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<br />QROFESSt0,y�
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<br />f4e.lgilY
<br />Biwp.11�1.93
<br />T
<br />N07Fs :
<br />ilackrill with aolaiol. peal to or
<br />twitter theinm�H ing�powmn:nt 1'911 mart shall conform to these plans and any special provisions far -
<br />am law. .nor bus 1' thicker loan exatig this project.
<br />pownanl. minills ee t' ti4 mum of 0.kw 25 IM.
<br />Nn lawn ethan 2. The existing underground utilities were plotted fro available
<br />awaiting Gone, minimm uo/ 0.5 feet.
<br />records. The Contractor shall be responsible for contacting all
<br />Existing Powment utility agencies to mark their facilities in the field before any
<br />IT") excavation. The Contractor shall notify and coordinate all work
<br />M ,r ,, with any agency requiring removal or relocation of their utilities.
<br />3'-c k,.r, t. a a:n. 3� a• U.S.A. (W) 02-2444.
<br />oleo.. aerallew a
<br />----- «f9 re. -------- ora omen 3. All water ninth shall have a minimum corer of 301.
<br />---------- Sox oul�ae Nwuneets. ---------
<br />rodabl. ----_- CompoN in 24' ma.. 4. Yater used is any phase of construction, such as backfill cempKtial
<br />o. = of W&.«ha D.,r dust control, testing or other cork herein required, shall be
<br />O.D./2 Fa;pomm.=c included in the unit price or lump sum bid for the respective item of
<br />1e, thin. D.D. ,D' win. 1(r uia. D.D. 1lf thin. construction.
<br />D.D. D.D. 5. Contractor agrees that he shall assume sole and complete
<br />2D- 1.a. 20Mia. responsibility for job site wnditions during the course of
<br />construction of this project, including safety for all persons and
<br />RIGID CONDUIT FLEXIBLE CONDUIT - propertyl that this requirement shall apply continuously and not be
<br />limited to porsal working hours and that Contractor shall defend,
<br />NOTES: indemnify, and hold the Owner, County and the Engineer harmless from
<br />1. Relative compectlon of materials snap Ge tested in accarmaae with any and all Ilmbility, real or al ledged, in connection with the
<br />the Stale of Calif.. Dept. of Tr..."dation T.etirg Manual.. tall performance of work on this project, excepting for liability arising
<br />methm No. California 215 or 231.
<br />2. MI existing pavement Shall W nptly cut to line prior to trench excaetler. from the sole negligence of the Duper or the Engineer.
<br />3. Jetting or pondnq will be permlltsd within the street Right or Way with
<br />a 3 yen, hand. 6. Contractor shall be responsible for notifying and co -coordinate all
<br />.. M. .hewn b1 sok conspoation and campaclabifdy� ninety percent (90x)
<br />compaction may to asset. whin approeel by the 0rector a pmua work,. work with any agency requiring removal or relocation of utilities,
<br />5. Special Ge lding rpuire,mmb may W shown on the para or egcifiee in
<br />Special proenowns. such as Pacific Bell, P. D. 6 E., etc.
<br />T. All off-site ester lines shall be pressure tested, disinfected,
<br />flushed and tested for bacteria in conformance with the San Joaquin
<br />TYPICAL TRENCH BACKFILL County health Code Requirements prior to connecting to existing mater
<br />I ilia.
<br />B. Contractor shall visit site prior to bidding. Specifications are a
<br />separate document.
<br />9. All work will be required to be inspected by the Department of Public
<br />Edgar or Yorks. They dill be notified not less than 24 hours in advance of
<br />comaencowt of work.
<br />i e rpoew"C.nt 10. It is agreed that fitid conditions may require changes to theme
<br />i I T plans. It is further agreed that the Director of Public Yorks say
<br />-� require changes, alterations or additions to these plans, when the
<br />I
<br />.• Director deer them to be necessary or desirable for the proper
<br />i g. completion of the work, provided that such changes, alterations or
<br />ea. ae.a w pawm.nt NWke additions shall not exceed 101 of the original estimate of the cat
<br />PUN VIEW R/W for the improvements without prior approval of the surety.
<br />�1anv0N I V 1). Prior to performing any work 18 MAZE ROAD, the Contractor shall-
<br />! Vme box, fra..e and w obtain in Encroachment Permit from the San Joaquin County Department
<br />I new, to Stanford Crawwa &.rt -oaf
<br />Na. W-.. of Public Yorks.
<br />i r mow gnwf w joint
<br />i 19- Any changes ton the approved Improvement Plans and Specifications mist
<br />Alkatew noun I � be prepared and certified by the 'Civil Engineers and shall be
<br />block rete approved by the 'Directors prior to implementation.
<br />orwnprCone. uvuel block
<br />ehr I. standard
<br />cora. 11Wet Dlowlg No. w-5 1 11
<br />block Ma to
<br />Stondad Drawing (.Wn9.dl by n -ale, odopla,
<br />pep. W-5.
<br />neral W 90.
<br />4 by
<br />NOTES? Tifco Non t« or peal
<br />1. rn Mdrante Yell a plecee .0 pamper, ouwt facing d'vamy towards
<br />lwe shawl.
<br />2. Per hydrants ohm a cMa, anal Ines a conceew.
<br />3. t -n hydrants to w Mrrican gaining aedM 11-62e, twang assn aural 615.
<br />Jmre Jars J-4060. Deeper M t N style 229 'reliant . wuwalar 'Cmturb.f
<br />or 'Modal Caaaien'. ar cpanovea fe'd with (2)2 1/r t (1N' outlets.
<br />Dry banal In IM Stockton ares: (2)2 1/r t 1 1/r .e Garro in olMr
<br />eras m arrowed by ell fin cher.
<br />4. Ale hydrants thele be painted OSIU welety inane W ea approved by flue
<br />Iw Ger.ct
<br />FIRE HYDRANT
<br />5. Break off check valve,Lbng Beach Iron Works, model LB 400 or approved equal.
<br />Short R/w
<br />p, twtel 9d on
<br />m meta Goon
<br />UGrowl
<br />;SA.anriw .Cyon
<br />Bottom a Ditch Chdwly 812 Gox, a
<br />(if ape') or!quol meta
<br />y' step
<br />R Sires. lire
<br />1 3/4" Min. Sii.
<br />train
<br />Adaptor 25/ <kwr6' Fleeter with
<br />stop apart
<br />2C mr comm. Debw botom
<br />SerAce clamp of ditch(it any)
<br />LZ Strome)
<br />NOTES:
<br />1. Service, kne mpterial whole be type k copper, polyetlryla.
<br />WW
<br />2. orleep prey 1 I//{' I.D. ewipe fhm be Who high
<br />�m.ler..dW w. oar e'r." paywlMa.e pe m.nN.thrrew by
<br />Oranw W poi a app.awd earl with nwwrwwn
<br />3. plppic pipe for or 716.00. warren. ,hell a pe 2110
<br />.e, or "amid quoi with noriwa.m pnssws
<br />rating of 160 pel.
<br />4. cayorat app al.m 0.e, ewpaelron mid. llreom.
<br />5. MqM .pp Nd hpw wp:w1 lust of bck .inpw.
<br />]. M �Ie,0W91,011 W . hole mall W mid.
<br />e. w..wea k.to-W rnlawyneque,d by ell County.
<br />Rungs wpm ar/aa to ASTM
<br />e.vr..nD 2239.
<br />9. Wlw wall one precision Wla Inc. mall pope Sam entre with alfaclmant connlecta Speeds
<br />10. lockable cN%plion cook .A w.cwde ell meter ape .olio
<br />slop ,ill M n tM ca.fww of tM .ata box.
<br />WATER SERVICE
<br />17. NON MF7A21IC SFRVICFS SNA11 RAVE A 0/0
<br />6AU6E SWID,8ARE, 44f7 DRAWN COPPER WIRE
<br />1A/D ALONG ME SERVICE ZINE, AND
<br />ACCESS181E /N IRE MErFR ROX.
<br />- woe irn, v (e1 rawer)
<br />• � ssebewfwpe�
<br />FOR ALL STREET
<br />LOCATIONS
<br />r 141/. hr.{
<br />z awphnll wnerab 11 I/a' S/6' I rkiMd *pads
<br />le C L
<br />>r
<br />FOR OFF STREET
<br />• LOCATIONS
<br />Caere. sanew te ae
<br />E.bnrdom 2„ arpun0 vale bac.
<br />ca . hose not
<br />NOTES: Voliewe No. 10 Bare soft drawn copper wire
<br />along all nonmetallic pipe.
<br />1. rale bpe awe V all a Certify 1a. G-5. _
<br />&apb lip. I R T orelle one 9nowat . TT, or fwual.
<br />2. malls ire SSSwellingrpedar.qqs ape� naw
<br />3. Eee,n. wnM W s aaa.loeturad b New
<br />Yplaw We supplied W pipe a caecl Mae caw
<br />b uwm.
<br />VALVE BOX
<br />N0, I DATE REVISIONS BY I DESIGN 1: P. DRAWN BY R.1. S. APPROVED BY: Henry M. Hirata RCE No. 21258 B A U M B A C H & PIAZZA I M P R O V E MF/V Y Pit AN SHEET , OF
<br />19 CIVIL ENGINEERS X1LF ROAD W�4?ZFR L1/VFRtrENS70N JOB NO 9192
<br />SURVEYORS
<br />SUeM! t'FD 323 W. ELM 6T. LODI p CALIF. FILE
<br />J I DI OF PUBLIC WORKS 66240 PH: 208-388-68'18
<br />R.C.E. /9 6. 8 DATE % -fib - 5;1 NO.
<br />46-1001
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