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I <br />Fj <br />SUBDIVISION <br />GENERAL NOTES <br />1. BENCHMARK - BRASS CAP IN CONCRETE LOCATED AT NORTHWEST CORNER OF MORADA LANE AND <br />ALHAMBRA ROAD STAMPED S. J. CO. R-183.ELEV. = 39.20 U.S.G.S. DATUM <br />2. ALL WORK SHALL CONFORM TO THE COUNTY OF SAN JOAQUIN CONSTRUCTION SPECIFICATIONS AND <br />APPLICABLE STANDARD PLANS. <br />3. REFER TO THE FINAL MAP OF THIS SUBDIVISION FOR NECESSARY BOUNDARY AND LOT PROPERTY <br />LINE DATA. <br />4. DILLON ENGINEERING, ENGINEER, SHALL SET ALL SURVEY CONTROLS AND CONSTRUCTION STAKES <br />AS NECESSARY FOR COMPLETION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE <br />PRESERVATION OF ALL SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES <br />THAT ARE LOST OR DESTROYED DUE TO CONTRACTOR'S NEGLIGENCE WILL BE SET BY THE <br />ENGINEER AT THE CONTRACTOR'S EXPENSE. <br />5. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND FACILI- <br />TIES AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS <br />PRIOR TO ANY EXCAVATION WORK FOR DETERMINATION AND LOCATION OF UNDERGROUND UTILITIES <br />(PHONE 800-642-2444). <br />6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE <br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR <br />ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE <br />LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, <br />AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR <br />ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. <br />7. CONTRACTOR SHALL GIVE ENGINEER A MINIMUM OF 48 HOUR NOTIFICATION PRIOR TO STAKING <br />ANY UTILITIES. <br />8. CONTRACTOR SHALL INSPECT SITE PRIOR TO BIDDING. <br />9. UPON COMPLETION OF BACKFILL, PRIOR TO PAVING, THE COUNTY MAY INSPECT THE STORM DRAIN <br />LINES WITH CLOSED CIRCUIT TELEVISION EQUIPMENT. DEFECTIVE WORK SHALL BE REPAIRED BY <br />THE CONTRACTOR IN A METHOD APPROVED BY THE COUNTY PRIOR TO FINAL PAVING. TELEVISION <br />LOGS WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR REVIEW. <br />10. PAVEMENT WHICH IS TO BE REMOVED SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE AS SHOWN ON <br />STRUCTURAL SECTION DETAIL. <br />11. ALL MANHOLE RIMS AND DROP INLET GRATES SHALL BE ADJUSTED TO FINISH GRADE TO MATCH THE <br />CROSS SLOPE. <br />12. APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A DUST <br />NUISANCE, AT THE CONTRACTOR'S EXPENSE. <br />13. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL PERFORM THE NECESSARY EARTHWORK <br />CALCULATIONS TO DETERMINE THE AMOUNT OF CUT AND FILL AND RESULTANT EXCESS OR SHORTAGE <br />OF DIRT ONSITE, AND NOFITY THE ENGINEER OF HIS RESULTS. IT IS THE CONTRACTOR'S <br />RESPONSIBILITY TO INSURE THAT THE EARTHWORK WILL BALANCE ONSITE. EXCESS OF DIRT SHALL <br />BE DISTRIBUTED EVENLY,ON ALL LOTS. <br />INDEX TO DRA WINGS <br />PAGE <br />TITLE <br />1 <br />COVER SHEET <br />2 <br />EXISTING TOPO. & GRADING PLAN <br />3 <br />RAYMOND COURT PLAN & PROFILE <br />4 <br />MICHELLE LANE PLAN & PROFILE <br />5 <br />DETAIL PLAN <br />6 <br />STORM FORCE MAIN <br />e <br />TRACT NO. 2064 <br />OF SAN JOAQUIN COUNTY, <br />113LATT ESTATES <br />IMPROVEMENT PLANS <br />DILLON ENGINEERING <br />LODI, CA <br />JUNEt , 1987 <br />VICINITY MAP <br />N TS <br />a <br />r <br />TO LODI Q <br />SITE <br />IMORADA LANE <br />J <br />� U <br />HILDRETH W <br /><qNF <br />`70C.KTON <br />I <br />CALIFORNIA <br />LEGEND <br />D <br />STORM DRAIN <br />FL <br />FLOW LINE <br />STA <br />STA TION <br />DMH <br />STORM DRAIN MANHOLE <br />PT <br />POINT <br />PRC <br />POINT OF REVERSE CURVE <br />BC <br />BEGINNING OF CURVE <br />DI <br />DRAIN INLET <br />AC <br />ASPHALT CONCRETE <br />EC <br />END OF CURVE <br />INV. <br />INVERT <br />LF <br />LINEAR FEET <br />ASB <br />AGGREGATE SUB BASE <br />LP <br />LOW POINT <br />HP <br />HIGH POINT <br />TC <br />TOP OF CURB <br />CL <br />CEN TERLINE <br />S <br />SLOPE <br />VC <br />VER TI CAL CURVE <br />TYP. <br />TYPICAL <br />DIA. <br />DIAMETER <br />A.B. <br />AGGREGATE BASE <br />MIN. <br />MINIMUM <br />EP <br />EDGE OF PAVEMENT <br />ELEV. <br />ELEVATION <br />i <br />RAILROAD TRACKS <br />+50.0 <br />ELEVATION <br />O <br />PROPERTY CORNERS <br />-X-X- <br />FENCE <br />® <br />MONUMENT BOX <br />NEW PAVEMENT <br />BVC <br />BEGIN VC <br />EVC <br />END VC <br />PTVC <br />POINT OF INTERSECTION VC <br />- <br />FINISH GRADE ELEVATION <br />RC <br />RELATIVE COMPACTION <br />R/W <br />RIGHT-OF-WAY <br />f� <br />PROPERTY LINE <br />DILLON ENGINEERING <br />ENGINEERING PLANNING SURVEYING <br />8 South Hutchins Street <br />Lodi, California 95240 <br />(209) 334-6613 <br />BLA TT ES TA TES <br />IMPROVEMEI ►T Pb -'NS <br />REV. Na I DESCRIPTION <br />COVER SHEET <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DATE SCALE: AS NOTED <br />DESIGNED BY. <br />DRAWN BY: J <br />CHECKED BY: S �- <br />AS BUILT BY: S� <br />AEPROVED Y• <br />DA : <br />,fDIRECTOR OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIF. <br />SHEET NO. <br />1 <br />F b SHEETJ <br />JOB NO. <br />8619 <br />I <br />