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i <br />GENERAL NOTES <br />1. BENCHMARK - BRASS CAP IN TOP OF CURB ON WEST SIDE OF HIGHWAY 99 FRONTAGE ROAD AT <br />HILDRETH LANE STAMPED SAN JOAQUIN COUNTY S-18.8 ELEV. = 33.93 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, CIVIL ENGINEER SHALL SET ALL SURVEY CONTROLS AND CONSTRUCTION <br />STAKES 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 THAT <br />ARE LOST OR DESTROYED DUE TO CONTRACTOR'S NEGLIGENCE WILL BE SET BY THE CONSULTING <br />ENGINEER AT THE CONTRACTOR'S EXPENSE. DILLON ENGINEERING ASSUMES NO RESPONSIBILITY FOR <br />ANY WORK CONSTRUCTED IF STAKED BY OTHERS. <br />5. CONTRACTOR, SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND FACILITIES <br />AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS PRIOR <br />TO ANY EXCAVATION WORK FOR DETERMINATION AND LOCATION OF UNDERGROUND UTILITIES (PHONE <br />1-800-642-2444). <br />6. THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PLOTTED FROM EXISTING AVAILABLE RECORDS <br />OBTAINED FROM THE UTILITY COMPANIES. NEITHER THE OWNER NOR THE CONSULTING ENGINEER <br />SHALL BE HELD RESPONSIBLE FOR THE ACCURACY OF SUCH RECORDS AND DO NOT GUARANTEE THAT <br />ALL UNDERGROUND FACILITIES ARE LOCATED PRECISELY AS SHOWN. PRIOR TO BEGINNING <br />CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN WITH ALL <br />UTILITY COMPANIES THE FIELD LOCATION OF THEIR UNDERGROUND FACILITIES. ALL KNOWN <br />OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED <br />WORK AT LEAST 48 HOURS PRIOR TO START OF ACTUAL EXCAVATION. <br />7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPOSIBILITY/F�R 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 CIVIL ENGINEER THE OWNER AND THE ENGINEER HARMLESS FROM <br />ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK <br />ON THIS PROJECT. <br />8. CONTRACTOR SHALL GIVE CONSULTING ENGINEER A MINIMUM OF 48 HOUR NOTIFICATION PRIOR TO <br />ANY AND ALL STAKING INCLUDING UTILITIES. <br />9. CONTRACTOR SHALL INSPECT SITE PRIOR TO BIDDING. <br />10. UPON COMPLETION OF BACKFILL, PRIOR TO PAVING, THE ENGINEER MAY INSPECT THE <br />STORM DRAIN AND SANITARY SEWER LINES WITH CLOSED CIRCUIT TELEVISION EQUIPMENT. <br />DEFECTIVE WORK SHALL BE REPAIRED BY THE CONTRACTOR IN A METHOD APPROVED BY THE COUNTY <br />PRIOR TO FINAL PAVING. TELEVISION LOGS WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR <br />REVIEW. <br />11. PAVEMENT WHICH IS TO BE REMOVED SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE AS SHOWN ON <br />STRUCTURAL SECTION DETAIL. <br />12. ALL MANHOLE RIMS, DROP INLET GRATES, SANITARY SEWER CLEANOUT, WATER VALVE BOX AND <br />SURVEY MONUMENT COVERS SHALL BE ADJUSTED TO FINISH GRADE TO MATCH THE CROSS SLOPE. <br />13. APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR PREVENTION OF A DUST <br />NUISANCE, AT THE CONTRACTOR'S EXPENSE. <br />14. 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 CONSULTING ENGINEER OF HIS RESULTS. IT IS THE <br />CONTRACTOR'S RESPONSIBILITY TC INSURE THAT THE EARTHWORK WILL BALANCE ONSITE. EXCESS <br />OF DIRT SHALL BE DISTRIBUTED EVENLY ON ALL LOPS. AFTER GRADING PLAN HAS BEEN REVISED <br />TO ENSURE PROPER DRAINAGE. <br />15. TRAFFIC CONTROL ON NORTH HIGHWAY 99 AND HILDRETH LANE SHALL BE MAINTAINED DURING THE <br />TIME OF CONSTRUCTION. <br />IMPROVEMENT <br />TRACT NO <br />JOHNATHON <br />PLANS FOR <br />. 2057 <br />ESTATES <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DILLON ENGINEERING <br />ENGINEERING PLANNING SURVEYING <br />8 South Hutchins Street <br />Lodi, Cdlifomia 95240 <br />(209) 334-6613 <br />NCH"i <br />S.G <br />S Mlbracus na. g <br />- m Waller Bat prive <br />�+ <br />Dr. g <br />& MDRADA <br />Q I� hlia Da SCI DOL <br />Drive <br />Utt <br />Road <br />4. <br />O <br />Dr. <br />Greek Adiley- �ne <br />w R.md.n w _ v o <br />Brou ton <br />Dr. oN Ave. <br />LANE d a <br />5 t• . Mooch <br />MORADA LANE �. MORADA 'p,_ <br />. t 2 ZworwalSt rvanv .4 .. ,P. I �PPr•Nome <br />cou Aanrh Prrk � <br />--grimn Dr.- Valmora Drive e 5 C4Y e I I SITE ^ �arwo d <br />Fitzpatrick Fleet • wood m G Westmore Ava. 'o Sp y i � ¢ > DAVIS "Woo <br />P Ln. Oak w <br />rl ; rlMr o-. Millwood <br />R Ct. c Ln. <br />CirCt. S' $h.lfiNd o Rin and d _ P rin o . <br />---- -' <br />Pros actor „ � Dr.- = G ve. <br />y oyer Fln OWL 21 J e = S 2 <br />IT.cotrh Cir. c O 1 Wrangler �.Y G Mhdelwood r. Q _ S 6 � M■ Hil rnh <br />D m J ySTDa1Rd2NRlef o m <br />Ukalr Dr. 3. C C v _H <br />Wve �Adah c r <br />23 "- b.„ Holly"�/ c <br />� Fox <br />_ / p p 9 <br />PARXI ANE S[Ie 8kS !. - SY.nM ia1n L—...�/ �p Ship <br />udson Dr:- m'ktN. mPR u - Avenue Pyrenees Ave. j ' <br />n ``-'t. Lenore Dr m�u Francon Fre ee <br />_ r peas Nur Dr. g , „ > o <br />Gnekow .� c <br />a. a G c >• a zed W `m c <br />r h �� 1 o` %� �M-t -i2 K'YS gNru u I \i Q � q m f e u <br />RK Falilrook `�1 -0 LL c u <br />'e\ E<s 1 a\�9�` � R Cir. 5 m J <br />Monuubn � „' <br />VICINITY MAP <br />4 <br />EIGHT <br />_'' MILE ¢ ROAD ¢ I <br />IGHT MILE AD <br />S TA <br />NTS <br />DMH <br />STORM DRAIN MANHOL•L <br />PT <br />POINT <br />PRC <br />POINT OF REVERSE CURVE <br />1 <br />d <br />I <br />DI <br />DRAIN INLET <br />I <br />COVER SHEET <br />EC <br />t7 [ <br />INV, <br />INVERT <br />2. <br />EXISTIrIr') T ,PO <br />GRk, 0 <br />r�L;-n <br />HP <br />HIGH POINT <br />PLAN PROFILE <br />TOP OF CURB ' A C <br />CL <br />3. <br />BLATT COURT <br />MORADA <br />TYP. <br />TYPICAL <br />DIA. <br />4. <br />HILDRETH LANE, <br />STI'`\ <br />20-1-00 <br />TO <br />30+00 <br />5. <br />HILDRETH LANE. <br />STA <br />NCH"i <br />S.G <br />S Mlbracus na. g <br />- m Waller Bat prive <br />�+ <br />Dr. g <br />& MDRADA <br />Q I� hlia Da SCI DOL <br />Drive <br />Utt <br />Road <br />4. <br />O <br />Dr. <br />Greek Adiley- �ne <br />w R.md.n w _ v o <br />Brou ton <br />Dr. oN Ave. <br />LANE d a <br />5 t• . Mooch <br />MORADA LANE �. MORADA 'p,_ <br />. t 2 ZworwalSt rvanv .4 .. ,P. I �PPr•Nome <br />cou Aanrh Prrk � <br />--grimn Dr.- Valmora Drive e 5 C4Y e I I SITE ^ �arwo d <br />Fitzpatrick Fleet • wood m G Westmore Ava. 'o Sp y i � ¢ > DAVIS "Woo <br />P Ln. Oak w <br />rl ; rlMr o-. Millwood <br />R Ct. c Ln. <br />CirCt. S' $h.lfiNd o Rin and d _ P rin o . <br />---- -' <br />Pros actor „ � Dr.- = G ve. <br />y oyer Fln OWL 21 J e = S 2 <br />IT.cotrh Cir. c O 1 Wrangler �.Y G Mhdelwood r. Q _ S 6 � M■ Hil rnh <br />D m J ySTDa1Rd2NRlef o m <br />Ukalr Dr. 3. C C v _H <br />Wve �Adah c r <br />23 "- b.„ Holly"�/ c <br />� Fox <br />_ / p p 9 <br />PARXI ANE S[Ie 8kS !. - SY.nM ia1n L—...�/ �p Ship <br />udson Dr:- m'ktN. mPR u - Avenue Pyrenees Ave. j ' <br />n ``-'t. Lenore Dr m�u Francon Fre ee <br />_ r peas Nur Dr. g , „ > o <br />Gnekow .� c <br />a. a G c >• a zed W `m c <br />r h �� 1 o` %� �M-t -i2 K'YS gNru u I \i Q � q m f e u <br />RK Falilrook `�1 -0 LL c u <br />'e\ E<s 1 a\�9�` � R Cir. 5 m J <br />Monuubn � „' <br />VICINITY MAP <br />D <br />STORM DRAIN <br />FL <br />FLOW LINE <br />S TA <br />NTS <br />DMH <br />STORM DRAIN MANHOL•L <br />PT <br />POINT <br />PRC <br />POINT OF REVERSE CURVE <br />SN Lc-- ET 1 ��JD---'X- <br />XI. <br />BEGINNING OF -CURVE <br />DI <br />DRAIN INLET <br />I <br />COVER SHEET <br />EC <br />END OF CURVE <br />INV, <br />INVERT <br />2. <br />EXISTIrIr') T ,PO <br />GRk, 0 <br />r�L;-n <br />HP <br />HIGH POINT <br />PLAN PROFILE <br />TOP OF CURB ' A C <br />CL <br />3. <br />BLATT COURT <br />SLOPE <br />TYP. <br />TYPICAL <br />DIA. <br />4. <br />HILDRETH LANE, <br />STI'`\ <br />20-1-00 <br />TO <br />30+00 <br />5. <br />HILDRETH LANE. <br />STA <br />30+00 <br />TO <br />40+00 <br />S, <br />HILDRETH LANE, <br />STA <br />40+00 <br />TO <br />44+24 <br />7. <br />FRONTAGE ROAD,STA <br />RIGHT-,--OF-WAY <br />43+00 <br />TO <br />74+00 <br />�- <br />12-31-59 g m <br />N& <br />�vv,-� Azl'/ <br />REV. NO. DESCRIPVON <br />LI\ A47 151JI .Zr <br />LEGEND <br />D <br />STORM DRAIN <br />FL <br />FLOW LINE <br />S TA <br />STA TION <br />DMH <br />STORM DRAIN MANHOL•L <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 />LP <br />LOW POINT <br />HP <br />HIGH POINT <br />TC <br />TOP OF CURB ' A C <br />CL <br />CEN I-ERLINE <br />S <br />SLOPE <br />TYP. <br />TYPICAL <br />DIA. <br />DIAMETER <br />A. B. <br />A GGREGA I -E BASE <br />MIN. <br />MINIMUM <br />EP <br />EDGE OF PA VEMEN T <br />EL. <br />ELEVATION <br />p <br />MONUMENT DOX <br />+50.0 <br />ELEVATION <br />• <br />PROPERTY CORNERS <br />FINISH GRADE ELEVATION <br />RC <br />RELATIVE COMPACTION <br />R/W <br />RIGHT-,--OF-WAY <br />F� <br />PROPERTY LINE <br />NEW PAVEMENT <br />SERVICES <br />WATER <br />DOMIESTIC WELL <br />SEWER <br />SEPTIC SYSTEM <br />STORM <br />TERMINAL SYSTEM <br />ELECTRICAL <br />P. G. & E <br />NATURAL GAS <br />P. G. & E. <br />TELEPHONE <br />PACIFIC BELL <br />DILLON ENGINEERING <br />ENGINEERING PLANNING SURVEYING <br />8 South Hutchins Street <br />Lodi, California 95240 <br />(209) 334-6613 <br />I JOHNA THON ESTATES I <br />IMPROVEMENT PLANS <br />COVER SHEET <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DATE SCALE: AS SHOWN APPROVED BY SHEET <br />IIOFI� DESIGNED BY: I <br />DRAWN BY: J N1 OF OF 7SHEETS <br />CHECKED BY: t---`( DIRECTOR OF PUBLIC WORKS JOB N0. <br />SAN JOAQUIN COUNTY CALIF. 8611 <br />AS BUILT BY: JM DATE <br />i <br />