SHALL PROVIDE A COMPLETE FUNCTIONING FUEL.
<br /> DISPENSING SYSTEM MEETING THE LETTER AND INTENT OF THESE
<br /> GENERAL CONTRACTOR TO PATCH & PAVE C, ALL LINES OTHER THAN PRESSURE PIPING SHALL BE PRESSURE 'TESTED AT NOT LESS THAN PLANS AND SPECIFICATIONS.
<br /> 1000 SQ, FEET OF EXISTING A/C PAVING. 3 P.S.I. AND NOT MORE THAN 5 P,S,I. FOR A MINIMUM OF 20 MINUTES AND SOAP TESTED
<br /> CONTRACTOR TO "I.-URRY SEAL EN71Rf._' L(:>?, WHILE UNDER PRESSURE. 7. TANKS: 2-15,000 GALLON XERXES UNDERGROUND DOUBLE—
<br /> WALL FIBERGLASS TANKS WITH kP.I,/RONAN RESERVOIR/SENSOR
<br /> D. CONTAINMENT SUMPS SHALL PASS A 24 HOUR LEAK TIES]". ALARM SYSTEM MODEL #X76LVC, (TANKS 10' DIAMETER)
<br /> E, OVERFILL PROJECTION SHALL IBE CAPABLE OF' DRAINING LIQUID BACK INTO FUEL 'TANKS, 8, INSTALL 8" REINFORCED CONCRETE SLAB OVER 'TANKS. SET MANHOLE
<br /> (2) NEW 15,000 GALLON UNDERGROUND
<br /> DOUBLE--WA77=_ (77 7=7777— F, MONITORING SYSTEM SHALL PASS A FUNCTIONAL TEST. THE FUNCTIONAL TEST SHALL CONSIST COVERS 1 1/2" ABOVE SLAB, GRADE TO DRAIN,
<br /> TANKS ('10' DIAMETER) wl 8" RE OF TI-1E ACTIVATION OF THE ALARM VIA THE MONITORING PROBES/SENSORS. 9, ALL FITTINGS AND OPENINGS SHALL BE SECONDARILY CONTAINED
<br /> INFORCED CONCRETE SLAB OVER PER TANK MANUFACTURERS SPECIFICATIONS,
<br /> REQUIREMENTS ARE SATISFIED AND A HARD COPY OF THE PRECISION TEST IS SUBMITTED 10, ALL FILL BOXES TO BE 25 GALLONS MINIMUM & WATERTIGHT,
<br /> G, FINAL INSPECTION AND APPROVAL TO OPERATE WILL BE GRANTED AFTER THE ABOVE
<br /> EXISTING WASTE OIL 1" ABOVE SURFACE. (TYPICAL FOR PHASE 1 VAPOR RECOVERY)
<br /> EXISTING 2--BAY SERVICE STATION TO INSPECTOR AT SITE,
<br /> BUILDING TO BE PAINTED "SILVERADO" TANK wl CONCRETE r0
<br /> COLORS BY SI-IIELL'S PAINTER SLAB TO REMAIN > VAPOR RECOVERY THE CONTRACTOR'S APPROVED PRINTSET OF THE LIST INSTALLATION SHALL BE KEPT AT THE JOB SITE AND 11, ALL MANHOI-E COVERS TO BE WATERTIGHT,
<br /> fit/
<br /> MANIFOLD MUST BE SHOWN TO THE INSPECTOR UPON REQUEST. IN ADDITION, THE LOCAL FIRE DEPARTMENT SHALL 12, INSTALL 2-3/4 H.P� SUB—PUMPS WITH A.P.1, DETECTORS,
<br /> APPROVE LIST INSTALLATION PRIOR TO COMMENCEMENT OF WORK.
<br /> 13. INSTALL 2--2" DOUBLEWALL FIBERGLASS UNDERGROUND PRODUCT
<br /> IF YOU NEED FURTHER ASSISTANCE, OR WISH TO SCHEDULE AN APPOINTMENT TO DISCUSS THE PLAN REVIEW LINES WITH PRESSURE MONITOR (FOR QUICK SHUT—DOWN). SEE
<br /> OR FIELD INSPECTION, PLEASE CONTACT OUR UNDERGROUND STORAGE TANK STAFF AT (209) 463-3427. EQUIPMENT LIST & SPECIFICATIONS FOR COMPLETE EQUIPMENT
<br /> LISTING. ATTACH LIQUID PROBE LEAK MONITOR, WITH PIPING SUMP
<br /> TO TANKS.
<br /> 14. INSTALL 1-3" UNDERGROUND SINGLE—WALL FIBERGLASS VAPOR
<br /> RECOVERY LINE. MANIFOLD FROM MULTI—PRODUCT DISPENSERS
<br /> TO REGULAR UNLEADED TANK,
<br /> 2--NEW 2" SINGLE—WALL GALVANIZED VENT 15. INSTALL 22" UNDERGROUND SINGLEWALL FIBERGLASS VENT
<br /> RISERS (CONNECT TO NEW RESP, VENT LINES, LINES (ONE FROM EACH TANK TO NEW RISERS.)
<br /> 4 REGULAR SECURE TO NEW VENT STAND & EXTEND 12'0 SLOPE 1/4" PER FOOT MINIMUM BACK TO TANKS,
<br /> UNLEADED
<br /> 0 MIN. ABOVE FINISHED YARD GRADE, CONSTRUCT
<br /> 0 REDWOOD VENT ENCLOSURE PER DETAILS). 16. SLOPE ALL NEW PRODUCT/VAPOR RECOVERY PIPING 1/4"
<br /> PER FOOT MINIMUM BACK TO TANKS.
<br /> FRI-VIU.0
<br /> F, UNLI.-ADED V — 17. EXCAVATION FOR TANKS SHALL BE PER OSHA REQUIRMENTS,
<br /> 0 X., 0 V — 18. PROVIDE DEADMEN & STRAPS PER DRAWING # TP-8
<br /> 0 19, PROVIDE TANK SHORING, kN
<br /> NEW 30 VAPOR RE _TfL ��A M f�T ANK�,A
<br /> NEW 2"0 VAPOR RECOVERY COOVERY --t--:----Z --IQ
<br /> PIPING (SLOPE 1/4" PER FOOT PIPING (SLOPE 1/4" PER FOOT ID I 1 (2) NEW VENT RISERS, 20� GENERAL CONTRACTOR SHALL. FURNISH & IN DEADMAN
<br /> MIN. UPWARD FROM TANK) MIN. UPWARD FROM TANK) STAND & VENT RISER
<br /> I I ENCLOSURE (SEE HOLD DOWNS FOR ALL TANKS IN ACCORDANCE NTH DETAILS
<br /> (2) 2"0 SINGLE—WALL DRWG, SD 1) ON TANK DRAWINGS, IT IS CRITICAL. THAT YOU MEET THE CROSS
<br /> FIBERG-ASS VENT LINES (CONNECT SECTIONAL DESIGN & REINFORCEMENT REQUIREMENTS. IF YOU
<br /> _j: I ELECT TO USE PRE—FABRICATED CONCRETE DEADMAN HOLD DOWN
<br /> TO NEtV U.G, TANKS & EXTEND
<br /> TO NEW VENT RISERS (SLOPE
<br /> UNITS, SHELL REQUIRES ENGINEERING CALCULATIONS TO CONFIRM
<br /> NEW "GILBARCO" MULTI—PRODUCT 1/4" )"ER FOOT MIN. UPWARD 'THAT SYSTEM IS EQUAL TO SHELL'S DESIGN,
<br /> GASOLINE DISPENSER W/ SINGLE FROM TANK)
<br /> HOSE EACH SIDE, 13LENDING, UNIT, CA- 21, ALL, 'TESTING REQUIREMENTS (TANKS, LINES, BLOCKAGE TEST,
<br /> VAPOR VAC k CARD READERS R— PRESSURE DECAL, CALIBRATION, E-CC,) SHALL BE THE RESPONSIBILITY
<br /> 0
<br /> (TYPICAL OF 4) OF 'THE GENERAL CONTRACTOR & INCLUDED IN BASE BID, NO
<br /> r P EXCEPTIONS,
<br /> 22. JTH—LINE PRESSURE MONITOR JREV
<br /> R P
<br /> 2? NEW 2"0 PRODUCT PIPING
<br /> wl SECONDARY CONTAINMENT
<br /> za PIPING (SLOPE 1/4" PER FOOT EXISTING FREEWAY I.D.
<br /> MIN, UPWARD FROM TANK) SIGN TO REMAIN
<br /> NEW 5' x 30' CONCRETE DOUBLE _._...M_..._.._.
<br /> z z I
<br /> Ld "DOGBONE" PUMP ISLAND (TYP. OF 2)
<br /> NEW Y x 2" REDUCER 2" FIBERGLASS
<br /> FITTING (TYPICAL) SEE VAPOR PIPING
<br /> A41 DETAIL THIS PAGE 3" FIBERGLASS TEE FROM DISPENSERS
<br /> Ld
<br /> z r') 3 x 2
<br /> �IBERGLASS
<br /> 0 z R GENERAL CONTRACTOR TO PATCH & PAVE BUSHINGS
<br /> VR 1000 SO, FEET OF EXISTING A/C PAVING.
<br /> P, CONTRACTOR TO SLURRY SEAL ENTIRE LOT.
<br /> R P R + P
<br /> LLJ 3" FIBERGLASS
<br /> NEW 6" RE--INFORCED VAPOR
<br /> PIPING TO
<br /> CONCRETE DRIVE SLAB TANKS
<br /> 2"/3" VAPOR PIPING
<br /> P L 143,85' CONNECTION DETAIL
<br /> -----------
<br /> ..........
<br /> NO SCALE
<br /> REVISIONS
<br /> NO. DATE BY COMMENTS
<br /> ................... ....... .................. =7-_J__�_
<br /> ............. ............... —---------- ................ ----- L—2-4- _E EVITFfUL f(T MATCH SITE
<br /> ..............
<br /> .............................. ........... ......................... ................................................._....._ __.__._..__._ «_....__._.._.......
<br /> APPROVALS
<br /> SHELL OIL COMPANY
<br /> HOUSTON TEXAS
<br /> VICTOR ROAD AREA ENGINEERING MANAGER DATE
<br /> DISTRICT MANAGER DATE
<br /> ................ ......... Pi"in Pig
<br /> q_
<br /> DISTRIBUITION MANAGER DATE
<br /> NOTE! ALL EXISTING ITEMS ARE TO REMAIN 880 VICTOR ROAD
<br /> 5'._-()"'f ....._..........a.. 20'--0" CA— DISP, 5'--0 CONSTRIJJCTION/DISTRiCT ENGINEER DATE
<br /> UNLESS NOTED OTHERWISE. LODI, CALIFORNIA CA.
<br /> PLANS PREPARED BY:
<br /> 2'--6" NEW 30'—()" (',ON(,R[.-*,IE ISI AND 2 —6"
<br /> -A & S ENGINEERING SCALE: 10'—0" DRAWING # TP--'1 X
<br /> 35--0" NEW CONCRETE DRIVE SLAB PLANNING ENGINEERING CONSTRUCTION MANAGEMENT — DATE: 5/12/94
<br /> WIC # 204-4416---0806
<br /> 49 QUAIL COURT, SUITE 303 DWN, BY: LM
<br /> WALNUT CREEK, CALIFORNIA 94596
<br /> INERRiiiii Wisil ;'1 1.
<br /> PHONE: 510--933-0578 FAX: 510-933--0588 CHKD, BY:
<br /> 1.............
<br /> OC SHELL OIL COMPANY, ALL RIGHTS RESERVED 1994.
<br /> ..........
<br />
|