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GENERAL PRGVIS-TO S
<br />GOVER1Vri\rG II\TS2.$LLATICN ON SUBSOR�v'ACE STR'OCTDRES AND pII'u1..Ln''FS WkTHIlV CO tLNTY ROAD-RIGF 23 -OF YT4Y
<br />PUBLIC CONVENIENCE AND SAFETY -
<br />A. I3e{ore obstrucfing any private driveway enfi'ance or CountyroadfrayeIedwayvdrn afrencb, spoil bank, equipment orofherbarrierper d fedforany
<br />prolonged -period Df'mzs It lmowausers oftre?espective L^_:oughfare(s)involved, endshaIlprovide access£orvelricnlarnnd
<br />pedestriau t. -ED to and from the mad,
<br />I. Unless otirer vfise perrm+tted, allworkshallbe conducted in snchanranneithafno less than cue lane ofthe eashipg Cpudy?oad raveled waywill
<br />be mainiaided opentupublic traffic duringworldng hours inasmooth_and sa-."e riding condi5on(s). Two lanes shall be openafrerworJting hours.
<br />2. 7n cases where road closre is pootud, thepe='asion to close the road wil be graaiedander,fhe, condidon fhatt<'?ePeffiiYee notify the
<br />£nllnvringnemo¢sand/or a�2ncies ofi.h.=dme, thepeaod of clos¢re,aad=d?e defon[ro�c`�at Iearliwenty fors(2¢)hor*s prior to saidroad clostue.
<br />a The Count3%ofSan J`oagtvnP¢biic AodsDepaTnent .d_ The Iocal fire district
<br />b. 1iie Corny of San SoaquinSheriff's O{ftce e. Thelocalschool disttiek
<br />G. 1"[r. e local postal service f The localrec-.idents involved
<br />H. She=zldhazadons condiilons ralauve fo ffiainsta]Iationnpei�-'ons vta-rran(dagme,-q as many capable.gmen asmaybe Hecessazy shaIlbepmvidedbytbe
<br />• Peimstee and slaf`fonedin advance ofworktn wan and dipatr'afac.
<br />.C. Lights, signs andba?riczdzs shaIl beiumished, erected and maintained bythe PeuaittoDun flue adeq¢ate warning and convenience ofthe public, Vtith
<br />particulaz attention to be talten in this r,,ard after dark
<br />D.. Any excess dirt and/or debris saluch might be ahazard to culler automobile of pedestian aafnq numrnbullable by lights, signs and banimoics, shall be
<br />. ren o7od from the jobsite daily. ,
<br />A Walls ofstrnetres shOlbe Each quality and strength thattbeyvn7lresist aL pressures and Wi not crack Orbe defumied in suchawayas to creaYeahazard
<br />ormainfenance problem aY eny h'me. Thereford the mi¢imnm sarnetnralrquhemerits for cpncrete pipeplacedvnder eoumroadxigtisofWay sfiali
<br />confo,'m to fire`,IIIc-wmgAmercaaAssociaiion oiStafzFFighway andaansporcation Oill'cixls (hA5}3rO)'designgions.
<br />L For edncretepipe up to and ineIndingthuj-15ree inches(33�) insidediameier, exaastrangto concrete Poufomingta AA2HTO Desiyg,atioaM
<br />1701,-1
<br />''2. Por conerzte pipethitp-six iacfies(36')i¢side diameter and largep reinforced conc2te pipe euro=o*siing to Ap,Si7'O DesigeaIlonT4I701Y2 CIass
<br />3. piastre pipe mefrmingto AASATODesignsfon M294.
<br />i3. All concrete pipejomis with Couaiyroadrightr-o{xray shaII be sealed �ziastleakage and(or,inn'Ihafionc+ddr mbbergasl¢t is com-omrance with Seceen
<br />65-L'06 ofthe Cali�omiaStendard Specincatons, orwith other methods as may bepe„—i, iLedunderrIrz Special Provisions. •
<br />C, Cast -in-place concrete pipe,vit[med claypipe, spiral welded steel pipe,orG==ga`led aInn-nnr aloypipe shall not be iastailedvffiin the Corrriytoad
<br />rights-of-way unless specifically, so stated in the Specialpmvhiong and only under the conditions as provided.
<br />D: AE SLa?etures to be'bvded wilorthe County rights-of-way shall be set at such elevations alto Clow minimum coverage ofthirly inches (30) to the
<br />centerL+ne offhe roadways andtvrclve inches(I2)atthe botinnrs ofbonnw drehes each side ofthe readways, The depths ofsfructrves shall be estahii,shed
<br />below ar7aipIaae extendingacrossthe rigtfs-of--way, no part oiwlrich shall extend abo?%e the elevations stated ebove; mam'roies, Iampholes,�aives, etc, ttoY
<br />inclralodL Future stsiace elevabosrs shall be anticipated as nzady es possible and sbmDaZe elevations shat be established for fa n E, adjvstMenis accordingly.
<br />g, Thu Ca:uatyhereby reserves the ri&ufto speo;.:f tin the Special Provisions the gage and surface treatrtat of any galvanized eonngotdmetal pipethatis to be
<br />installed-
<br />F- All lougisadinal u iiyacilities aro to besotablished(and dimensioned ou Rsntches)from sarveyed eenoorline ofroad righto_`-way, notfromright-of-way
<br />- (border) lines, _
<br />REPAIRS OF THE COD= KG= -OF -WAY:
<br />A All excavations shall be backfilled and compacted immediately after work therein has been completed.
<br />E. Trenched shall not be Ed epen{arYher than300 feet in advaace ofpipe Iayingoperatione, er200 feetto the rearthereof unless otberwisepei,-ni-teed by tSe
<br />Engineer.
<br />C.- Unless otherwiszperkilted underrhe Speciz Provisions, bac�I'shaII bepiaced andmechanicaIly campactedin such amannerthattherelative rgmpaction
<br />throughout the entire illi wdhin rhe Cavny road rigs#of-way shall conformtn the percentages of compactor as sfiown on tbu Trench defail
<br />D. Backdamaterial shall bepIacedinhoritonialuoi,.orm layers hullo exceed in f'hicimess, before compaction, 0, 671ootinthebeddiagrsgiodd, one foot where
<br />90%compaciionis required, and two £eeiwnere 80%compaction is zegJired -
<br />E. No portion ofthe excavaton(s)slrall�be compacted byponding orjetting unlessamaintenancebond is provided
<br />F. ffiuvel backfill material shall be utilized only where spacifioally so slated on the ace oftbepeaa2it It shall be compacted by means of ahigh-¢equency
<br />intimal vibratnr;the compactnrto be a sue and fype approved by Le Engineer. Point's of comgacfion shall not be grzafer than 18" centers and'ro ffie full
<br />depth of the lit .
<br />G Allpavements,curbs, guters, sidewallm, borrow d+'tclus, pipes, Load walls, mad signs, frees, sbmbbery,and/or otherpemanentmad facilities impaired by
<br />or as a TDSnit of construction operations at the construction site(s) oempied by materials and/or equipment shall be restored immediately upon backh7 , of
<br />the ugaavaaon to the original grades and cross secfions, out to a condition as good as, or better than axisDng prior to conLaMan
<br />R AIl sulxaning materials ofroadways and driveway approaches cut or damaged by or as aresnit of consiruetion operators; shat be replaced nathi"0jgE
<br />AEHIC following the backSlling of exezvaton, wearherpermiitng; vrith compacted layers o{surfacingmaierials afleasf as thick as
<br />to existing andno less
<br />. than two inches (2) of asphalt concrete over six i -aches (P) of aggregate base, both as speci5ed below.
<br />Asphalt Concrete: Combined mineral aggregate shall conform to the quality and gradation raquiremeuts for Type `B" one --half inch(I/2)
<br />maxhnum aggregate, coarsz ormedivm gradafrdn as specified m Secfion39 ofthe Ca[iinmia Standard Specifications, Tho bitnminou binder to
<br />be m;rad with mineral aggregate shall be paving asphalthaving (Grade PG 64-10), unless Dtberwise directed by the Engineer, Placement of
<br />asphalt conerefesarfacingshaLi co�orm fo the appiicableprovisions ofSecton 39 ofthe CaliforniaSiCadard Specificatieas.
<br />2. Aggregate Base: Combined mineral aggregates shall eonfoffi to the quality and fne grading for three-quarterinch(3/4")manimrwt SIZE
<br />aggregate Class 2 Aggregate Base specified in Section 26 of "rhe CalifnmiaSfandrd Specificafions,
<br />Be=bre acceptance afrapairs to the County road tights-oiway, all unsightly and detrimental dirk dust and/or debris shall be removed and the cons4uctinn
<br />areas Iefr in anent and presentable conditon(s).
<br />1_ ifnecessay, Countyroadtraveled way and drivewaypavements shat be washed with w d rto ramove dirt and dust
<br />2. Driveway approaches andfield enfrance pavements damaged by equipment orspoit bank shall be repaired as directed by fheEngi¢eer.
<br />Upon request by the County, any set`demen/ saggbagofsuffaoE, or cracking ofpavemerrt shall be repaced immedialoly by and atihe sola expense of the
<br />Permittme for a period o%one yearfollowing acceptancepffhe work
<br />IYER -8 CDTINXE2lxeoerelprordsiooA7,bee Wrnlla ie..docr.
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