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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 />,
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