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EXISTING FREEWAY SIGN <br />& CONCRETE BASE TO <br />REMAIN <br />EXISTING SHEI <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 />a <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 />EXISTING SITE FEATURES TO REMAIN <br />REMOVAL AREA <br />HAY BALES OR STRAW ROLLS (EROSION CONTROL) <br />EXISTING MONITORING WELL <br />D. 1. 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 />12700 NORTHBOROUGH DRIVE <br />HOUSTON, TX 77067-2508 <br />WILLIAM MERCHANT <br />9141 E.STOCKTON BLVD. , SUITE 250-321 <br />ELK GROVE, CA 95624 <br />TEL: (916) 684-6125 <br />MOB: (916) 212-6052 <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 CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFEERENCING ALL DIMENSIONS, <br />ELEVATIONS AND EQUIPMENT LOCATIONS, <br />5. THIS SITE PLAN IS PROVIDED FOR REFERENCE 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 ENGINFER IMMEDIATELY. <br />PROCEEDING WITH THE WORK WITHOUT VERIFICATION OF DIMENSIONS, SHALL BE DEEMED AS ACCEPTANCE <br />OF THE CONDITIONS BY THE CONTRACTOR. <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 />EXISTING PARKING PLATES WHEN WORK IS NOT IN PROGRESS. <br />SPACE <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 SHALL SAWCUT EXISTING PAVEMENT, SLABS, ETC IN NEAT STRAIGHT LINES. <br />SCOPE OF WORK <br />GRAPHIC SCALE <br />EXISTING EDGE OF STREET <br />IMPORTANT NOTICE <br />Section 42164217 of the Governmen <br />Code requires a Dig Alert Identificatio <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 />OREMOVE TWO EXISTING 15,000 GALLON UNDERGROUND STORAGE TANKS AND ONE 550/1000 GALLON WASTE OIL TANK GO <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 MATERIALS MUST BE SET ON AND COVERED WITH VISQUINE. <br />OHAY BALES OR STRAW ROLLS ARE TO BE USED AROUND ALL STOCK PILED SOILS/PEAGRAVEL AND DRAIN INLETS AS <br />REQUIRED BY LOCAL REGULATORY AUTHORITIES. <br />EXISTING TANK HOLE AND PIPING TRENCHES TO BE FILLED WITH PEA GRAVEL. IF THE EXISTING PEAGRAVEL IS DETERMINED <br />v TO BE CLEAN, AFTER TESTING, REUSE WHERE APPLICABLE. <br />GO 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 />r <br />O O <br />r` O <br />O <br />Ln <br />o v <br />a <br />'D o <br />` <br />0 0 <br />U � <br />�1 <br />OU <br />U O <br />O V <br />Z <br />Q <br />Q <br />J <br />®�/ <br />W <br />Z <br />Z <br />O <br />ui <br />U <br />°- <br />Z <br />Cr 1.- v <br />Q O <br />O <br />p[ <br />a.� �v <br />W <br />a -_J4-- <br />p <br />B <br />O <br />I- <br />Z LaJ <br />V <br />Ci) <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 />2 <br />OF <br />2 <br />SHEETS <br />