|
EXISTING FREEWAY SIGN
<br />& CONCRETE BASE TO
<br />REMAIN
<br />EXISTING SHEL
<br />& PRICE SIGN
<br />N 50° 36' 00" E PL_ 150.00'
<br />WATERLOO ROAD
<br />SITE PLAN
<br />UNAUTHORIZED CHANGES AND USES: The engineer preparing these plans will not be responsible for, or liable
<br />for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must
<br />be approved by the preparer of these plans.
<br />Construction contractor agrees that in accordance with generally accepted construction practices, construction
<br />contractor will be required to assume sole and complete responsibilty for job site conditions during the course of
<br />construction of this project, including safety of all persons and property, that this requirement shall be made to
<br />apply continuously and not limited to normal working hours, and construction contractor further agrees to defend,
<br />idemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the
<br />performance of work on this project, excepting liability arising from sole negligence of design professional.
<br />EXISTING DRIVEWAY
<br />35'-0"
<br />NOTE! ALL EXISTING ITEMS ARE TO REMAIN
<br />UNLESS NOTED OTHERWISE.
<br />EXISTING PARKING
<br />SPACE
<br />GRAPHIC SCALE
<br />EXISTING EDGE OF STREET
<br />IMPORTANT NOTICE
<br />Section 4216/4217 of the Governm(
<br />Code requires a Dig Alert Identificat
<br />Number be issued before a
<br />Permit to Excavate will be valid
<br />For your Dig Alert ID Number Call
<br />UNDERGROUND SERVICE ALERT
<br />1-800-227-2600
<br />For Underground Locating
<br />2 Working Days before You Dig
<br />( IN FEET)
<br />PROJECT SUMMARY
<br />• REMOVAL OF TWO EXISTING FIBERGLASS UNDERGROUND STORAGE TANKS
<br />• REMOVAL OF FOUR EXISTING DISPENSERS, DISPENSER CONTAINMENT AND ASSOCIATED EQUIPMENT
<br />• REMOVAL OF EXISTING PRODUCT, VENT AND VAPOR RECOVERY PIPING AND ASSOCIATED EQUIPMENT
<br />• CUT EXISTING CONDUITS AND REMOVE CONDUCTORS BACK TO PANEL
<br />LEGEND
<br />EXISITING SITE FEATURES TO REMAIN
<br />REMOVAL AREA
<br />HAY BALES OR STRAW ROLLS (EROSION CONTROL)
<br />EXISTING MONITORING WELL
<br />® EXISTING RECOVERY WELL
<br />EXISTING REMEDIATION PIPE
<br />D.I. DROP INLET
<br />U.N.O. UNLESS NOTED OTHERWISE
<br />SITE INFORMATION
<br />PROPERTY OWNER:
<br />SHELL REPRESENTATIVE:
<br />BUILDING OCCUPANCY:
<br />TYPE OF CONSTRUCTION:
<br />SHELL OIL PRODUCTS
<br />127001 NORTHBOROUGH DRIVE
<br />HOUSTON, TX 77067-2508
<br />WILLIAM MERCHANT
<br />9141 E.STOCKTON BLVD. , SUITE 250-321
<br />ELK -ROVE, CA 95624
<br />TEL: (916) 684-6125
<br />MOB: (916) 212-8052
<br />FAX: (916) 684-6250
<br />N/A
<br />N/A
<br />GENERAL NOTES
<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 />CONSTRUCTION SAFETY ORDERS, AND ALL OTHER APPLICABLE STATE, CITY AND COUNTY ORDINANCES.
<br />2. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL BURIED PIPES AND UTILITIES, WHETHER SHOWN
<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 />3. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR THE START OF CONSTRUCTION.
<br />4. SITE SPECIFIC ARCHITECTURAL AND CNIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFEERENCING ALL DIMENSIONS,
<br />ELEVATIONS AND EQUIPMENT LOCATIOP;S.
<br />5. THIS SITE PLAN IS PROVIDED FOR RE; ERENCE ONLY, AND NO REPRESENTATION AS TO IT'S ACCURACY IS EXPRESSED
<br />OR IMPLIED. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS IN THE FIELD AND SHALL REPORT ANY
<br />DISCREPANCIES TO THE SHELL FNGINEF'? IMMEGGATELY.
<br />PROCEEDING WITH THE WORK WITHOUT VERT,(.ATION OF DIMENSIONS, SHALL BE DEEMED AS ACCEPTANCE
<br />OF THE CONDITIONS BY THE CONTRACfOR.
<br />6. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED TESTS, INSPECTIONS AND SIGN -OFFS AS REQUIRED BY
<br />REGULATORY AUTHORITIES, PROVIDE COPY OF TESTS RESULTS TO OWNER AND REGULATORY ,AUTHORITIES.
<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 />WHICH ARE DAMAGED AS RESULT OF CONTRACTOR'S OPERATIONS.
<br />8. ALL TRENCHES IN TRAFFIC AREAS, INCLUDING PEDESTRIAN TRAFFIC AREAS, SHALL BE COVERED WITH TRAFFIC RATED
<br />PLATES WHEN WORK IS NOT IN PROGRESS,
<br />9. ALL WORK AREAS SHALL BE ADEQUATELY BARRICADED THROUGHOUT THE CONSTUCTION PERIOD.
<br />10. EDGES OF EXISTING PAVEMENT, CONCRETE SLABS, CONCRETE CURBS AND SIDEWALKS SHALL BE NEATLY TRIMMED
<br />PRIOR TO PATCHING. CONTRACTOR `'''ALL SAWCUT EXISTING PAVEMENT, SLABS, ETC IN NEAT STRAIGHT LINES.
<br />SCOPE OF WORD
<br />OREMOVE TWO EXISTING 15,000 GALLON UNDERGROUND STORAGE TANKS AND ONE 550/1000 GALLON WASTE OIL TANK GC
<br />TO FIELD VERIFY SIZE, PRODUCT, VENT AND VAPOR PIPING, VENT RISERS, DISPENSERS, DISPENSER CONTAINMENT AND
<br />ASSOCIATED EQUIPMENT.
<br />O REMOVE EXISTING TANK SLAB AND DRIVE SLAB AS REQUIRED TO REMOVE TANKS AND PIPING.
<br />O PROTECT ALL EXISTING MONITOR WELLS AND MONITORING EQUIPMENT, REPAIR OR REPLACE IF DAMAGED DURING CONSTRUCTION.
<br />OALL SOIL OR BACKFILL MATERIALS ARE TO BE DIRECT LOADED TO TRUCKS FOR HAUL -OFF. IF SOILS OR BACKFILL MATERIALS
<br />ARE TO BE STORED ON SITE, THE Mr-TERIALS MUST BE SET ON AND COVERED WITH VISQUINE.
<br />O HAY BALES OR STRAW ROLLS ARE TO BE USED AROUND ALL STOCK PILED SOILS/PEAGRAVEL AND DRAIN INLETS AS
<br />REQUIRED BY LOCAL REGULATORY AUTHORITIES, REFER TO SHEET 2 FOR LOCATIONS,
<br />O EXISTING TANK HOLE AND PIPING TRENCHES TO BE FILLED WITH PEA GRAVEL. IF THE EXISTING PEAGRAVEL IS DETERMINED
<br />TO BE CLEAN, AFTER TESTING, REUSE WHERE APPLICABLE.
<br />C1 CUT EXISTING CONDUITS AND REMOVE CONDUCTORS BACK TO PANEL. REMOVE ASSOCIATED BRAKERS.
<br />O EXISTING DISPENSERS TO BE STORED PER SHELL CM. DIRECTION (TYP. OF 4).
<br />MONITORING WELLS ARE SHOWN FOR CLARITY
<br />G.C. TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION.
<br />1
<br />O O
<br />I-- O
<br />M
<br />o j
<br />rx-)
<br />co
<br />co
<br />CD
<br />cD
<br />>
<br />o U
<br />a
<br />E o
<br />`
<br />U o
<br />v�
<br />�
<br />o
<br />O
<br />O U
<br />z
<br />0
<br />CL
<br />CL
<br />U
<br />to
<br />W
<br />0
<br />W
<br />ZD
<br />z
<br />0
<br />V)
<br />r
<br />M
<br />0
<br />0
<br />z
<br />J
<br />Q
<br />O
<br />M
<br />W
<br />f—
<br />Z
<br />LLJ
<br />L U O
<br />O
<br />G -D O O
<br />O
<br />Q
<br />CL
<br />CL
<br />U
<br />J
<br />CLJ
<br />O
<br />�O
<br />0
<br />O
<br />LU
<br />J
<br />z i jr
<br />U
<br />O
<br />DRAWN BY:
<br />TM
<br />REVIEWED BY:
<br />TP
<br />DATE:
<br />07/26/04
<br />JOB NO:
<br />12432.01
<br />SHEET
<br />I
<br />OF
<br />2
<br />SHEETS
<br />
|