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FERALPROVISION
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<br /> JY ,.`Lill`flJ!.J-`iJ 1. •Ri1V1'l -' JvvJvzt['nl,D J11EVl�i IJi J ti1xTD PIPE! 152, YY11LS11`(ti-�viT11-
<br /> >uBLIc coNVENcE SAFETY:
<br /> A Br_fom obstructing any private duveway tatranrw or County road traveled way with:a trench spoil bank equipment or other busier permitted for any --. ---
<br /> prolongbd period of time,the Permittee shall notify the known users of the respective thoroughfares)involved,and shall provide access for vehicular and
<br /> pedestrian traffic to and from the-ad-
<br /> Unless
<br /> adUnless otherwise permitsed,all work shall be conducted in such a manner that no less than one lane of the existing Conuty road traveledas will be
<br /> mairtaincd open to public-ffi during working hours in a smooth and safe riding condttioa(s).Two lanes shall.be open after wdrkina'
<br /> 2. Ia cases where road closure is penniti:_A- the permission to close the road will be granted undrs the coalition that the Permit-=n0 df;-tbc following
<br /> persons and/or agencies of the time,that period of closure,and the detour mule at least twenty-fon(24)boors pzor to said road ctasrue
<br /> a Tae County of San Joaquin Public Works Department d_T"ac local at'osstact
<br /> b.Tae County of San Joaquin Sheriff s Office e.The local school district
<br /> e.The local postal service . - f.The local residents involved
<br /> B. Should hazardous condinons relative to the installatioa aperafians warcaht flagmen as many capable r"}�n as may fie necessary shall be provided
<br /> Dy tic Pm=im=and stadDaed in advance of work to warn and auect tra=6c. g and canvenieace of ttie public,Faith
<br /> :1 Lights,signs and barricades shall be furnished,erected and maintained.by the Permili t far the ad'gr a�warning
<br /> ?ar-[icetar aftrntim to be taken in this regard.air dark
<br /> D. Amy excess dirtand/or debris which might be a hazard to eitherautomobile or pedestrian traffic unr onfroItabIc by fiat,s'+_gcvvs and barricad s,shall be
<br /> eMbvcd from the job site daily.
<br /> STRUCTURES:
<br /> A_ Walls of structures shall be such quality acid strength that they will resist all pressures and will not crack or be deformed.in such a way'as to create a.
<br /> zzard or maintence problem at any time.Therefore,tht mini mnm stmctaral requirements for concrete pipe,placed and County road rights-of--way shall
<br /> an
<br /> deform to the folllowiag American Assoda ion of State Highway and Transportation Officials(AASHTO)designaiaas.
<br /> 1.For concrete pipe up to and includ ain gq thirty-three inches(33")inside dramener,'Xtm streng h conerets pipe coaio�mg to AA HTO AesiQaatiau N[170M
<br /> 2.For concrete pipe thirty-six incbedi
<br /> s(36')inside ameter and larger,reinforced concrete pipe co;lforminga to AAS=designation M 170M Class i1
<br /> 3'.Plastic pip--conforming to AAS=Designation M 294.
<br /> .. `• AT concrete pipe j oinis within County road rights-of-way shall be sealed against Lcal�ge and/or infiliratian with rnbger gasket in confomance with
<br /> ecrion:65-1:06 of the California S=dard Spec-rficatious,or with other methods as may permitted under tae Special Prnoi9ons.
<br /> Cast-in�lac concrete pipe vitrified clap Pipe spiral welded steel pipe,or�m oaatr�3 aluminum alloy pipe shall not be installe3 within the County mad
<br /> ..
<br /> �hts of-way unicssspecifically so anted in the Special Pmvsians,and only under the conditions as provid.d
<br /> D. All structures to be buried within the County road rights-of--way snail be set of such elevations t to allow minimum coverage of thirty inches(este
<br /> -Le cczutrriine of the roadways and twelve inches(12")at the bottoms of borrow ditches each side of tht madways.Tac depths of strurturI shall be est:b. Oticd
<br /> 'low a flat p]anc eXtendiag across taerights-of--way,no part of vk1ch shall extend above the elevations stated above;manholes,lampholcs,valves_etc not
<br /> icladed Future surface-elevations shall bc•anticipabedm nearly as possible and siractare elcvadons shall be established.•foriutamidj?is'imentaccozdmgly
<br /> T'he County bcrcby reserves the,right to specify in the Special Provisions the gage nudism-face treatment of any galvanized con �ai'd mutat pipe that is tD
<br /> Dr,installed _
<br /> AII lonagitrrdinal adary facilities art to be estab&shed(and drrntaom-d on sketches).from surveyed_cmtz!edae'af, rbad�right-of-vray,not-from ii�ht of wap
<br /> iorder)Ernes'
<br /> REPAIRS OF THE COUNTY RIGHT-OF-WAY:
<br /> All excavations shall be backfilled and comnact;d immediately after work therein has been compiote-d.
<br /> Trenches shall not be Left open faflier than 300 feet in advance of pipe laying operations,or 200 f6t to the rear thereof unless otherwise pzrmitizd
<br /> Y uric Engineer. that
<br /> rinlcss otherwise permitiad nn Pr.dm Special Provisions,baci�Il shall be placed and,mechanicaIly oompacttd inSu h mannn r tate he t,ch Detail
<br /> dmpa.cti
<br /> ion throughout c entire fill within the County maid right-of-way shall conform to the pert nth�s compaction
<br /> BacknII material shall be placed in -ori ental uniform layers not to exceed in fhickness,before compaction,0.67 foot in the,belting region one foot
<br /> here 90%oompaction is requi.rcd,and two feet where 80%Compaction is required
<br /> No portion of the cxczvaticm(s)shall be co=actad by ponding or jeting unless a maint--aance bond is providtd.
<br /> Cravat backfill material shall be ntiEued only wh re specifically so stated -
<br /> the face of the permit It sbzU b-compacted by means of a bigh-frequency
<br /> iternaLvibrator,thcompactor to be a size and type approved by the Engineer..Points of compazdoa shall;be not greater than 18"centers and to the full
<br /> e
<br /> nth of the Lt
<br /> i All pavcin=ls,curbs,gutters,sidewalks,borrow ditches,pip=,head w-.11s,road signs,trees,sbrubbery,and/or other permaneat road facilities
<br /> apaired by or as a result of construction opi zea om at the cros=tion silo's),or at Oti a eronad(s)o=upL e by materials and/or equipment,shall be
<br /> ztored=rlrinoediately upon backfilling of the excavation to the original grades and cross sections,and to a condition as good as or better than existing prior
<br /> I ConSUMCdDIL
<br /> L of AIl surfacing materials of roadways and driveway approaches cut Ord aged by or as a result of cons ori operations,shall be replaced wtt_a a
<br /> NE WBBK following the Backfilling of excavation,weafhm permi T with compacted layers. surfacing materials at least as trek as the existing and no
<br /> ss than two incha(Z")of asphalt concrete over sin inches(6')of aggrcggaty base both as_specified below.
<br /> L.Asphalt Concrete:Combined mineral agpmgatz shall conform,to the quarrty and gradation reauirem.-Pats for Type`B'one-h21f(n")marim,m
<br /> a��'gate coarse or medrum gradaf on as specified is Section_39 of the California Standard Specifications.The bituminous binder to be mixed with
<br /> mineral aggregate shall be paving asphalt having(Crrade PG 64-10},unless otherxisc directed by the Engineer.�Placcment of asp'nalt
<br /> coacrett.sar ci g Shall conform to tht applicable provisions of Section 39 of the Calrr=omia Standard Specifications.
<br /> 2 Aggregate$ase:Combined minimal aggr ogates shall cOaf m to the quality and the gradmg for three quarter inch(3/4')maximum size aggregate
<br /> Class 2 A g gait'Ba;-_sper-ified_in Section 26 of the California Standard Spt ificatioas
<br /> Before azcepiance of repairs to the County read ri__ahts-of-way,all unsightly and detomental est,dust and/or debris shall bcremoved and tire-
<br /> s istrnction aurae left in a near and presentable condition(s).
<br /> hed with water
<br /> L If n-ec:ssary,County road traveled way and driveway pavements shall be wasremove
<br /> 2.Driveway approacbrs and field entrance pavements damaged by equipment or spoil banks Shall be repairemd as direr ed by the Engineer._
<br /> ffirt and dust
<br /> Upon rcgaest by tut Co>mty,any s'hi'm=saalr�g of surface,or cracking of pavement shall be repaired inner lately by and at tht sole expense o€,
<br /> Lt permittr-for a period of ane year following acceptance of the wank.
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