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SHEETINDEX 4 0,4 Lf)
<br /> Sheet No, Sheet "Title (N
<br /> 1 TANK SLAB PLAN
<br /> E01030600 FILL SUMP DETAILS
<br /> E01030600-A FILL/VAPOR RISER CALCULATIONS ()0
<br /> E01030600-B FILL VAPOR RISER STATIC ELECTRICITY PROTECTION
<br /> =77�_ E01031400 ELECTRONIC MONITORING DETAILS
<br /> E01031900 CONCRETE SLAB DETAILS
<br /> CD
<br /> SCOPE OF WORK
<br /> INSTALL NEW SPILL CONTAINMENT„ ON'FILL AND',VAPOR RISERS
<br /> 7J
<br /> INSTALL NEW FILL DROP TUBES (NO OVERFILL VALVE) 0
<br /> INSTALL NEW BALL FLOAT VALVES m
<br /> INSTALL NEW 36" FIBRELITE MANHOLE LIDS
<br /> INSTALL NEW,FIBRELITE;SUMPS AT TANKS FILLS, Ln
<br /> 0Ln
<br /> INSTALLNEW SUMP SENSOR AT FILL SUMP' C�)
<br /> PATCH A.C. PAVING AND CONCRETE AS REQUIRED
<br /> [0 fffl Hff-:D H I= H C-)
<br /> GENERAL NOTES t
<br /> 0
<br /> :z E
<br /> 1� ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT APPLICABLE EDITIONS OF THE UNIFORM BUILDING CODE, 7-1
<br /> UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE, UNIFORM FIRE CODE, NATIONAL ELECTRIC CODE, CAL-OSHA co
<br /> CONSTRUCTION SAFETY ORDERS, AND ALL OTHER APPLICABLE STATE, CITY AND COUNTY ORDINANCES.
<br /> 7 -7 2. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL BURIED PIPES AND UTILITIES, WHETHER SHWON
<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 CONSTRCUTION,
<br /> 0] 3, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR THE START OF' CONSTRUCTION.
<br /> 4. SITE SPECIFIC ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFEERENCING ALL DIMENSIONS,
<br /> ELEVATIONS AND EQUIPMENT LOCATIONS.
<br /> 5� ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERFIFIED IN THE FIELD BEFORE STARTING ANY WORK,
<br /> ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR HIS DECISION PRIOR
<br /> PROCEEDING WITH 'THE WORK.
<br /> 6. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED TESTS, INSPECTIONS AND SIGN-OFFS AS REQUIRED BY
<br /> MANUFACTURER'S SPECIFICATIONS AND LOCAL REGULATIONS PRIOR TO BEING PLACED INTO OPERATION. PROVIDE COPIES
<br /> OF 'TEST RESULTS TO OWNER AND REGULATORY AUTHORITIES,
<br /> Oj 7, ALL TANK AND DISPENSER SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WI'T'H 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 Cy
<br /> rSTATE, COUNTY, CITY AND OTHER LOCAL CODES AND REGULATIONS, CONTRACTOR SHALL GIVE REGULATORY AUTHORITY <
<br /> N 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 0
<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 /> V)
<br /> ui
<br /> REFER 'TO TANK SLAB PLAN BELOW
<br /> 10, ALL TRENCHES IN TRAFFIC AREAS, INCLUDING PEDESTRIAN TRAFFIC AREAS, SHALL BE COVERED WITH TRAFFIC RATED Ld
<br /> PLATES WHEN WORK IS NOT IN PROGRESS.
<br /> THROUGHOUT THE CONSTUCTION PERIOD.
<br /> rte- cia
<br /> (D (3) Q 11. ALL WORK AREAS SHALL BE ADEQUATELY BARRODED
<br /> W
<br /> 0
<br /> 12. EDGES OF EXISTING PAVEMENT, CONCRETE SLABS, CONCRETE CURBS AND SIDEWALKS SHALL BE NEATLY -TRIMMED
<br /> PRIOR TO PATCHING. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, SLABS, ETC IN NEAT STRAIGHT LINES.
<br /> 13. CONTRACTOR SHALL REPLACE 'TANK RISERS AS REQUIRED, PER SHELL ENGINEERS DIRECTION.
<br /> 14. WHEN BONDING A NEW SUMP COLLAR TO EXISTING SINGLE WALL TANKS, A NITROGEN BLANKET SHALL BE USED a.
<br /> PER TANK MANUFACTURERS SPECIFICATIONS.
<br /> SITEPLAN 15, CONTRACTOR SHALL REPLACE MISCELLANEOUS BOXES EQUIVALENT TO EXISTING, MONITORING WELLS NEED WATERTIGHT BOXES.
<br /> cv
<br /> SCALE: 1"=20'-O" 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDMONAL CAVE-IN AT TANK EXCAVATION, BEYOND WHAT IS INDICATED ON THE C) Ld
<br /> 1_�
<br /> SPECIFICATIONS. co
<br /> C14
<br /> Ck
<br /> ..........
<br /> NOTES
<br /> N
<br /> �N
<br /> OAO SAWCUT EXISTING TANK SLAB TO EXPOSE TANK TOP AT FILL/VAPOR RISERS
<br /> OBINSTALL NEW NON-DISCRIMINATING SUMP SENS6Z, (TYP, OF 3) REFER TO Lai
<br /> SHEET #EO1031400 FOR INSTALLATION DETAILS (SIM,) m
<br /> Ld
<br /> INSTALL NEW 4"0 BLACK IRON FILL RISER AND NEW 4"0 BLACK IRON OFFSET VAPOR RISER,
<br /> (TYP.) REFER TO SHEET #EO1030600 FOR INSTALLATION DETAILS
<br /> 0 INSTALL NEW 2" BALL FLOAT VALVE ON VAPOR 'RISER 0TANK CAPACITY,
<br /> D
<br /> REFER TO EQUIPMENT LIST ON THIS SHEET FOR MAKE AND MODEL NUMBER (TYP.)
<br /> INSTALL NEW FILL DROP TUBE WITH NO OVERFILL PROTECTION VALVE, REFER TO
<br /> EQUIPMENT LIST ON THIS SHEET FOR MAKE AND MODEL NUMBER (TYP.)
<br /> INSTALL NEW SPILL CONTAINMENT ON FILL AND VAPOR RISERS, REFER TO EQUIPMENT
<br /> LIST ON THIS SHEET FOR MAKE AND MODEL NQMBERS (TYP.)
<br /> IIINSTALL NEW FIBRELITE EMS90 48"0 SUMP BONDED ONTO NEW 42"0 TANK COLLAR,
<br /> CG) (TYP. OF 4) REFER TO SHEET #EO1030600 FOR INSTALLATION DETAILS, ALTERNATE
<br /> WESTERN FIBERGLASS RETROFIT SUMP, TOP HAT & STRUCTURAL PLATFORM
<br /> REINFORCE CONCRETE SLAB AROUND MANHOLE W1 3-#4 REBAR 8' 0
<br /> B C D E B C E IN LENGTH 9"O,C.. PLACE REBAR 6" FROM SIDS OF BOX, MIN. 2"
<br /> COVER.
<br /> F G H m F G H M
<br /> REPLACE EXISTING TANK SLAB, AS INDICATED ON TANK SLAB PLAN, WITH NEW 8" REINFORCED CONCRETE.
<br /> REFER 'TO DRAWING E01031900
<br /> INSTALL PRESSURE/VACUUM VENT VALVE ON TANK VENT RISERS (TYP, OF 4), INSTALL E:
<br /> PERMANENT YELLOW OR GOLD LABEL WITH BLACK LETTERING STATING THE V)
<br /> XPOSITIVE AND NEGATIVE PRESSURE SETTINGS SPECIFIED BELOW: a�XDJ LEGEND :7 C�d 000
<br /> POSITIVE PRESSURE SETTING: 3.0 0.5 INCHES H2O 0—
<br /> PLUS REGULA REMIUM DIESEL EXISTING TO REMAIN NEGATIVE PRESSURE SETTING: 8.0 2.0 INCHES H2O _j Or)
<br /> ----------- EXISTING TO BE REMOVED CK) INSTALL NEW 36"0 FIBRELITE MANHOLE LID (TYP, OF 4) LIJ U
<br /> NEW CONSTRUCTION
<br /> 0
<br /> INSTALL NEW 3/4"0 CONDUIT FROM THE NEAREST MONITORING J-BOX, TO NEW SUMP AT FILLS, (TYP. OF 4), _j ui LAJ
<br /> EXTENT OF CONSTRUCTION ell% _J LO
<br /> INSTALL STATIC GROUNDING ON ALL TANK RISERS, REFER TO DRAWING E01030600--8
<br /> 0 CO CD V) C-4
<br /> 00 Ic) ON INSTALL NEW 2" BALL FLOAT VALVE ON VAPOR RETURN/VENT LINE 0 90% OF TANK CAPACITY.0 REFER TO EQUIPMENT LIST ON THIS SHEET FOR MAKE AND MODEL NUMBER (TYP.) ......
<br /> DRAWN BY: JLR
<br /> REVIEWED BY:
<br /> DArE:
<br /> EQUIPMENT LIST JOB NO: 11842.01
<br /> NO EQUIPMENT DESCRIPTION MANUFACTURER MODEL, ALTERNATE EQUIPMENT QUANTITY SUPPLIED BY NOTES
<br /> ----------- ..............__................
<br /> CD UNDERGROUND STORAGE TANK EXISTING DOUBLEWALL EXISTING TANK BURY
<br /> DEPTH IS 5'-O"±
<br /> ROTATABLE ADAPTER (FILL) PHIL--TITE SWF-100-B DPW 61SALP-EVR DIST,
<br /> 03 4" DUST CAP (FILL) MORRISON 305C OPW 634TT-F-VR DIST.
<br /> SPILL CONTAINMENT BUCKET (FILL) PHIL-TITE 8500-MS-GS (5 GAL-) OPW/POMECO 1-2100 SERIES DIST.
<br /> ---------------
<br /> PRESSURE/VACUUM VENT VALVE HUSKY 4885 (2- THREADED) DIST.
<br /> 4" DROP TUBE OPW 61-T OPW 61SOEVR (W/ DPD) DIST.
<br /> ..............
<br /> (D ROTATABLE ADAPTER (VAPOR) PHIL-TITE SWV_101_B OPW 61VSA-EVR DIST'.
<br /> 4" DUST CAP (VAPOR) MORRISON 3230 OPW 171 1T-EVR DIST, SHEET
<br /> 42'-O"± ...... --------------- ......
<br /> EXISTING/NEW TANK SLAB SPILL CONTAINMENT BUCKET (VAPOR) PHIL--TITE 85001-NV--GS OPW/POMECO 1-2100 SERIES DIST.
<br /> .................-
<br /> ------ 10036"0 MANHOLE LID FIBRELITE 171-313 DIST.
<br /> ...........
<br /> TANKSLAB PLAN (9 2" BALL FLOAT VENT VALVE UNIVERSAL 37 OPW 61SO-EVR (W/ OPD) DIST. OPTION: OPW 53VML
<br /> SCALE: 1/4"= V-O" @ 4" EXTRACTOR FITTING UNIVERSAL V 421 SERIES DIST, VAPOR RISER
<br /> 13 48"0 SUMP W1 42"0 'TANK COLLAR FIBRELITE EMS90 DIST. OPTION: WESTERN OF SHEETS
<br /> FIBERGLASS
<br />
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