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SZ"ST_G TI.A F TON QDr STBJCTU—LJIaSAINiT Pl.i Lllms wii� CGDIX V ZO_D LZ"EG"='4 S -Or
<br />p u-3T✓TC CEqS-S k-in'Y'I' Pi r_ ,i S.h_PE'i s':
<br />Before absGrrcnug aa7rp v -„e d.iveway enhance or Eoc j�roadtraveIedwaywi8t atonefi, spoilbmkL egnilmaDdor ofher ba -der permruedfor any
<br />proIongecipirod of �meihe Pemir,'ee shat ao`,ify Loa Icrpwn users.offrre renecti-re iiiorc�eTiaze(s) invoiPed,zad stall provide zccess mrvehicular and
<br />pedestian iraf`nct aqd from tut road .
<br />1_ Unless otherwise permlttd,RUW.Orksha7T be ctladactedmsuch amaeaerinatno less than one lmc of Sn marIng County road formled way Roll
<br />be,-nz-intained opento-pnb]ic iicdurivg n�orLdr>=-hoti-s inasmooih arldsaiz riding coadYaonCs). Two lanes.shaIlbe epea ar^.rworlv-.+ghotr-s.
<br />2, TO cases where road closure is pmraited; rim pramrssionto closefhe road will be ganicsdnnder ire cand*iz'oa drat the Femrc;, no5iy the
<br />s"oIlgv?mgpersons md/or agLucies oftbe rime, fhDpedod of closing, and ibe deto=ub�atleasEtvren'T-mu(24) how prior to said road e7oss.
<br />R- The Covay ofSanJoagn''mPnlilic P+i orks Depar-aant d The Iocal Ste dis'uict
<br />b. The Cmniy of San7oagmn Sheiffs Man e. The lgeZ'SCIDD01 dicbict
<br />c. The local postl service i' fie localrsident 3volved
<br />B. Should hazardous cocalbicas relative to i-hc insmUafon oronans wa tart 2agram, as many capable la�paea as maybe necessary shad be provided by$e
<br />Pel-mluee and sh ironed To advagce ofworlcto wan an tdiricttfzffic.
<br />C. LiPgh , signs and barricades shrb and maintained by &c Permitter forihe adzm= wamiy and eonvenieuce of the pnblm wtdr
<br />patderrlar aiian5on to -bo taleain this rzo_rd ager dark
<br />7_ 4x7 excess d;rtand/ordebrrs whkhmightbe ahazardto efrhu aa'mmobrle or pedestrimtmMG, uncarolbablc by lights, sigas audburicades, shall be
<br />zmeved'rlomthejobsit dahy.
<br />A WalS o{srrocts'es shall'besuch qn�'y and stre o`�n�Ifrazmeywili resist allprissnris ^,ad will Sot Back � be deformed is such away as to crag -ie aha?ld
<br />of maintermncepro6lem at anytime..lfierei"ora, the minimrrmshachsal rerprsimen� io; conerte pipe placed under cot, iyrroad gh�oI way shall
<br />coso.,�tq thermlowng A'mt¢eanAssociation oiSr�te1�'hwyaadb-�spoY-u7on Orcials (F,AS71'iO)desieaafions.
<br />1. For co=ett p+m,eup to and incIudingthir;c-thrahacks (33")insiderdioneur, eta sueamlr conch com-or-aung m AASHTO DesignmtmRM,
<br />170Iv1
<br />2- For concrete pipe dmrt-six iaches(W) inside diameter and arger,reinforced concrete pipe csntmig ro.AAEIUD Desienafion M 170V Class
<br />M
<br />3. Plasuc pipe wafomingin AA_SliiTD Denis align IV29s'.
<br />B. Allin tornomaace-wrlh Section
<br />65-1:06 of the or with m` cr-meu oils as may bepe„�rtedvaderihe Special l`oi visions.
<br />C. Carr iaplace ceacrete pipe, yrSn"n"ed clay pipe,sp:r9weldedot=jpipe, orcorugpwd aIumiromamboypne shall notbe instlledwir-hn'rthe County mad
<br />ri;h�s-o_`-way w.less speci5czlfy so stated in the SpecialProvisinns, and
<br />DI do conditions as provided
<br />D. All saucarres fo be buried r-'.iiLm mn County ruts -of -way shali'be st at such eIeraaons as to aLlaw+mini- +u--.. coverage ofthirty n then (30') m the
<br />centerline offfie roadways and twtIveinches-(12") attne bounms of boaow dr�ches each silo ofthe roadways. The depths of s'uretnres sI all be eSi�hIished
<br />- below zi3�. plane e,--ueadmgaeross ibe rim -n_` --way, ao part or"svhieir shall expand above rhe e7eva�ons sra-�d above; ma�o3es, Iampholes, vah, may, etc, not
<br />included Fntrne su�ace tIcvatioas shaSt be a cipated as nen*ly as possible and sni tort,. elevz*ions stir be esra_bIished _oriuDr adjas;*nen4 aceords+;ly.
<br />E-
<br />The County herehj�rserves iherightto specrynthe SpteilRovisions the ga✓•e.ands'n;ace hza:--irent.ofany galvan_izid cormgatidmeial pipe $at is to be
<br />installed_ .
<br />_ . AIIIo„giiueaal uality?aMaes are to be estIhshed (and dimensioned on sketches) from surveyed Mat line ofmadright U£ Way, not corm ght-oi--way
<br />(border) Imes.
<br />S OF T r=t_, CdP7 YaC1-Or-P�Ta'j''
<br />A. All ixcavanons shall be bacl:511ed and compact d immediately alis xrork therein has been completed.
<br />B, preached shall not be left open faiherthan 300 fat in advance efpipe laying opnmabus, or 200 zet to the rear thereof unless gtherwise peed by the
<br />E➢mneeL
<br />C- Unless odrerwisDlormrred under i -be Special Provisions, backJl shall be placed and meclianicay compacted in sucham.;ilrrerihat fl+e zIative co�npach'oa'
<br />tlnuegnerrtthe ea rre ril wtrhin the Conray road rghn-o -w y shall mmfiomato the percen3ges of compaction as shown on rhe Trench def-.iL
<br />D- Back�all roatrial shall be placed in haizoa£al nui{omiayers notto excetdnthiclmess, bcfor compaction, 0.67,Sot tithe bedding egion, oar-footvlherz
<br />90% DomrmahDais required, and two-fetwhere 80% compaction is requhed `
<br />E- No portion of fan excavaIlou(s) shat be compactd by ponding orjoung Bales amainienon'ce bond is provided -
<br />F.(n.-avel bacEtill material shall be ualircd unlywhera specincaily so s`�atid on ihtce oftne pe„ -nit $slyTl b'e compacted hymens oiaLr+'gt-:bequency
<br />iniemal vibrator, 'rhe compactor td be a size and Type approved byffie Er{rineer. Points of ro pactien shall aoihe geatir ffi� lE' rJn_,`ers and to -'rhe ful
<br />depth of the Is '
<br />a Al paYemenrt, cmbs, guters; sidewaIla, borrow ditches, pipes, head walls, road sisns, tees, shmbbiry, anJor otherpesanentroad faaMcs i0pedurd by
<br />or as a, eor It of coasuuctma opemuons atfac consaacnon sit (s) occupied by matrnals and/or egt_pmens shall berestored inmmediaYd upoa bacic5lling of
<br />the excavation to the original grades and crass scotons, and to a condition as good as, orbctier imm e,:icimg priorto tonna rcflorl
<br />E All smf rub r aterials of roadways and driveway approaches cut or damaged by or as aresalt of coasaucton operations, shall be replaced.: rtLin"OIC
<br />PyF".3T_( following the bacnca iiag of e„ca✓adon, weatherpermimng, wiffi compacted layers of sutaciagmanuials atleast as i -hick as the e s g, and no Iess
<br />$an tr: o inches (2") of asphalt concrctt over si: inches (6'.') of aggregate base, both as specia"ed below.
<br />1, Asphalt Concrete: Combinedminetal aj�egate shall conform to $e quality,aud gFadafion regrmcmens for Type "B° ane -half inch(1/2)
<br />maximum agg:egatz con -se ormedium gradation as spec5ed in Secrion 39 offhe Caliioxaia Standard Spec ica5ons, ThebKammorubinderto
<br />hem-med -with, mineral aglcgat shall bepzving asphalthapi�g(GredePG 6.'�-l0), unless oherw+se dsected bytheEngineer, Placcmcntof
<br />asphalt umgTeiu surfaoingshall cnnTi" ra fo the applicable provisions of Sec+,r'on39 of the California Standard Specuic 4ons.
<br />Aggregate Baso: Combined -mineral aggr=gates shad'cenfo.-m to the quality and the grating for three-quarter mch (3/4") maximum size
<br />aggrgate Class 2Aggegat Base specined in Section 26 ofthe Cauiomia Standard Specmcations.
<br />L Before accepta oo.�frepaus to the Cormty, umdrighs-m-vray, e1I unsighLy and deaf, ental dirt, dust and/or debris shall be rimovad and the constoxcfion
<br />areas leis in anent and priseamble condition(s).
<br />1- S{necessany, County road mwvkd way and driveway pavemeaa shaThe washed with rir orm remove dn-t and dust
<br />2. Driveway approaches'and n"eld entrance pavemea4 damaged by equipment or spoil Imake shall be rpahed as dsectd by the Eaeinna.
<br />7 Upon rtgrrest by the County, aubr setlemeat, sagging of smfrna, or tacking of pavement shaIl be repaired iramediattly by and atthe sole expense ofthe
<br />Pe *niiiou for aperiod of oneyez Mornay: ac ptruce of rhe wprk
<br />F1Pr12 .MCS COTJN-'FucS-o=a1PR^^9o=
<br />lRrmtzr W��rProeaio� don
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