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0 REMOVAL OF THREE EXISTING FIBERGLASS UNDERGROUND STORAGE TANKS
<br /> REMOVAL OF FOUR EXISTING DISPENSERS, DISPENSER CONTAINMENT AND ASSOCIATED EQUIPMENT
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<br /> __. - �Y____,�_- _ _____ __.___ __._._ x x fi= __ _ , ,� ,� ' REMOVAL OF EXISTING PRODUCT, VENT AND VAPOR' RECOVERY PIPING AND ASSOCIATED EQUIPMENT
<br /> CUT EXISTING CONDUITS AND REMOVE CONDUCTORS BACK TO PANE(_ `
<br /> REMOVAL OF EXISTING HOISTS 4
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<br /> 90, REMOVAL OF '-XISTING PROPANE TANK
<br /> EXISTING "HANDICAP cN �G❑E� N D _.
<br /> PARKING ONLY"
<br /> SIGN TO REMAIN - -- EXISITING SITE FEATURES TO REMAIN C,?
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<br /> � \ N= � REMOVAL AREA (D C))
<br /> ..... --- HAY BALES OR STRAW ROLLS (EROSION CONTROL) r_ �
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<br /> o zh- EXISTING MONITORING WELL CD
<br /> SOIL/BACKFILL STOCK PILE AREA EXISTING HANDIC P c
<br /> IOR BOTH NEW AND EXCAVATED MATERIALS RAMP TO REMAI EXISTING RECOVERY WELL �� �J
<br /> XDCC �EXISTING REMEDIATION PIPEMW c_ C)
<br /> MW a D.I. DROP INLET c_
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<br /> k U.N.O. UNLESS NOTED OTHERWISE------------ Q
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<br /> C .- _ - -_-�---=,-=-=----- PROPERTY OWNF I; S:IELL OIL PRODUCTS
<br /> J 12700 NORTHBOROUGH DRIVE
<br /> �i HOUSTON, TX 77067-2508
<br /> ,,;r r \ SHELL REPRESENTATIVE: 9141WILLIAM E.S Q KTON BLVD. SUITE 250-321
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<br /> ELK GROVE, CA 05624
<br /> 125
<br /> MOB:((96} 212-8052
<br /> FAX: (916) 6B4--6250
<br /> BUILDING OCCUPANCY: N/A
<br /> _ z z �. . / �_ _ -----���-- --- -- - / ,;r _ z__ a TYPE OF CONSTRUCTION: N/A
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<br /> m(TYP.) I ( 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT APPLICABLE EDITIONS OF -[HE UNIFORM BUILDING CODE, w
<br /> { __._ UNIFORM PLUMBING; CODE, UNIFORM MECHANICAL CODE, UNIFORM FIRE CODE, NATIONAL ELECTRIC CODE, CAL--OSHA
<br /> j
<br /> / oC] o o ' CONSTRUCTION SAFETY ORDERS, AND ALL OTHER APPLICABLE STATE, CITY AND COUNTY ORDINANCES,
<br /> MW / 2. CONTRACTOR SHALL_ DETERMINE THE LOCATION AND DEPTH OF AL1BURIED PIPES AND UTILITIES, WHETHER SHOWN
<br /> OR NOT SHOWN ON THESE PLANS, PRIOR TO THE START OF CONSTRUCTION. NOTIFY UNDERGROUND SERVICE ALERT
<br /> EXISTING ° PARKING
<br /> ARKING
<br /> f ANY TIME'" SINN TO ,�) �A E3 D F G r` �'m. A / II 1-800-227-2600, AT LEAST TWO WORKING DAYS PRIOR TO THE START OF CONSTRCUTION.
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<br /> REMAIN
<br /> 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR THE START OF CONSTRUCTION.
<br /> SFr nc. B
<br /> D C x 4. SITE SPECIFIC ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFEERENCING A_L. DIMENSIONS„
<br /> ELEVATIONS AND EQUIPMENT LOCATIONS.
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<br /> / x 5. THIS SITE PLAN IS PROVIDED FOR REFERENCE ONLY, AND NO REPRESENTATION AS TO IT'S ACCURACY IS EXPRESSED
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<br /> 11 � OR IMPLIED. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS IN THE FIELD AND SHAT I._ REPORT ANY
<br /> B / I' DISCREPANCIES TO THE SHELL ENGINEER IMMEDIATELY. ` l'
<br /> PROCEEDING WITH THE WORK WITHOUT VERIFICATION OF DIMENSIONS, SHALL. BE DEEMED AS ACCEPTANCE:
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<br /> OF THE CONDITIONS BY THE CONTRACTOR.
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<br /> RW SOIL/BACKFILL STOCK PILE AREA 6. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED TESTS, INSPECTIONS AND SIGN-OFFS AS REQUIRED BY
<br /> (_XERIALS
<br /> REGULATORY AUTHORITIES. PROVIDE COPY OF TESTS RESULTS TO OWNER AND REGULATORY AUTHORITIES.
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<br /> MAT ❑
<br /> 7. 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 /> L F ' o WHICH ARE DAMAGED AS RESULT OF CONTRACTOR'S OPERATIONS.
<br /> 1 F,
<br /> 8. ALL TRENCHES IN TRAFFIC AREAS, INCLUDING PEDESTRIAN TRAFFIC AREAS, SHALL BE COVERED WITH TRAFFIC RAKED
<br /> PLATES WHEN WORK IS NOT IN PROGRESS.
<br /> Q)A / �° J (TYP.) /
<br /> - - 9. ALL WORK AREAS SHALL BE ADEQUATELY BARRICADED THROUGHOUT THE CONSTUC CION PERIOD.
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<br /> 10. EDGES OF EXISTING PAVEMENT, CONCRETE SLABS, CONCRETE CURBS AND SIDEWALKS SHALL BE NEATLY TRIMMED
<br /> MW PRIOR TO PATCHING, CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, SLABS, ETC IN NEAT STRAIGHT LINES,
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<br /> EXISTING TRAFFIC SIGNAL, .----._ ----`" /-' __ ____
<br /> FO REMAIN I h:- 4 �_.__._..._ra____��_ C \ REMOVE TWO EXISTING 15,000 GALLON UNDERGROUND STORAGE TANKS AND ONE 550/1000 GAI...I...ON WASTE 01L TANK GC
<br /> -..-..... - ----------.. -. �@ ___-- .__---- e.`' TO FIELD VERIFY SIZE, PRODUCT, VENT AND VAPOR PIPING, VENT RISERS, DISPENSERS, DISPENSER ENSER CONTAINMENT AND
<br /> ASSOCIATED EQUIPMENT.
<br /> 01/ p O REMOVE EXISTING TANK SLAB AND DRIVE SLAB AS REQUIRED TO REMOVE TANKS AND PIPING,
<br /> __._
<br /> o [] p El �❑ PROTECT ALL EXISTING MONITOR WELLS AND MONITORING EQUIPMENT, REPAIR OR REPLACE IF DAMAGED DURING GONSI`RUCTION
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<br /> --------- ,..._ _..._ __ /� ANY BACKFILL MATERIAL OR SOIL GENERATED IS TO BE STOCKPILED ON SITE AND COVERED WITH VISQUEEN. AGENCY APPROVAL. IS
<br /> REQUIRED IF MATERIAL IS TO BE REUSED AS BACKFILL MATERIAL. ANALYTICAL RESULTS ARE REQUIRED PRIOR TO TRANSPORTING
<br /> ANY SOIL OFFSITE TO SHELL APPROVED DISPOSAL FACILITY. - .. _ --- of
<br /> t EE HAY BALES OR STRAW ROLLS ARE TO BE USED AROUND ALL STOCK PILED SOILS/PEAGRAVEL AND DRAIN INLETS AS UJ
<br /> REQUIRED BY LOCAL REGULATORY AUTHORITIES. .-
<br /> EXISTING TANK HOLE AND PIPING TRENCHES TO BE FILLED WITH PEA GRAVEL TO 12" FROM FINISH GRADE, FROM 12" OF
<br /> F FINISH GRADE TO FINISH GRADE USE COMPACTED BASE ROCK IF THE EXISTING PEAGRAVEL IS DETERMINED TO BE CLEAN,
<br /> AFTER TESTING, REUSE WHERE APPLICABLE. �� " ^ .__
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<br /> CUT EXISTING CONDUITS AND REMOVE CONDUCTORS BACK TQ PANEL. REMOVE ASSOCIATED BRAKERS,I ❑ Y ❑ ❑ LI ❑ 5 ❑ REMOVE EXISTING HOISTS.
<br /> (DPROPANE TANK TO BE REMOVED PER SHELL CM. DIRECTION. DRAWN Y:
<br /> REVIEWED rm
<br /> GRAPHIC SCALE +
<br /> EXISTING DISPENSERS TO BE STORED PER SHELL CM. DIRECTION. ATE® 07/08/04
<br /> J . 12427.01
<br /> REMEDIATION SYSTEM PIPING, RECOVERY WELL AND
<br /> .,.�............. MONITORING WELLS ARE SHOWN FOR CLARITY
<br /> G.C. TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION.
<br /> UNAUTHORIZED CHANGES AND USES: The engineer preparing these plans will not be responsible tor, or liable (MPC31s' P4{T NOTICE
<br /> for, unauthorized changes to or uses of these Pe plans. All c
<br /> changes to the plans must be in writing and must
<br /> Section 421 x/4217 of the Governmen
<br /> be approved by the preparer of these plans.
<br /> Code requires a Dig Alert Identificatio
<br /> Number be issued before a
<br /> Construction contractor agrees that in accordance with generally accepted construction practices, construction Permit to Excavate will be valid
<br /> contractor will be required to assume sole and complete responsibiliy for job site conditions during the course of For your Gag Alert ID Number Call
<br /> construction of this project, including safety of all persons and property, that this requirement shall be made to UNDERGROU,VD SIERMCE ALERT
<br /> apply continuously and not iirrited to normal working hours, and construction contractor further agrees to defend,
<br /> 2
<br /> idemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the1-80C-227-2600
<br /> performance of work on this Project, excapfing liobilify arising from sole negligence of design professional. For Unde-ground Locating
<br /> 2 Working )ays before You Dig OF 2 SHEETS
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