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SHEET INDEX 4 (N Ln
<br /> Sheet No. Sheet Title m Lc)
<br /> Q CN
<br /> 1 SITE PLAN Q) n
<br /> E01030800 TURBINE SUMP DETAILS I
<br /> 3
<br /> E01031100 DISPENSER CONTAINMENT DETAILS a)C)o
<br /> E01031500 VEEDER ROOT SPECIFICATIONS
<br /> E01031900 CONCRETE SLAB DETAILS
<br /> CG)OH r-"
<br /> CD
<br /> SCOPE OF WORK
<br /> INSTALL NEW 36" FIBRELITE MANHOLE LIDS
<br /> >
<br /> INSTALL NEW FIBRELITE SUMP CORBEL 'TURBINE SUMPS as
<br /> 0
<br /> G H OG PATCH A.C. PAVING AND CONCRETE AS REQUIRED m
<br /> INSTALL NEW UNDER DISPENSER CONTAINMENT SUMPS
<br /> 0
<br /> PLANTER GENERAL NOTES M
<br /> u
<br /> 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT APPLICABLE EDITIONS OF THE UNIFORM BUILDING CODE, <
<br /> UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE, UNIFORM FIRE CODE, NATIONAL ELECTRIC CODE, CAL-OSHA (-)
<br /> t
<br /> CONSTRUCTION SAFETY ORDERS, AND ALL OTHER APPLICABLE STATE, CITY AND COUNTY ORDINANCES, 0
<br /> 2, CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL BURIED PIPES AND UTILITIES, WHETHER SHOWN E
<br /> OR NOT SHOWN ON THESE PLANS, PRIOR TO THE START OF CONSTRUCTION. NOTIFY UNDERGROUND SERVICE ALERT
<br /> 1-800-227-2600, AT LEAST TWO WORKING DAYS PRIOR TO 'THE START OF CONSTRUCTION,
<br /> n Q)
<br /> 3° CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR THE START OF CONSTRUCTION.
<br /> 4, SITE SPECIFIC ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL. DIMENSIONS,
<br /> 0
<br /> ELEVATIONS AND EQUIPMENT LOCATIONS,
<br /> 5, ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN 'THE FIELD BEFORE STARTING ANY WORK,
<br /> wANY DISCREPANCIES SHALL BE CALLED TO 'THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR HIS DECISION PRIOR
<br /> z PROCEEDING WITH THE WORK,
<br /> 6, CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED TESTS, INSPECTIONS AND SIGN-OFFS AS REQUIRED BY
<br /> j MANUFACTURER'S SPECIFICATIONS AND LOCAL REGULATIONS PRIOR "TO BEING PLACED INTO OPERATION. PROVIDE COPIES
<br /> OF TEST RESULTS TO OWNER AND REGULATORY AUTHORITIES,
<br /> 7. ALL TANK AND DISPENSER SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE -TEST) WITH STANDING WATER TO INSURE
<br /> THAT THE SUMPS ARE WATERTIGHT IN ACCORDANCE WITH OWNER'S AND REGULATORY AGENCY REQUIREMENTS,
<br /> 8. ALL TANK AND PIPING SYSTEMS, LEAK DETECTORS AND MONITORING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH
<br /> STATE, COUNTY, CITY AND OTHER LOCAL CODES AND REGULATIONS. CONTRACTOR SHALL. GIVE REGULATORY AUTHORITY
<br /> AND OWNER'S REPRESENTATIVE 48 HOURS ADVANCE NOTiCE OF AND TESTING OR INSPECTIONS.
<br /> 9, CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, BOTH PUBLIC AND PRIVATE, WHICH ARE TO REMAIN UNLESS
<br /> NOTED OTHERWISE. CONTRACTOR SHALL REPAIR OR REPLACE, TO THE OWNER'S SATISFACTION, ANY EXISTING FACILITIES
<br /> WHICH ARE DAMAGED AS RESULT OF CONTRACTOR'S OPERATIONS,
<br /> 10. ALL 'TRENCHES IN TRAFFIC AREAS, INCLUDING PEDESTRIAN TRAFFIC AREAS, SHALL BE COVERED WITH TRAFFIC RATED
<br /> PLATES WHEN WORK IS NOT IN PROGRESS.
<br /> 11. ALL WORK AREAS SHALL BE ADEQUATELY BARRICADED 'THROUGHOUT THE CONSTRUCTION PERIOD,
<br /> vas
<br /> 12, EDGES OF EXISTING PAVEMENT, CONCRETE SLABS, CONCRETE CURBS AND SIDEWALKS SHALL BE NEATLY TRIMMED
<br /> -<�G)OH PRIOR TO PATCHING, CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, SLABS, ETC IN NEAT STRAIGHT LINES, W
<br /> 0 =
<br /> I- V)
<br /> '13. CONTRACTOR SHALL REPLACE TANK RISERS AS REQUIRED, PER SHELL ENGINEERS DIRECTION, co
<br /> 14. WHEN BONDING A NEW SUMP COLLAR TO EXISTING SINGLE WAI L TANKS, A NITROGEN BLANKET SHALL 8E USED 0
<br /> PER TANK MANUFACTURERS SPECIFICATIONS. COST FOR NITROGEN BLANKET SPIALL BE INCLUDED IN THI-_ BASE BID,
<br /> m
<br /> 15. CONTRACTOR SHALL REPLACE MISCELLANEOUS BOXES EQUIVALENT TO EXISTING. MONITORING WELLS NEED WATERTIGHT BOXES, V) U:
<br /> (G
<br /> .KF-t� LEGEND
<br /> G H (XH). 16. CONTRACTOR SHALL. BE RESPONSIBLE FOR ADDITIONAL CAVE-IN AT TANK EXCAVATION, BEYOND WHAT IS INDICATED ON 'THE
<br /> SPECIFICATIONS,
<br /> B C D E EXISTING TO REMAIN
<br /> 17, CONTRACTOR SHALL PROVIDE (2) SIGNS TO INDICATE SERVICES THAT WILL REMAIN OPEN DURING CONSTRUCTION,
<br /> EXISTING TO BE REMOVED 11. C-STORE, CAR WASH, LUBE BAYS C14
<br /> 18. CONTRACTOR SHALL COMPLETE THE WEBSTER DATA BASE FORMS, SUBMIT THEM TO DEBBIE WATTS AT SERVICE STATION SYSTEMS
<br /> NEW CONSTRUCTION
<br /> 12 K 12 K 00
<br /> "1 1119, AND COPY THE FIELD ENGINEER FOR CONDITION OF FINAL PAYMENT.
<br /> rr
<br /> I IN, -
<br /> CD P L i.�S "P,'tPAV,l DIESr/ "$
<br /> If . EXTENT OF CONSTRUCTION
<br /> 19. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED 'TESTING FOR NEW EQUIPMENT INSTALLED, INCLUDING DISPENSERS, FOR NEW
<br /> s a7l s p DISPENSERS THE CONTRACTOR WILL PIAVE TO PERFORM TESTING AS LISTED ON THE AIR QUALITY PERMIT, TESTS ARE AS FOLLOWS
<br /> z (s 111� BUT NOT LIMITED TO ST27, ST30, VAPOR BLOCKAGE &, DISPENSER BASE WATER TIGHT TEST, ALL, TEST RESULTS MUST BE Cl
<br /> j!5 ii z
<br /> SUBMITTED TO DEBBIE WATTS AT SERVICE STATION SP STEMS (408) 938-7111
<br /> z 0 0 0 0
<br /> NOTES
<br /> 11 U14 RM SAWCUT EXISTING TANK SLAB TO EXPOSE TANK TOP AT TURBINE SUMP
<br /> z INSTALL, NEW FIBRELITE S14 CORBEL OR EQUAL TO EXISTING SUMP BARREL.
<br /> (TYP. OF 4) REFER TO SHEET #EO1030800 FOR INSTALLATION DETAILS
<br /> E
<br /> l ( I 1 (0
<br /> INSTALL S1-1OPL_L LID
<br /> ('TYP. OFNEW 4) REFERFIBRELITE TO SHEET #EO1030800 WATERTIGHT FORLOCKING INSTALLATION DETAILS
<br /> (8 (18)
<br /> 0 0 ff I 0 INSTALL NEW 36"0 FIBRELITE MANHOLE LID (TYP. OF 4)
<br /> OE REINFORCE CONCRETE SLAB AROUND MANHOLE W1 3-#4 REBAR 8'
<br /> IN LENGTH 9"O.C.. PLACE REBAR 6" FROM SIDES OF BOX. MIN, 2" COVER
<br /> 0 c) '1� PLANTER
<br /> ------ REPLACE EXISTING TANK SLAB, AS INDICATED ON TANK SLAB PLAN, WITH NEW 8" REINFORCED 2,500 P,S.I. CONCRETE,
<br /> CD REFER TO DRAWING E01031900 cy-
<br /> PLANTER SAWCUT EXISTING ISLAND DRIVE SLAB AS REQUIRED TO REMOVE EXISTING UNDER DISPENSER CONTAINMENT SUMPS, CUT AND SPLICE CD m
<br /> - _.- — - - __ - - — L - __ - - — - - - - — - - — 0- <
<br /> EXISTING/NEW TANK SLAB EXISTING DOUBLE WALL FIBERGLASS PRODUCT' PIPING AND VAPOR PIPING AS REQUIRED. ZD 0
<br /> 0 INSTALL NEW UNDER DISPENSER CONTAINMENT SUMPS WITH NEW NON-DISCRIMINATING SUMP SENSORS, (YR, OF 11) cr_
<br /> REFER TO SHEET E011031100 FOR INSTALLATION DETAILS C-)
<br /> SITE PLAN C--) U-) LAJ
<br /> SCALE., 1"= 10',--0"
<br /> SAN JOAQUIN COUNTY
<br /> C�d
<br /> ENVIRONMENTAL HEALTH DEPARTMW
<br /> 304 E WEBER AVE THIRD FLOOR
<br /> STOCKTON CSA 95202
<br /> (209)468-3420 CL W
<br /> Amoved < _D CD
<br /> V) _j
<br /> Approv(rc MO h;lrqes: See Remaft
<br /> >
<br /> 77" ui
<br /> 7" _j
<br /> LAJ r�"
<br /> _D
<br /> Cf)
<br /> x,W and des bet,
<br /> Ji�'PfOvc ,my omissbn or
<br /> DRAWN BY: JLR
<br /> REVIEWED BY:
<br /> DATE:
<br /> EQUIPMENT LIST JOB NO: 11842.01
<br /> NO EQUIPMENT DESCRIPTION MANUFACTURER MODEL QUANTITY ';L)PBPLIEDY NOTES
<br /> UNDERGROUND STORAGE TANK EXISTING OWENS CORNING SINGLEWALL EXISTING TANK BURY
<br /> DEPTH IS 5'-0"±
<br /> 36"0 MANHOLE LID FIBRELITE FL36 DIST,
<br /> 3) S14 FRP CORBEL FIBRELITE S14 DIST.
<br /> WATERTIGHT LOCKING LID FIBRELITE S 1-10 P LL
<br /> 05 DISPENSER CONTAINMENT SUMP FIBERLITE FACTORY ASSEMBLED ,SHELL
<br /> 07
<br /> .............. SHEET
<br /> 0 9
<br /> 100
<br /> 10,
<br /> @ .........
<br /> 13 OF SHEETS
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