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<br />PARTIAL SITE PLAN
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<br />Al OVERALL SITE PLAN
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<br />A/C PAVING-
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<br />3.5
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<br />O / 3.7
<br />2.
<br />2.
<br />A5 PARTIAL SITE PLAN
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<br />KEY NOTES
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<br />16 17
<br />T' GENERAL NOTES
<br />18
<br />DIVISION
<br />2 DEMOI,alOsl
<br />1.
<br />PIPING RUNS ARE SHOWN SCHEMATICALLY. BEST ROUTE SHALL BE
<br />M
<br />2.1
<br />SAWCUT, REMOVE AND DISPOSE OF ENTIRE CONCRETE TANK SLAB. EXCAVATE
<br />DETERMINED IN FIELD BY CONTRACTOR. INSTALL ALL PIPING PER
<br />MANUFACTURER'S INSTALLATION GUIDELINES, FEDERAL, STATE AND LOCAL
<br />TO TOP OF (E) TANKS.
<br />CODES. PLACE NEW PIPING IN EXISTING TRENCHES WHERE POSSIBLE.
<br />2.2
<br />SAWCUT, REMOVE AND DISPOSE OF ENTIRE CONCRETE DRIVE SLAB.
<br />2.
<br />CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT EXISTING
<br />2.3
<br />REMOVE EXISTING GASOLINE DISPENSER AND ALL ASSOCIATED EQUIPMENT.
<br />�
<br />UNDERGROUND STORAGE TANKS FROM DAMAGE OR FLOATING DURING
<br />DISPOSE OF PER OWNER REQUIREMENT AND LOCAL REGULATIONS. (TYP. OF 9)
<br />CONSTRUCTION.
<br />2.4
<br />REMOVE ALL EQUIPMENT, RISERS AND SUMPS FROM EXISTING UNDERGROUND
<br />3.
<br />CONTRACTOR SHALL FIELD MEASURE ALL PIPING RUNS AND EXISTING TANK
<br />BURY DEPTHS. CONTRACTOR SHALL CALCULATE AND CONFIRM THAT NEW
<br />TANKS. SALVAGE SUBMERSIBLE PUMPS FOR REINSTALLATION. KEEP
<br />J�
<br />PIPING RUNS SHALL NOT FALL BELOW EXISTING TANKS TOPS.
<br />LOCATION
<br />CONTAINMENT COLLARS INTACT IF PRESENT. (TYP. ALL TANKS)
<br />4,
<br />CONTRACTOR SHALL CONFIRM AND SCHEDULE ALL INSPECTIONS REQUIRED BY
<br />2.5
<br />EXCAVATE AND REMOVE ALL PRODUCT, VENT AND VAPOR RETURN PIPING.
<br />LOCAL BUILDING DEPARTMENT, FIRE PREVENTION, ENVIRONMENTAL HEALTH,
<br />LOCATION OF EXISTING LINES SHALL BE DETERMINED IN FIELD BY CONTRACTOR.
<br />HAMMER LANE
<br />AIR QUALITY DISTRICT AND ANY OTHER PERMITTING JURISDICTIONS.
<br />2.6
<br />REMOVE EXISTING YARD LIGHT. (TYP. OF 2)
<br />5.
<br />ALL APPLICABLE EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL HAVE
<br />L
<br />2.7
<br />REMOVE PORTION OF EXISTING WOOD SHADE TRELLIS.
<br />THIRD PARTY APPROVAL FROM AN INDEPENDENT TESTING ORGANIZATION.
<br />2.8
<br />SAWCUT AS NECESSARY AND REMOVE PORTIONS OF CONCRETE SLAB.
<br />6.
<br />ALL NEW PIPING AND EQUIPMENT SHALL BE COMPATIBLE WITH THE MATERIAL
<br />2.9
<br />REMOVE AND SET ASIDE YARD PAVERS DISTURBED BY NEW WORK (TYP.)
<br />AUTO CENTER DRIVE
<br />INTENDED TO BE STORED.
<br />2.10
<br />REMOVE CONCRETE DISPENSER ISLAND. (TYP. OF 4)
<br />7.
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<br />f.
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<br />2.11
<br />SAWCUT AND REMOVE PORTIONS OF CONCRETE ISLAND AS NECESSARY FOR
<br />8.
<br />ALL ELECTRICAL CONDUIT AND CONDUCTORS SHALL REMAIN IN PLACE AND
<br />WORK. PROTECT EXISTING YARD LIGHT.
<br />PROTECTED FOR REUSE, WHEN APPLICABLE
<br />FtHL REVIEW
<br />2.12
<br />REMOVE EXISTING KIOSK, FOUNDATIONS AND ELECTRICAL CONDUIT
<br />9,
<br />RHL DESIGN GROUP INC. SHALL NOT BE RESPONSIBLE OR HAVE CONTROL
<br />DRIVE
<br />CEN R
<br />AND CONDUCTORS.
<br />OR CHARGE OVER THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS,
<br />DR. BY:
<br />TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS do
<br />AUTO
<br />MOM 3 OONCRETE/PAVINQ
<br />PROGRAMS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS
<br />PLANNING
<br />PERFORMING THE WORK ON THE PROJECT.
<br />3.1
<br />BACKFILL AS NECESSARY, FORM AND POUR NEW 8" THICK CONCRETE TANK
<br />O.C. EACH WAY. CROWN NEW SLAB AT TANK
<br />10.
<br />CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN FIELD IS DONE IN
<br />K
<br />SLAB WITH #3 REBAR AT 12"
<br />ALL OTHER EXISTING GRADES.
<br />ACCORDANCE WITH ALL CURRENT APPLICABLE NATIONAL, STATE do LOCAL CODES,
<br />APPR.:
<br />MANHOLES 1". MATCH
<br />ORDINANCES AND REQUIREMENTS BY GOVERNING AGENCIES, WHETHER OR NOT
<br />3.2
<br />BACKFILL FORM AND POUR NEW 6" THICK CONCRETE DRIVE SLAB WITH
<br />SAID CODES, ORDINANCES, REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON
<br />#3 REBAR AT 18" O.C. EACH WAY. MATCH EXISTING GRADES
<br />PERMIT REVS
<br />DRAWINGS.
<br />3.3
<br />BACKFILLFOM AND POUR PORTIONS OF CONCRETE LAB REMOVEDFORWORK.
<br />11.
<br />CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN
<br />MATCHON
<br />THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE,
<br />SHEET
<br />CONSTRUCTION
<br />SLAB AS NECESSARY
<br />AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEMS AND FACILITIES TO REMAIN
<br />3.4
<br />BACKFILL AS NECESSARY AND REPLACE YARD PAVERS REMOVED BY WORK
<br />Do not use drawing
<br />THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS, TO THE SATISFACTION OF
<br />PERFORMED.
<br />THE OWNER'S ENGINEERS.
<br />3.5
<br />REPLACE PORTIONS OF AC PAVING REMOVED OR DAMAGED BY WORK PERFORMED
<br />12
<br />PRIOR TO EXCAVATION, GENERAL CONTRACTOR SHALL DETERMINE AND VERIFY
<br />MATCH EXISTING AG -BASE, PAVING THICKNESS AND GRADES. PROVIDE
<br />LOCATION OF UTILITY SERVICES IN ALL AREAS TO BE EXCAVATED.
<br />3.6
<br />SMOOTH TRANSITIONS.
<br />RE -STRIPE ALL YARD MARKINGS WERE AFFECTED BY WORK.
<br />13.
<br />CONTRACTOR SHALL COMPLY WITH ALL PERTINENT LAWS, CODES, REGULATIONS,
<br />UBC, GOVERNING AGENCIES do MANUFACTURER SPECIFICATIONS, UNLESS GREATER
<br />15
<br />3.7
<br />BACKFILL, FORM AND POUR PORTIONS OF CONCRETE ISLAND REMOVED BY WORK.
<br />18
<br />REQUIREMENTS ARE INDICATED, AND/OR ARE NECESSARY FOR THE SAFETY OF
<br />.1
<br />DOWEL NEW CONCRETE INTO EXISTING AS NECESSARY.
<br />THE PROJECT.
<br />3.8
<br />INSTALL NEW ACCESSIBLE CONCRETE RAMP AND LANDING PAD, SEE DETAIL,
<br />14.
<br />THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
<br />SHEET SD3
<br />JURISDICTIONS AS REQUIRED FOR INSPECTIONS AND SHALL PAY INSPECTION
<br />DNIMN
<br />5 METALS
<br />FEES ASSOCIATED WITH THE WORK.
<br />15.
<br />THE GENERAL CONTRACTOR SHALL PROVIDE BARRICADES AND SAFETY SIGNS
<br />5.1
<br />NEW 6" CONCRETE FILLED PIPE BOLLARD (TYP. OF 12).
<br />PER OSHA REQUIREMENTS, AND PROVIDE TESTING OF ALL NEW AND MODIFIED
<br />FUEL HANDLING AND ELECTRICAL SYSTEMS.
<br />DMSION
<br />13 SPECIAL CONST1 K (PEINLELIM)
<br />16.
<br />UNLESS STATED OTHERWISE ALL OTHER PROCEDURES, TESTING, MATERIALS AND
<br />-MN
<br />EQUIPMENT SHOWN ON THE PLANS SHALL BE INSTALLED BY THE GENERAL
<br />13.1
<br />EXISTING DOUBLE WALL UNDERGROUND FUEL STORAGE TANK.
<br />CONTRACTOR.
<br />1- 12,000 GALLON TANK SPLIT 6,000 / 6,000
<br />17.
<br />DRAWINGS SHOULD NOT BE SCALED. (N.T.S. INDICATES -NOT TO SCALE").
<br />1- 12,000 GALLON TANK SINGLE, COMPARTMENT
<br />THE LISTED DIMENSION SHALL GOVERN, UNLESS OTHERWISE NOTED.
<br />H
<br />13.2
<br />INSTALL NEW 3+1 MUTLI-PRODUCT BLENDING DISPENSER WITH DIESEL PACKAGE.
<br />18
<br />CONCRETE QUALITY AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH UBC
<br />INSTALL HANGING HARDWARE, DISPENSER CONTAINMENT WITH LIQUID
<br />CH. 26.
<br />SENSOR, AND ALL OTHER NECESSARY EQUIPMENT (TYP. OF 3).
<br />13.3
<br />INSTALL NEW 42'0 CONTAINMENT SUMP TO COLLAR. FIELD CUT SUMP AS
<br />19.
<br />CONCRETE SHALL HAVE AN ULTIMATE MINIMUM COMPRESSIVE STRENGTH OF 2,500
<br />NECESSARY FOR FIELD CONDITIONS. (TYP 6 LOCATIONS)
<br />PSI AFTER 28 DAYS WITH SIX (§) SACKS OF CEMENT PER YARD OF CONCRETE.
<br />13.4
<br />INSTALL NEW 36"0 STEEL MANHOLE AND SKIRT AT STP CONTAINMENT. (TYP.
<br />20.
<br />MATERIALS:
<br />ALL PRODUCT TANKS)
<br />A. CEMENT SHALL BE ASTM C150 PORTLAND CEMENT, TYPE II
<br />13.5
<br />INSTALL NEW 36"0 MULTI -PORT FILL/PHASE 1 MANHOLE WITH VAPOR RETURN
<br />(OR TYPE V IF SULFATES ARE PRESENT IN SOIL)
<br />AND FILL SPILL BUCKETS, EXTRACTORS, FILL DROP TUBES, RISERS, AND ALL
<br />NECESSARY EQUIPMENT REQUIRED BY C.A.R.B. EVR REGULATIONS. (TYP
<br />B AGGREGATES SHALL COMPLY WITH ASTM C33 WITH A
<br />OTHER
<br />BOTH GASOLINE TANKS)
<br />MAXIMUM SIZE OF ONE INCH (1-)
<br />13.6
<br />INSTALL NEW 36"0 MULTI -PORT FILL MANHOLE WITH FILL SPILL BUCKET,
<br />C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS
<br />AMOUNTS OF OIL OR OTHER DELETERIOUS MATTER
<br />VENT EXTRACTOR, FILL DROP TUBE, RISERS, AND ALL OTHER NECESSARY
<br />Q
<br />EQUIPMENT.
<br />21.
<br />ALL CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ASTM C94 AND BE NATURAL
<br />13.7
<br />INSTALL NEW VENT RISER ASSEMBLY WITH NEW P/V VALVES.
<br />COLORED.
<br />ATTACH TO BUILDING.
<br />22,
<br />ALL REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM A615 GRADE 60.
<br />13.8
<br />INSTALL NEW 2" 0 FIBERGLASS PRODUCT PIPING WITH 3" 0 SECONDARY
<br />TOWARDS TANKS. (TYP.)
<br />23.
<br />THIS DESIGN IS BASED ON DRAWINGS AND INFORMATION PROVIDED BY THE FACILITY
<br />CONTAINMENT. SLOPE LINES 1/8" PER FOOT MIN.
<br />OWNER. EXISTING SITE CONDITIONS HAVE NOT BEEN FIELD VERIFIED BY RHL DESIGN
<br />13.9
<br />INSTALL NEW DOUBLE WALL FIBERGLASS VENT LINES SLOPE LINES 1/8"
<br />GROUP, INC.
<br />PER FOOT MIN. TOWARDS TANKS. (TYP.)
<br />13.10 INSTALL NEW DOUBLE WALL FIBERGLASS VAPOR RETURN LINES.
<br />SLOPE LINES 1/8" PER FOOT MIN. TOWARDS TANKS.
<br />13.11
<br />INSTALL NEW VEEDER-ROOT TLS -350 TANK MONITORING PANEL WITH INTEGRAL
<br />PRINTER. MONITORING PANEL SHALL BE HARDWIRED AND PROGRAMMED TO
<br />PROVIDE POSITIVE FUEL SYSTEM SHUT DOWN AT LEAK DETECTION, SYSTEM
<br />F
<br />FAILURE OR LOSS OF MONITOR PANEL POWER. EXACT LOCATION OF NEW PANEL
<br />TO BE DETERMINED IN FIELD.
<br />O+ SEE EQUIPMENT LIST SHEET SD2
<br />13.12 INSTALL NEW VEEDER-ROOT LIQUID SENSORS IN NEW CONTAINMENT SUMP.
<br />PROVIDE ALL NECESSARY CONDUIT AND CONDUCTORS PER SENSOR
<br />MANUFACTURER'S REQUIREMENTS. (TYP. OF 6)
<br />PIPING LEGEND
<br />13.13 INSTALL NEW VEEDER-ROOT MAG 1 AUTOMATIC TANK GAUGE AND ASSOCIATED
<br />INSTALLATION AND FLOAT KIT. (TYP. ALL TANKS)
<br />13.14 INSTALL NEW VEEDER-ROOT ANNULAR SPACE SENSOR AND 18"0 MANHOLE
<br />D DOUBLE WALL DIESEL FUEL PIPING
<br />AND COVER. (TYP. ALL TANKS)
<br />RU DOUBLE WALL REGULAR UNLEADED PIPING
<br />13.15 INSTALL NEW EMERGENCY PUMP SHUT-OFF SWITCH WITH NEW CONDUIT AND
<br />CONDUCTORS. MOUNT SWITCH NO GREATER THAN 54" ABOVE FINISH GRADE.
<br />SU DOUBLE WALL SUPER UNLEADED PIPING
<br />E
<br />LABEL PER UFC AND LOCAL FIRE CODES.
<br />_ _ _ _ _ _ _
<br />-VR DOUBLE WALL VAPOR RETURN PIPING
<br />13.16 IF NECESSARY INSTALL NEW 20A -408C FIRE EXTINGUISHERS, CABINETS AND
<br />SIGNAGE PER LOCAL FIRE CODE REQUIREMENTS.
<br />V DOUBLE WALL VENT PIPING
<br />13.17 EXTEND EXISTING CONDUIT TO NEW DISPENSER LOCATION. NEW CONDUIT SHALL
<br />MATCH EXISTING CONDUIT. INSTALL NEW CONDUCTORS PER DISPENSER
<br />MANUFACTURER'S REQUIREMENTS. (TYP.)
<br />13.18 INSTALL VEEDER-ROOT OVERFILL ALARM AND ACKNOWLEDGMENT SWITCH. ALARM
<br />SHALL BE LOCATED IN DIRECT VIEW OF FUEL DELIVERY DRIVER DURING
<br />OFF-LOADING PROCEDURES. PROVIDE NECESSARY CONDUIT. PROGRAM
<br />MONITOR PANEL TO ACTIVATE ALARM AT 90% TANK CAPACITY
<br />CALL BEFORE YOU DIG
<br />"UNDERGROUND SERVICE ALERT"
<br />IN NORTHERN CALIFORNIA IN SOUTHERN CALIFORNIA
<br />1-800-642-2444 U.S.A. 1-800-422-4133 K4A W, DATE REV18110N8 IfVIIAL
<br />VICINITY MAP SITE PLAN
<br />FBI
<br />B
<br />A
<br />STOCKTON AUTO CENTER CAR WASH
<br />3434 EAST HAMMER LANE
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<br />STOCKTON, CA
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<br />SITE
<br />��P4
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<br />LOCATION
<br />HAMMER LANE
<br />Al
<br />ARCWZ=• &NGDUMG • SNMNMXM SE MCES
<br />AUTO CENTER DRIVE
<br />3001 DOQ.AS BLVD. STE. 210 R06EVLLE, CA 95661(916) 771-2555
<br />f.
<br />?I
<br />as= ICL bBRIAN F. aTA. ARCHITECT JAMES H. RAY. CIVIL ENGINEER
<br />FtHL REVIEW
<br />raTIAL
<br />DATE DATE: 04/10/03
<br />PRELIMINARY
<br />DRIVE
<br />CEN R
<br />DR. BY:
<br />AUTO
<br />Nam
<br />PLANNING
<br />STEEL BID
<br />( 1'
<br />APPR.:
<br />BLDG PERMIT
<br />GENERAL BID
<br />RHL / 9013.60
<br />PERMIT REVS
<br />SHEET
<br />CONSTRUCTION
<br />Do not use drawing
<br />SID1
<br />construction
<br />unless initialed
<br />11 12
<br />13
<br />14
<br />15
<br />16
<br />17
<br />18
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<br />A
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