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ROAD IMPROVEMENT PLANS FOR COUNTRY, AMERIGO & SAYRE RDS <br />Ser 0.d. IT.I N. R.7 •�$ Is i n le 4 u <br />T.7 N. R.B E. Is I_ <br />0it <br />O- fn '95 ,f 1 1 j 1 j Cq RMIN ON <br />C\ark pr. '"-tor '� "�-j'�\ �•itde John' � 1 a: C.rrek m j sen, <br />A$OD M �/ _ O t9 I t0\ AA1 J>+. I`�_.��i�.� �21 1,.. Tj { F. <br />e,te19 Fyaripota..: ¢ .. nI ..i 1 Ad c QTI. <br />rt M---- - -1'- l Little John <br />Arch DJ 12 o OLL'EGEVIL"C a o Rd. •'• •o V, <br />cOLLEGEVILLEi .a ¢ t al d' E <br />Sunn j.-.-.:.. >' Tc 'a sc�r. a9 o?d' Is K d7&. �caPc o as{ u 3] >a <br />NORTHERNCAU <br />)CKTO ¢ ]e lYr �iawne'n Z [ Rda tor, •g Gawnc <br />ETRO 00 v:. VOUTH]s 9 ftii., TO,oI ]2 - L 1.-..."� <br />RPviT LL-_CENTER"'y ore I _ P,r9..1_.---_..-_-'tLr•- faY_ 71TE <br />7T fp - JJJ <br />! •� Ver On J9 . C Ore -_ <br />... to Rd. 'F j / orms Rmu .1 <br />•w -'a ] 2^J' F e T'T • oc Forms Rd t a ^.15 <br />R ER Q RdJ+ q Wildw' d Rd ° <br />i n e f e o 3 10 it ��, <br />fie 9�kcr Dodds c <br />_ h 1 <br />Rc <br />I uli nph, <br />1 Ie `Of�4 d. J�... T _ -/ -I 99 c f i �, o Do <br />11 ern ..°. x T�•9 C•ra 18' 1 :_✓ n 15 1 IS o z t3 <br />9 <br />s_ j _ �D j { n <br />-- ' Ave a Rd. ---_- O ze <br />a-- - Y- _�_ _.. <br />uNorthla d Rdo O1- 'FIVEj ti' " T.� 5. IR', j '3 Ts <br />Il)Wlf. T V d• S CC al. IO K <br />b �.. ` 1 22 20 SsfRoad AV �..�. rH9 ERJ Lone Tree K i9 <br />It 0 as seH j Creek .i. ^953 <br />PIa a Southland Rd. Rd! ate zs j / c c <br />lose h e I IA ]0 a z7 :1t'� 7�' 10 ;; o Mm, <br />P 0 27 umwalt Blac more <br />1 V Louise! Ave. ar ' .. <br />Louise Ave• ars A' Arthur m` <br />ICA MUN " c `o -- Rd- V - -- w MP <br />OU RSE ]1 o` { a l� L' ENzeee.n <br />p� ]3 a laane Rd. at o P.1 Rd. SAS Buihk Ln � - �1 MfI <br />A 'i1 x Cgglc .17�. ¢ a ] Rd. r; le 7 roW 1 <br />3 Rd: <br />osemite Ave. <br />O-...I_...�-. <br />VICINITY MAP <br />NO Scp,LE <br />e - t1 CCT % <br />C kituMT <br />C,tZ.oSSING- <br />lst-3o <br />SCALE: 1 'I = 200 5 <br />GENERAL NOTES <br />Dockfill with materials equal to or <br />better than the existing pavement <br />1. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR in Quality and thickness. <br />JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS Existing pavement <br />PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT ^' ' <br />THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO o� 5 Compact in 12' max.loyers <br />NORMAL WORKING HOURS AND THAT CONTRACTOR SHALL DEFEND, I 6"Min. �to omin. relative compactor, <br />INDEMNIFY, AND HOLD THE OWNER, AND ENGINEER I (Typ.) ' of 951/611nder pavement and <br />ShoulHARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN _ _ outsiders,oldrs. <br />outside shoulders. - <br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. - <br />9 - <br />Compact in 24"max layers <br />2. PRIOR TO PERFORMING ANY WORK WITHIN THE ROAD RIGHT-OF-WAY, THE >= 3 to o minimum <br />CONTRACTOR SHALL OBTAIN A ENCROACHMENT PERMIT FROM THE SAN o- relative compaction o- <br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS. a of 65%. <br />0- -} Compact it 6" layers <br />to a minimum <br />3. CONTRACTOR SHALL OBTAIN A GRADING PERMIT FORM THE SAN JOAQUIN 10" 0.D. 10' Io" o. D. nm <br />COUNTY BUILDING DIVISION. M Min. relative compaction Min Mi, <br />1 <br />O. D.r 20" Min. d 90 0. D.r 2o' Min. <br />4. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE "MANUAL OF <br />UNIFORM TRAFFIC CONTROL DEVICES\ AHO_ SAN .30AQQlt•l GCOHT`/ 5TAND41ZOS. RIGID CONDUIT FLEXIBLE CONDUIT <br />5. ALL COMPACTION TESTS, AND MATERIAL SAMPLING AND TESTING SHALL <br />BE THE RESPONSIBILITY OF THE DEVELOPER. <br />6. ANY CHANGES ON THE APPROVED IMPROVEMENT PLANS AND NOTES; <br />SPECIFICATIONS MUST BE PREPARED AND CERTIFIED BY THE "CIVIL L Relative compaction of materials shelf be tested by the state of California, <br />ENGINEER" AND SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC <br />Dept. of Transportation Testing Manual, lest method No. prior <br />trench <br />x231. <br />ex <br />ENGINEER", 2. All existing pavement shall be neatly cul to line Prior la trench excavation. <br />WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION. 3. Jetting w powirq will be permitted within the stmt Right of Way with 3 year bored <br />4.'% When shown by wit composition and compociibility, ninety percent (90%) <br />7. NO SERVICES ARE REQUIRED FOR THESE ROAD IMPROVEMENTS. compaction may be used, when oppruved by the Director of Pudic Works. <br />8. ALL t>RIVEWAYS OVER ISO FEET LONG' SHALL BE 20 FEET <br />WIDE ALL WEATHEr, WITH ADEQUATE TURN AROUND. <br />CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE <br />RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE <br />OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL <br />PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY <br />CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND <br />THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD <br />HARMLESS, THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS, <br />OFFICERS EMPLOYEES AND AGENTS FROM ANY AND ALL CLAIMS <br />TYPICAL TRENCH BACKFILL <br />APPROVED BY <br />]NxwN er vo:cn„ COUNTY OF SAN JOAOU <br />SCALE HONE IN " - iiiie <br />CAL ONZ co NDEPARTh1ENT OF PUBLIC WORKS STANDARD NO. A-7 <br />Z <br />T <br />vrrc-il (TYP) <br />( 1' pfaf3' MIN) <br />1'12:I MAX --Logy <br />COUNTRY ROAD <br />STA 21Gb Ta 5,cA 932-1•1118 <br />-4 <br />I 4?t2 %G'eXk,1,T Aa I ?Z' 4/ <br />-Z% Bio <br />W/ Z"ADD. A 0 <br />ADDfil0lWL 9"Ag <br />?rC¢ 20' �iT ��•ION <br />COUNTRY ROAD <br />eTA ota> To STA 2+n0 <br />o'- <br />r1Ca' <br />0 <br />EXIST- C+" A•Py W/ S"APD. A0 <br />ADorlorwL 0AV, <br />�TJQ20'��T• �F1.TION - <br />NOrE: AAfZeI60 RD. ANO C00&riPY.PO. ARC NOT TO B.E 4C(feR7 0 <br />FOR MA/NTTENsENCE Z/NT/L THEY IqRC W1,0,C1VE0 TO As*,CZT <br />77-1,6 MIN. SAN ,,7d40U/N CGYINTY STANDARDS FO.P 1-,4,eAf <br />0,? ESTATE TYPE S'TRE67-'. <br />w N0. 14,269 <br />D�1 ExF 3-31-4e <br />AMERIGO ROAD <br />e -r 1 04CO TO 3-1-69.12 <br />R/W �, F. /W <br />20' <br />1'2 / I .Z e2' <br />AMERIGO ROAD <br />GiTA 3+69 • i'L +0 12+Z4 . o'L <br />I WE <br />4-0 ITP 22+ r�4 -74- <br />50' <br />' z <br />fy _ • e <br />1 <br />BoReow trc4{ 1N 25' Wv✓ SEGT10M6P. offt-y> <br />11/m'. I r AX SYS?E <br />COUNTRY ROAD <br />CITA 9+2z •9e TO I&* CP2 •27 <br />IF/W <z-, 7 -/vi -� <br />(TYP) (1'DF.EY 'Ml,w) <br />1'/L : t riiAX SL049e <br />SAYRE ROAD <br />rz/w 4 R/W <br />45 <br />2 25 20' <br />torA13 �xi�T nrr�+4 <br />T> P �i' PFFFP W\ IN� <br />1`1L:1 MAX <br />Folz A MEP-I&O �a- <br />GOU <br />Iz' VA! -UV = A�iLJMff-b c�f, <br />T, 1. 4-0 ( Lo<fA q - i <br />6t = 0.00 32 X 4.0 n (100-G) = 1.22 <br />2'/a'AL, X 2.5 = Co•z5, <br />0�' /k 13 x 1. } = 8•ad u <br />IS•��y = ).25� <br />12 <br />TYPICAL ROAD SECTIONS <br />NO Sew -_E <br />esesto 0 ON OISM NO. 100011 C"Aew INT <br />, <br />COSTS OF LITIGATION, DAMAGES, AND ATTORNEY'S FEES, WHICH ARE 1FV` <br />CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS PROJECT. <br />APPROVED �- 19112 <br />APPROVED 19 l/ <br />REVISIONS <br />n WONG ENGINEERS INC. <br />JOB. NO. 2528 <br />SAN JOAQUIN COUNTY, <br />ORMONDE DEVELOPMENT <br />SHEET <br />DATE AUGUST 1989 <br />NO. <br />DESCRIPTION <br />DATE <br />BY <br />CALIFORNIA <br />1 <br />SCALE HORI2 <br />PLANNING 9 • SURVEYING <br />ROAD IMPROVEMENT PLANS FOR <br />u STOCKTON, CALIFORNIEERING <br />SCALE VERT <br />DRAWN HAL <br />OF <br />• R.C.E. NO. 14269 <br />COUNTRY, AMERIGO AND SAYRE ROADS <br />SAN JOAQUIN COUNTY FIRE WARDEN <br />HENRY M. HIRATA.VDIRECTOR OF PUBLIC WORKS <br />DESIGN WE <br />CHECK <br />m <br />SAN JOAQUIN COUNTY R.C.E. 21258 <br />FILE <br />esesto 0 ON OISM NO. 100011 C"Aew INT <br />, <br />