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GENERAL NOTES <br />1. BENCHMARK IS U.S.C. & G. S. BRASS CAP SET IN NORTHWEST CORNER OF CONCRETE HEADWALL <br />THAT IS LOCATED 0.5 MILES WEST OF THE INTERSECTION _' THIRD STREET & HIGHWAY 12 AND <br />88 IN CLEMENTS. EL. = 123.038' <br />2. ALL WORK SHALL CONFORM TO THE COUNTY OF SAN JOAQUIN CONSTRUCTION SPECIFICATIONS AND <br />APPLICABLE STANDARD PLANS. <br />3. REFER TO THE SUBDIVISION MAP OF THIS SUBDIVISION FOR NECESSARY BOUNDARY AND LOT <br />PROPERTY LINE DATA. <br />4. DILLON ENGINEERING, CIVIL ENGINEERS, SHALL SET ALL SURVEY CONTROLS AND CONSTRUCTION <br />STAKES AS NECESSARY FOR COMPLETION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR <br />THE PRESERVATION OF ALL SURVEY AND CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION <br />STAKES 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 LOCATIONS 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. PAVEMENT WHICH IS TO BE REMOVED SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE AS SHOWN ON <br />STRUCTURAL SECTION DETAIL. (ON CLEMENTS & ATKINS ROAD) <br />10. APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A DUST <br />NUISANCE, AT THE CONTRACTOR'S EXPENSE. <br />11. 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 NOTIFY 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 />IMPRO VEMENT PLANS FOR <br />TRACT NO. 1864 <br />CLEMENTS OAKS S <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DILLON ENGINEERING <br />ENGWEERING PLANNING SURVENNG <br />8 South Hutchins Street <br />Lodi, California 95240 <br />(209) 334-6613 <br />CLAY <br />r <br />-YArcno J"O 1 <br />sa asoad <br />0 r:.r i <br />O <br />I Ila <br />0 Rancho sero I 13 1 <br />Valerlsin Road Ensin: L una-' t; i'Jy Y Municipal Utility _ �. Road i ' 124 <br />° Rd t Gd' A Montfort ( OJ�Q�k� <br />p <br />Melod .PGL£ r� Qo Ave. Y C) ' b <br />Angle Rd. ( - Q COUNTY Jac <br />s°ConleyRo c eek 2i $ : r.n $8 c c <br />w m1 v:lle m N N aJJ�o e'er <br />J Q ultz <br />Borden E: N I Road <br />5DJ v A An ave P /�"` ,, •, CAMANCHE <br />x � ac <br />Qui a Rd. Eof9r G� <br />a0` c a m $ p Rd. i C� Q' i% y �� • s., z 1.500 I d <br />I m i $ vS / _ a, `^Duck Creek �. a. .7� <br />Sim"el horn Road O i ^ r �� Csee� \:, RSM 01 B �s <br />Boessow, o iLRo Crek�� ���• -p <br />.r y r: «•eoma•_ V ,>�. - ^71lriie _ MO -� Comao r . �o cParkwa <br />ails Z Z fload� b; <br />w `� _. o ^tom DA�USE PARK a� LAKE CAMANCH c <br />B° ron Rd. Slough 'r'o C <br />y � R., ISH � e � r. •�° oyo� f � G�°<- ISH HATCHER VILLA <br />C LLIERVILLE ;• S _ <br />t Collier rrn Rd `I- OG : Vista <br />` ' TOWN 'BUe�i Ts. <br />n' ° C°limyrno Rd. Unden ood Rd.._o r $ x.�y �+ ti •, �,. <br />W •v SOW Jahant I Road Jahant s' <br />LIN <br />Fwrloee >. ..ol.oneSta oMenrten 1Z -� Cy„y,ehe . <br />IRPORT T W. "'°�'T, ,^• a -> Peltier otMi11 <br />.._ •.l;.t:>� ; . ` _ oBen dorf Rd. MENTs -(KERN -.•�`� ''4 'P4i - �s - park <br />Pettier ' e Road m p Niter Road SCH. � PACIFIC' � RogD �^ <br />n O STON " - 'j Ck as {O 1 <br />Ce J12 m ��e WALLACE <br />,~ <br />a 5 Hµ,»,Yr` c eauELLA xoket f CLEAAENTS <br />g Ac°mp SCH.Ac°mpo Rd v° T <br />ee $ $44% a " Orchar Rd. - .c F d i•Py »-� +-�::Y� ' - Yt, r 1 Z <br />99 0 0 V oughe u O u �� .O <br />Win bridge oodbridge Rd. Govee X. OCKEf ORD <br />CbhrdolJl Schm idt��- RD SCH. « LOCA _I@f� "' 9° g1 <br />`c ; . `m irsche�an; v°`' 46 Brdn�r Y C <br />C t Rd. <br />cke or x Dr. tl U d t jam' icr Rd > a ' r-' F _ , ' •a - 8.M0 'Y <br />ine L 1L f. H �m '`� M. 3 `J -0,0 4 Miles 2mi. 4mi. N Mae: <br />,Fty o" <br />S°rgent m R l VICTOR Weigum �; .: % S°r v d I, , ' �,% V KII°meters 5km <br />ODI Y r- x .� -' GRANT <br />�� o o ALPINE s O . > �� SCHOOL �•\ Y,..: +`.P ro,°by O <br />11scH. N4wfa.lid I J I 40 e'th _. % <br />VICINITY MAP <br />NTS <br />INDEX TO SHEETS <br />LEGEND <br />CSP <br />CORRUGATED STEEL PIPE <br />IL <br />SHEET NO. <br />1. <br />1111£ OF DRAWING <br />COVER SHEET <br />STA TION <br />HOR. <br />2. <br />EXISTING TOPOGRAPHY, <br />DRAINAGE <br />& GRADING PLAN - 1 <br />3. <br />EXISTING TOPOGRAPHY, <br />DRAINAGE <br />& GRADING PLAN - 2 <br />4. <br />PLAN & PROFlLE <br />STAMPEDE ROAD <br />(STA. <br />1+85.14 TO STA. 16+00) <br />5. <br />STAMPEDE ROAD <br />(STA. <br />16+00 TO STA. 29+00) <br />6. <br />STAMPEDE ROAD <br />(STA. <br />29+00 TO STA. 43+00) <br />7. <br />STAMPEDE ROAD <br />(STA. <br />43+00 TO STA. 55+78.16) <br />8. <br />RODEO DRI VE <br />(STA. <br />60+00 TO STA. 75+00) <br />9. <br />RODEO- DRIVE_ _ <br />(STA. <br />75+00 TO STA. 83+83.26) <br />10. <br />HORSESHOE DRIVE <br />(STA. <br />90+00 TO STA. 99+25.02) <br />LEGEND <br />CSP <br />CORRUGATED STEEL PIPE <br />IL <br />FLOW LINE <br />STA <br />STA TION <br />HOR. <br />HORIZONTAL <br />PT <br />POINT <br />VER. <br />VER TI CAL <br />BC <br />BEGINNING OF CURVE <br />EXIST. <br />EXISTING <br />AC <br />ASPHALT CONCRETE <br />EC <br />END OF CURVE <br />EL. <br />ELEVA TION <br />LF <br />LINEAR FEET <br />DITCH <br />LP <br />LOW POINT <br />HP <br />HIGH POINT <br />NTS <br />NOT TO SCALE <br />C <br />CEN TERLINE <br />S <br />SLOPE <br />VC <br />VERTICAL 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 />C <br />PROPERTY CORNERS <br />-X-X- <br />FENCE <br />MONUMENT BOX (S. J. CO. STD. A-8) <br />NEW PAVEMENT <br />BVC <br />BEGIN VC <br />EVC <br />END VC <br />PI VC <br />POINT OF INTERSECTION VC <br />RC <br />RELATIVE COMPACTION <br />R/W <br />RIGHT -OF- WA Y <br />R <br />PROPERTY LINE <br />PRVC <br />POINT OF REVERSED VERTICAL CURVE <br />- <br />STREET SIGN <br />DILLON ENGINEERING <br />ENGWEERING PLANNING SURVEYWG <br />8 South Hutchins Street <br />Lodi, California 95240 <br />(209) 334-6613 <br />CLEMENTS OAKS SUBDIVISION I <br />IMPROVEMENT PLANS <br />COVER SHEET <br />DEPAR7MENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />Na DESCIRF710N DA-rE SCALE' AS SHOW APPROVED BY.OSHEET NO. <br />DESIGNED BY DA 1E: �B' 13w <br />DRAWN BY OFlOSHEE7 <br />OF PUBLICCHECKED BY. `i IL� STAN RECTOR JOAQUIN COUNTY WORKS <br />CALIF. JOB <br />AS BUILT BY:87333 <br />v <br />