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GOVER_xl`uZcTGrfiTSTALLATIONOFSfJ35DR�'.A.CESTRFiCTU-RESAA'DPIPELLNEST3IldrCOt7NTYRpfil1 $G$F$-OFi.LY
<br />PUBLIC C()N VEN-MNCF.l ND SAE—
<br />ply-A-
<br />Before obssuciinganypxiyata dayeway enfrance or CountyroadfiaveTedway mlh atrench, soolbank, equipment or otherbarrierpemuttadz"or any
<br />proIonge-cipfnmff o&time, of iberespcDdvethesougbfaiz(s) invol4ed, and shalCproYide access forveIuculzrand
<br />pedesbfm tams to apd from the road
<br />1. Unless otherwise permitted, aUworksba➢be conducted in suchamannex ffiat no less{han cnelane effLz e„isfing Comtryyroadtraael8d WaywifI
<br />be maintained open topublic freffG duringworidng hours in a smooth_and safe riding ooadrion(s). Two panes sla be open afrer work�ghovr.
<br />2. In cases where road ciosure is perniLLed, thapemim!M to elosethe roadwilibe granted under,rlae condifion thattlre Pe�itice nut -ED
<br />the
<br />follnwing nesDm auVar c_,encies ofihMofime, the period of olosnre, and -die detonrrosm atIeesL tytenry-four (24) hums prior tosaid road cIoamn.
<br />R- The CDMtcofSan7oaquiaPublic Works Deperhnent A The localfre district
<br />b. line County of San7oaquin8heri£fs Off Do e, Thelocalschool distinct
<br />G. she local postal service f ',Ibelocalresl`dentsnvolved
<br />B. Sbomld hazudors conditions rol,%7c to thDinstallcdmoperetionsw=antdadomen, as many capable flaguen as may be necessary shall be pmvidedbytbe
<br />• permii.`u=e end striionedia advance oiwork;m wain and directtraffic.
<br />.C. bights, signs and barriczds shaIl be numished, ercetad and mzinfained by the Penniueemr'ue adequatM'warningand convenience ofthe publiq widt
<br />parlicn E afteniion to be fallen in this regard a$=_r dark
<br />D.. Any excess dirt and/or debris winch might be ahaiard to either automobile of pedestdantra§o, pnconhollafile by&this, signs and baalmdes, shall be
<br />- , removed from tha jobsitn daily. ,
<br />A Walls ofstructmzs shaiTbe such qualiip o<'rd streagththatffieywrll resist all pressures and willnotcrackorbe defmmedia suchawayas to cremoahmard
<br />• ormaurienance problem a{eny time. T-Fieefore, the minimum structural requhcmer„'s nor cmcmm pipe placedumder county road rights-of-way slraki
<br />confomn to rhe`foIlowingAmericaaAssociation ofStafzTigIMV andhansportafau Oiflclals (AASLLTO) designTions.
<br />1. For coo cretepipe IT tr aadincludingthirty--three iuches(9T)msidedianeter, exaastrzng<h concrete coafemring to AA=0 DesignmionM
<br />S701Vi
<br />•-2. For eeneretepipeslrty-okincbes(36') hold. diameter andlargn> minfaceDd conerete pipe confotmmgro A-AEFFTO Des!gmfion Ml70M CIasc
<br />3. PIasdepipe ccruorming'io AASJTODesign�on M244.
<br />B. .vll concrete pine joint tMith Countymadrigh�-of-way shaII be sealed a��ainsf Iealc2ge and/orinn"luaiioawi�b robber gasket s com'oaaance with Szciiea
<br />65-1:06o{the Cniiioruia Standard Specie"cations, or with othermethods as may bepermitieduadertLe Special Provisions. '
<br />C. Castin_Vlace concrete pipe,tMimed claypipe, spiral welded steel pipe, or Denngated alannaum aflbypipe shall not be insiaRedvnd,ibeL'muaty road
<br />rifts -or" --way isles speci5cally so srafed infhe Special Proyisiong-al*donly underthe condifrons as provided ,
<br />D: AIl sfrncfrnes Io be'npded withiaffie Cormiy rights -of --way shafI6e se{ atsuch elepafrons as.to clow ndnimum cwvzrage oftpity inches (30') to tfie
<br />centerline ofthe roadw¢ys and twelve inches (I2� atthe bottoms of honrow drefies each side ofphe roadways. The depths of slmcteres shaII be established
<br />below a$ plane emending across therights-of-nay, no part ofwluch shaIl D -lend above {Le eleya±ions sraied aSaoVe; manholes, larnpholes,valvm, etc, not
<br />inclndad Fra'm'e surface elevatidns strati be anticipaiedas nearly as possible and s[mcturc eleva5ons shall be estab5shed Nrfnh:re adjirsimen accordingly.
<br />E. The Countphe¢byrzseryes the ri,;ntto spec;,-jmtbe SpecialPmVisions fire gage and surface',-rennneai or"any galYanied cosagaicd metalpipe thaiis to be
<br />installed -
<br />F. All longltnd+nal uliliyfacilities are to be establisfied fond dimensioned on sketches) firm surveyed centerline ofrnadright-of-wn, not fromright-oT Way
<br />(border) tines. ,
<br />REP -AM OF THE COTJ=RIGBT-OF-VTAX:
<br />A- AL excavations shall be backn"Iled end comcacted immedi�elp a, erworlctherein fins been completed.
<br />B. Trenched shall not be let open fariherthaa 300 feet in advance ofpipe laying operfions, or200 feette the reartherzoi; nnless othexwueper - Ddby the
<br />Engineer.
<br />C.Unless ofUer-wisepennitfed undc-rffie SpeciaiProvisions, bacL�1shall bopIaced and mechanieaIly compacted insvch amanner that i-herelafiye compac¢on
<br />throngb out the entire fsI Within the County mad rig4t-Df-way shall confomto the pe obilta es of compaction as shown mthe Trench detail.
<br />D. BackfiII material shaII bepIacedinboraoaiai twiintro layers aorto exceed is thickness, before eompaciion, 0,67 noetin the beddingregioti, one foot where
<br />90%compaciionis regrrued, and tvro ieetwfiere 80%compperion is reggired '
<br />E. No portion of the excavafron(s)sball-be compacted bypondmg orjetdagunless amamtenance bond is provided
<br />F. Gravel hackfiilmatenaI shall be rrdlized only where specifically so stated on the *ace ofthepesif It shaU be compacted hp means of ahigh iregnency
<br />infemal vibrator,the compacta to be a sitz and type approved by the Engineer. Point ofcomgaction shall not be graafMr loan 18" centers and fo thefuil
<br />depfir of the Et
<br />G All pavemenm,Curbs, goers, sidewalks, b'omow rIitches,pipes,headwalls, read signs,frzes, shrabbery and/or otherpeffianeatroad facilities impaired by
<br />or as a result of constmction operations atfIte conshucilon sites) occupied by materials az+ d/or equiprmen; shaII be restored immediately upon hac�mlLag of
<br />ffie eKcavaaoa fo the orie:-n.al glades and cross actions, and to a condifion as wod as, or better u'4an existing prior do conshnction
<br />F_ A l suu5a ingmateriaks ofmadways and driveway approaches cut or damaged by or as aresuit of corrsfnrcL+on operations, shaIl be replaced rinia'ONE
<br />WEEK following the bank HW:ug of neeavauon, Weafherpermitting with compacted layer ofsurfacingmar pais atleast as Ncl as rhe exisdug, andno less
<br />. than two inches (2') of asphalt concrete aver six inches (6') of aggregate base, both as sj=ifEd below. .
<br />-.` Asphalt Concrete: Combined mineral aggregate shall connorm to the qua[iry tied gradation rzgrrirements for.ype `B"'one--half inch(I/2)
<br />ma^domza agggcn tP, coarse ormedima gradation as specified in S'ee'iion39 of the California Standard.Spwirica6om, The bituminom binder to
<br />be mixed with mineral aggregate shall bepaving alphalthav&g(Grade PG 6410), imlom othenMne, directcdby fire Engineer. Placementof
<br />asphalt congeie snrfacingshall conform fo Etre appLcable provisions ofSech'on39 ofthe Cairiornia Standard Specifeations.
<br />- 2. Aggregate Base: Combined miDeraI aggregates shzIl corrfomr to the oualiry and the grading forthree-quarter inch (3/4") maxim[mm size
<br />aggregate Class 2 Aggregate Base specified in Section 26 oftbe Califomia5tandard Specifications.
<br />L Before alley ice* ce onrepairs fi the County roadrights-oiway, all uasighdy zed detrimental dir6 dust and/or debris shall be removzd and fh consinction
<br />areas lefu in aneat and presentable condition(s).
<br />I- Iffecessay, County road traveled way and drivewaypavements sball'be washtn[T `r waterto remove dutaad dust
<br />2. Driveway approaches and BeId entrance pavements damaged by equipment orspoil banks shall be repaired as directed 6ytheEngineer.
<br />T, Uponrequsstbythe CorMty, anysmtIemeni; saF—=gofsurface, orcracldn.gofpavemcntshall be repaired immediatelyby audmtbesole expense ofthe
<br />permittee far apariod of one yearfollowing acceptancepffhe work
<br />1PE& S CDUN7II _- oeralprovsiosslWinle: YeatlierPmri,ions.dors
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