|
HAMMER LANE PROJECT SUMMARY eo0
<br /> o
<br /> • REMOVAL OF FOUR EXISTING UNDERGROLI'dD S AOE 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 N 10
<br /> • REMOVAL OF BAY DRAINS
<br /> AIR/WATER STATION LEGEND
<br /> ® O EXISITING SITE FEATURES TO REMAIN o
<br /> 0 163.77 1J 89' 26 00" E LO
<br /> o 0 i REMOVAL AREA ® � �
<br /> �ryti u D— HAY BALES Ok STRAW ROLLS (EROSION CONTROL) o` v
<br /> rOF EXISTING MONITORING WELL A o 0
<br /> D.f. DROP INLET `W U
<br /> ' U
<br /> U.N.O. UNLESS NOTED OTHERWISE
<br /> W �
<br /> ® o
<br /> 0
<br /> SITE INFORMATION
<br /> PROPERTY OWNER: SHELL OIL PRODUCTS
<br /> 12700 NORTHBOROUGH DRIVE
<br /> HOUSTON, TX 77067-2508
<br /> m
<br /> SHELL REPRESENTATIVE: WILLIAM MERCHANT
<br /> 9141 E.STOCKTON BLVD. SUITE 250-321
<br /> ® ® A PROPANE TANK. O ® ELK GROVE, CA 95624
<br /> ® TEL: (916) 6B4-6125
<br /> B MOB: (916) 212-8052
<br /> FAX: (916) 684-6250
<br /> D
<br /> F BUILDING OCCUPANCY: N/A
<br /> o G TYPE OF CONSTRUCTION: N/A a
<br /> 0
<br /> V ® u GENERAL NOTES
<br /> (/ w
<br /> J 1 . ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT APPLICABLE EDITIONS OF THE UNIFORM BUILDING
<br /> n CODE, UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE, UNIFORM FIRE CODE, NATIONAL ELECTRIC CODS=. N
<br /> XC )\ CAL-OSHA CONSTRUCTION SAFETY ORDERS, AND ALL OTHER APPLICABLE STATE, CITY AND COUNTY ORDINANC'5:, N
<br /> z
<br /> C 2. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL BURIED PIPES AND UTILITIES, WHETHER
<br /> o SHOWN OR NOT SHOWN ON THESE PLANS, PRIOR TO THE START OF CCNSTRIJCTION. NOTIFY UNDERGROUND
<br /> SERVICE ALERT 1 -800-227-2600, A7 LEAST TWO WORKING DAYS PRICK TO THE START OF CCNSTRCUTION �
<br /> a C 3, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR THE START OF CONSTRUCTION. m
<br /> vi o
<br /> D 4. SITE SPECIFIC ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFFERENCING ALL
<br /> O DIMENSIONS, ELEVATIONS AND EQUIPMENT LOCATIONS. k
<br /> Uo
<br /> 5 THIS SITE PLAN IS PROVIDED FOR REFERENCE ONLY, AND NO REPRESENTATION AS TO HIS ACCURACY IS
<br /> ® ! EXPRESSED OR IMPLIED. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS IN THE FIELD AND SHALL REPORT
<br /> ANY DISCREPANCIES TO THE SHELL ENGINEER IMMEDIATELY. d
<br /> Z A PROCEEDING WITH THE WORK WITHOi IT VERIFICATION OF DIMEJNSIGNS, SHALL �BE -GEGMED AS ACCEPTANCE
<br /> 4OF THE CONDITIONS BY THE CONTRACTOR.
<br /> � B
<br /> _J D C 6. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED TESTS, INSPECTIONS AND SIGN-OFFS AS REQUIRSD
<br /> W 3 F BY REGULATORY AUTHORITIES. PROVIDE COPY OF TESTS RESULTS TO OWNER AND REGULATORY AUTHORITIES.
<br /> a G 7. CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, BOTH PUBLIC AND PRIVATE, WHICH ARE TO REMAIN
<br /> O o
<br /> o F UNLESS NOTED OTHERWISE. CONTRACTOR SHALL REPAIR OR REPLACE, TO THE OWNER'S SATISFACTION, ANY
<br /> b EXISTING FACILITIES WHICH ARE DAMAGED AS RESULT OF CONTRACTOR'S OPERATLONS.
<br /> z
<br /> B. ALL TRENCHES IN TRAFFIC AREAS, INCLUDING PEDESTRIAN TRAFFIC AREAS; SHALL BE COVERED WITH TRAFFIC J
<br /> / RATED PLATES WHEN WORK IS NOT IN PROGRESS. Q
<br /> CD
<br /> 9. ALL WORK AREAS SHALL BE ADEQUATELY BARRICADED THROUGHOUT THE CONSTUCTION PERIOD. O
<br /> 10. EDGES OF EXISTING PAVEMENT, CONCRETE SLABS, CONCRETE CURBS AND SIDEWALKS SHALL BE NEATLY TRIMVED LIJ
<br /> �
<br /> 1� PRIOR TO PATCHING. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, SLABS, ETC IN NEAT STRAIGHT LINES. Cr_
<br /> SCOPE OF WORK z
<br /> W
<br /> OREMOVE TWO EXISL'NG 15,000 GALLON UNDERGROUND STORAGE TANKS AND ONE 550/1000 GALLON WASTE DL TANK GC M
<br /> TO FCLD VERIFY SIZE, PRODUCT, VENT AND VAPOR PIPING, VENT RISERS, DISPENSERS, DISPENSER CONTAINMENT AND f1
<br /> \ ASSOCIATED EQUIPMENT. i
<br /> O REMOVE EXISTING TANK SLAB AND DRIVE SLAB AS REQUIRED TO REMOVE TANKS AND PIPING. CY v
<br /> PROTECT ALL EXISTING MONITOR WELLS AND MONITORING EQUIPMENT, REPAIR OR REPLACE IF DAMAGED DURING CJ
<br /> O /
<br /> CONSTRUCTION. C�D O -a
<br /> E OALL SOIL OR BACKFILL MATERIALS ARE TO BE DIRECT LOADED TO TRUCKS FOR HAUL-OFF. IF SOILS OR BACKFILL z Z of C
<br /> MATERIALS ARE TO BE STORED ON SITE, THE MATERIALS MUST BE SET ON AND COVERED WITH VISQUINE. Ca-. 6 V
<br /> A O HAY BALES OR STRAW ROLLS ARE 10 BE USED AROUND ALL STOCK PILED SOILS/PEAGRAVEL AND DRAIN INLETS AS O- J
<br /> B REQUIRED BY LOCAL REGULATORY AUTHORITIES. REFER TO SHEET 2. 0
<br /> WASTE OIL TANK I
<br /> D O EXISTING TANK HOLE AND PIPWG TRENCHES TO BE FILLED WITH PEA GRAVEL. If THE EXISTING PEAGRAVEL IS DETERM:NEC W J .
<br /> F TO BE CLEAN, AFTER TESTING, REUSE WHERE APPLICABLE. Y L J CD
<br /> CD U
<br /> Z
<br /> G OG CUT EXISTING CONDUITS AND REMOVE CONDUCTORS BACK TO PANEL. REMOVE ASSOCIATED BRAKERS. f2 N
<br /> O EXISTING DISPENSERS TO BE STORED PER SHELL CM. DIRECTION (TYP. OF 4).
<br /> DRAWN BY: TM
<br /> OI REMOTE EXISTING BAY DRAINS. GC TO VERIFY SIZE AND LOCATION. REVIEWED BY: TP
<br /> DATE: 07/19/04
<br /> ° NOTE: JOB NO: 12431 .01
<br /> MONITORING WELLS ARE SHOWN FOR CLARITY
<br /> 237.22' S 89. 26' 00" w G.C. TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION.
<br /> SITE PLAN
<br /> - 17L ---
<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 IMPORTANT NOTICE
<br /> be approved by the preparer of these plans. Section 4216/4217 of the Government - —
<br /> Code requires a Dig Alert Identification
<br /> Construction contractor agrees that in accordance with generally accepted construction practices, construction Number be issued before a SHEFT
<br /> contractor will be required to assume sole and complete responsibilty for job site conditions during the course of u to Excavate will be valid
<br /> construction of this project, including safety of all persons and property, that this requirement shall be made to For
<br /> yyoour Dig Alert ID Number Call
<br /> apply continuously and not limited to normal working hours, and construction contractor further agrees to defend, UNDERGROUND SERVICE ALERT
<br /> Idemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the 1 -800-227-2600
<br /> performance of work on this project. For Underground Locating
<br /> 2 Working Days before You Dig
<br /> Or Z SHEETS
<br /> 7:
<br />
|