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<br />A Before obs -,Laing My priv-u`ed,iveway entrance or Coradymadnaveledwaywith a -french, spoil bML egnipmat or oforburierper".Ytnd for aV
<br />prolonged�eriod of �re,-�e Peri-uee shall aoTSy L4e Saown nseis. oftheiespecirve;horeuehiazc(s)invoI ildud shall provide access fnrvebkalt and
<br />pedesbiaauaTcto a0 amffiemad .
<br />7, Unless otherw5apnr:6ed, 0 work shaff be ceshaaed insachamannerinntno less am ftMledwapvrih
<br />Smocks Uh topubdc Two lanecshaiIbe open ar�ar Worl�ghon-s-
<br />3, Lz rases where road closum is pe-,u"ned: thepe„-nissien±o closefhe mad wvl be graizdnnder r7xe coatL*doa'ffiaffhePemru�noSiy i"tre
<br />followingPersons and/or agm6ov ofthe time, AD period of ADDare, and the deiourMae AInasttweaty-four(24) hone paorto said road cIosnm.
<br />a The Cnrc><y efSanJoaguinEoblic Aorks.'9epr-cast d the local n'ra Biot
<br />b. Thz GL-nty of Sanluagnin She,Ti-i s Ofnce e- The loca•1-school diAict
<br />C. The local postal service f The locale stfft i -evolved
<br />B. Should hsza-dous conditions rda6D to are installation operatioss w.aazathYmen, as may capable 5mnum as maybe necessary baq be provided by the
<br />Moron and sta orad Aad as ofworkto wam and'CnNSOEc. ,
<br />C. Lights,si.�s�+dbm-ricades shall 6e-i�isheti-elected audmaintained by fbePe�i�w ffirrlae anequrte wantingamd convenience offlle pnblic,.wt�h
<br />pzrHeala*uLaenAbe talan in ibis mg dallso dark
<br />D. Ayy e:t:cess d-irtra or debris whichmight be ahamrAw eiffier antnmoble o:pedes'aimfaaffit Moonfroilable by lighter signs andbanicades, shall be
<br />.zmcYed fou-rthejo4sita dniy. ,
<br />ST VCTHR-M._
<br />A Wads of stimA m shra bzsnch qushty and suer dr ffieywili resisi all pressmzs and will not Drad: 6rho dab,. Dd i such away as to create alra>zid
<br />of maint'--ii �ceproblem a±anytime..17rerefore, the minimumshuctrnal requirements for concrete pipe pIacedrmder eo *wtyrroad air's -oz wap shall
<br />confo.,M to'he mIIoWWmgA'merican. Association ofSate Idighw y nail-+-�..`or`ailion Of�cials (AASd1'O) desieaations.
<br />I. For concete pie np to and includingthifg-ihrez inches(33')insidediaue;er,eh`r. asScagth concrete conn. -Hing to AASI3TO DesiP `ionls/i.
<br />IAM
<br />2 For aamote pipe fhb-i3'-si :inches p inside die er nsd?ager, rein{orced concrete pipe confowiJ.4 rn AASffi'0 Dodmanou M 17011 Class
<br />3. PIwo pipe c aanhingto A,4=0 Desiinzabm M94. -
<br />B. All concrete pipejoifs With Comiymad righs?f--way shalt, be sealed against leakage andVm:miduladoawith nhbDr gmketii wnt Section
<br />RAW who CoL{omiaStandard Specncatioas, orwJ1 sommeihods as may bepennat-tednnderthe Special Pro-visions-
<br />C- Cas inyIWO ccecrdo pipe, vtuined may pipe, sphat welded steel pipe, cr c n-egabs aluminum aLoy pit' e shall not be installed widvnthe Count' mad
<br />aghs-o*'-way-AmSSpaeLE dysostatedintheSpeciai?roviateus,andonlymdertheconditionsasprovided
<br />D. AE stnDAMsto bebu+icdr dibimnCounty rears-afway shall be set at such elevdions alto show minimum coaxago offairty indes(30') to da
<br />Dodson, of ffie roadways and twelve Ids PT) ohs bottoms of borrow dishes each side of ffie roadways. The depihs or suneinros shall be es`iablids
<br />_ below aEd plme e; leading across 1,00 -Cowl no PW or"whic'hshall extend a3ove $e elevations staie1 above, manholes, Iampholes, Tal =s, clot not
<br />inc(aded Fubne smiace eIevaiiens shnIl be--m5cipated as nraTly as possible and sL 1cPle elevations shaIl be zsinbIishedi'or i�rm+z adjnsi�ens nccordsay,
<br />H. The Conn'-�herebyreserves the aghtto speciy in the Specid hovisions the gage andsar=iace basimren±.ofaoy galvanized coxmgand metal pipe that is to be
<br />installed
<br />T. AIIlo nggitue,nal u5iityfacidtim are ta be established (and d raomrEoned on sketches) Som surveyed centerline o{road righi oi--way, not ,-rom glrta way
<br />(border) lines. ,
<br />�PAIR, S OF TH—m C07U de TY;.'Y 121 =-OY-WA7vr:
<br />A Ail e-,avaiioas shall be backfilled and compacted immediately after woric;Lerein has bean completed
<br />B. Trenched shall nsbe le$ open tarlherdan300 Feet in advaam of pipe Iaymg oJJUAWs, W200 Nato the reartbor Dr� miles utherwise puled by the
<br />Engineer.
<br />C- Unless othervrisepermiLloll nnderihe Special Provisions, back5fl"shagbeplaced andmeclianicaliy cor�rpacd in suchamnrrerthat the relative connpacBoa'
<br />trson1.2 the Ulm .-rui wi`doseCom-rtyiead right?i way steal] CE)EbM to the perccetaps of compaction as shown oa the Trench detail. ,
<br />D. BacL-all material shop be placed in hnrizonfal unifomrtzyers Hutto exceadin thickness, be axe wmpac5on,46l loot inthe beddingregioq one-i"ootwhera
<br />9D%compaction is required, and iwo-zet where BD%compaedon is req[rsed '
<br />E. No pardon optic e-acavadcuQ)shat be compacted by pondsmg orjetting unless a mainsaame bond is provided
<br />F Gravel backn1l material shall be Nbcd only where specincally so stated on in our ofthe posit $shaIl b'e compacted byme-ws o{ahi,h-�quency
<br />internal vibraiar, the compactor td be a size and type approved byAn Engineer. ?esti of compaction shall not be greater thsn 18' curs and W rhe fUl
<br />depth of on kir.
<br />G. All pa-remena, curbs, °r:Ser; sideway, borrow ditches, pipes, head walls, roadsiens, trees, shrubbery, and/or otherpeaanentroad iaclifies imparad by
<br />or as a resultof Wash'actioa operations at the comhudim sito(s) occupied by materials and/or DTMrnens shall be restored immediately upon back5lling of
<br />the e CaVdjM to the original grades and cross sections, and to a condidon as good as, orbaba than e,.isthng priorto con, odors
<br />a All su fac gma ofmadways and driveway approaches At or damaged by or as aresult of wos[modon operations, shall bereplacdwdna"ONE
<br />p-EE.KioIIowingthe baclo"liing of exca-✓a(ior>, weatherpemidiag, wirh compao',ed 1aye.�, of srn:aciagmatzdals atleasf as duck as -rhe easdns, and no;z,s
<br />than two inches (2") &&phar conc,ote over sDr inches (6'.� of agefdo base, both as sponEed below- .
<br />I. Gsphalt Concrete: Combined mineral Bgucpte shad confoffi to the quR'ty,and graldim v1drsevab yr Type 40 one-half Mad)
<br />maUnnrmn aggregate; coarse ermediam, nidation as specSed in Raton 39 of the Califomia Smadard SpeciScatiom, The bi¢mhinous binder to
<br />bemired with miooral aglegaie shall.bepzving asphalt having(Grede PG 6S-10), unless otherwise di[ected hythe Engineer. Placernentof
<br />asphalt concretx suriacingshad com`os ib fire applicable provisions o{Section39 ofthe California Standard Specifications.
<br />2 Aggmpic Base: Combined mineral aggregates shail'conforna to rhe quality and AD grading inch (3/4") rawdonsm size
<br />zgreeate Class 2Ag�eoafe Base specmed in Section26 of the California Staudard Specineatiorvs_
<br />L Before acceptance.nfrepahs to 60 Corm4MRaighs-oi-way,ad us"Ody and dod'"aal"to and/or debris shad beremoved and the conskuclion
<br />areas lerl in aneat and presentable madliion(s).
<br />L Ifnecessay, County road traveled way and drivewaypyamnowAakhe washedwith wamrta remove drt and dust
<br />2. Driveway approaches'and Seld enizance pavements damaged by egr¢pmes of spoil banks shall be repaired as d2ecied by fie Engineer.
<br />T. Upon requm byrne Conary any sotlement, szging of sae uD' or craclang of pavement shad be repaired immediately by anti atthe sole, expose ofthe
<br />pff,�oitun- for aperiod of oneyea=following accepLace of the work
<br />F'�p�1MITS CDTI>\rIl3il�enerslproviriocslF>�rvsWearLerProricioas.narc
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