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77'pp �7T� GENERAL PROVISIONS-'TIr77 �7 +' <br /> l'Ci'G'D1.rT1.T!",Tx TCT7�ITr A ll0l`l OF S7lJ1JSUTnrL-L�Jkt4UC..UiCG] jU lJ r1C �1��J YYLIILI�L'(LOTV HTLV DOi 1iuviii~S`0��-WAY <br /> J Y iii Yll'fl..T 1L`IJ i . <br /> 'UBLIC CONVENIENCE AND SAFETY: <br /> A Before obstructing any Private driveway entrance ar County road traveled way with:a trench,spoil-bank,equipment or other barrier permitted far any — -- <br /> irolonged period of time,the permittee shall notify the known users of the respective thoroughfare(s)involved,and shall provide access for vehicular and <br /> edestrian treffiic to and from the road <br /> I Unless otherwise permitted,all work shall be conducted is such.a manner that no less than one Ione Of the existing County road travhouars. be <br /> maintained open to public traffic during working hours in a smooth and safe riding condrtmoa(s).Two Lanes shallbe open az`ter war <br /> 2. In cases where road closure is pemmitted,the permission to close the road will be granted under the.condition that the permittee notffy-time following <br /> persons and/or agencies of the time,the period of closure,and the detour route at leasttwenty-mor(24)hours prior to said mad closure. <br /> ict <br /> a The County of San Joaquin Public Works Department d-The local fire district <br /> b.The County of San Joaquin Sheriffs Office e.The local sch000lf didistrict <br /> C.The local postal service - £The Local residents involved <br /> Should hazardous conditions relative to the instaDati on operations warrant flagmen,as many capable fla grom as may be necessary shall be provided <br /> y the Pemmiitee and stationed'in advance of work to warn and direct traffic- and convenience of the public,with <br /> Lights,signs and barricades shall be fit rni shed,erected and maintained by the PemmitfEe for adequate warning <br /> ardodIar afPentica to be taken in this regard after dark <br /> �. which might be a hazard to either automobile or pedestrian {n <br /> traffic,uncontrollable by lights,signs and barricades,shall be <br /> Any execs dirt and/or debris <br /> ;sieved from die job site dairy. <br /> 3 UCTURES: <br /> Walls of structures shall be such quality and strength that they will resist all pressures and wilt not clack or be deformed in snch a way•as to creat a. <br /> zard or maintenance problem at any time.Therefore,the minimmm structural.requirements for concrete pipe placed under County road rights-of-way shaIl <br /> nform to-the following American Association of State Elighway.and Transportation Officials(A ASIiTO)designations. <br /> 1.For concrete pipe up to and including flatly-three inches(33`')inside diame er,extra strength concrete pipe conforming to'AA SHTO•Desienaii on M 170M <br /> 2.Ibr concrete pipe thirty-six inches(36')inside diamEtrt and larger,reinforced concrete pipe conforming to AASHM dash gnation M 170Ivt Class ILL <br /> t' 3:Plastic pipe conformingto AASIM Designation M tail <br /> All concrete pipe joints within County roadrights-of-way shall be sealed a,°v t leakage and/or infltr.tion with rubber gasket in conformance whir <br /> :tion:65-I:06 of tae California Standard Specifications,or with.other methods as may permitted rnderth Spectoro be installed within the Counts road <br /> Cast in-pIkce concrete pipe,vih-ifiedclay pipe,spiral welded steel pipe,or coIIZLgaYed.al y.P P <br /> hts-of--way unless specifically so stated is the Special Provsions,and only undrr time conditions as provided. to <br /> All structures to be buried within the County road rights-of--way shall be set at such elevations as to allow Tninlmnm coverage of thirty inches(esti li <br /> ccnferline of the roadways and twelve inches(12")at the bottoms of borrow ditches tach side of die roadways.The depths of structures shall be estabhslied <br /> tow a flat plane ezteading across the 'rights-of-way,no part of which shall extend above the elevations stated above;manholes,famphoIes, ��F� yalves.etC­ t <br /> laded Futuresurface-elevations shall be•anticmpated.as nearly as possible and structure elcvaticns shall be rstabbed£orfdinrea!il?rstment £ e that is to <br /> The County hereby reserves fhc right to specify in time Special Provisions the gage and.surf ice trete' eYt of art ga lvanized-conva�ated metal ip <br /> installed <br /> AIL langitudinal utility facilities are to be established(and dimensioned on sketches)from surveyed centerline of road right of-way.,not from iigImt of-wap <br /> order)Innes.• <br /> EPAIRS OF THE COUNTY RIGHT-0F-WAY: <br /> All excavations shall.be backfilled and compacted immediately after work therein has been compieted- <br /> Trenches shall not be left open farther than 300 feet in advance of pipe laying operations,or 2010 feet to the rear thereof,unless otherwise pzrmiffed <br /> the Engineer. <br /> Unless otiieizvise permitted undo the Special Provisions,backSIl shall.be placed and-mechanically compa <br /> cted a sucha <br /> shown on the Trench Detail . <br /> ve <br /> apaction throughout the entire fill within time County road rift-0f-way shall conform to the percentages cop <br /> Backfill material sha11 be plaredin horizontal n iform layers not to excoe�d�,iin�thickness,before compaction,0.67 foot in the bedding region,one foot <br /> ere 90%compaction is required,and two feet where 80%compaction is required. <br /> a m�inrpnance bond is rovided <br /> .No portion of the excavation(s)shall be compacted by ponding or•jetting mllm P <br /> Gravel baekf)1 material shall be utilized only where specifically so stated on the face of the permit It shall be compacted by means of a high-frequeAcy <br /> Tr ,aLvibrator,the compactor to be a size and type approved by the aagineer..Points of compaction shall.be not greater than 18"centers and to time full <br /> th bf doe lift <br /> sidewalks,borrow ditces,pipes,head walls,mad signs,tmees,shrubbery,and/or other permanent road facilities <br /> All pavements,curbs,getters, <br /> aired by or as a result of construction operations at time construction site(s),or at o`dtez ground(s)occupied by materials and/or equipmr"'shall be <br /> oredimmcffately upon backfiilinc of the excavation to the original grades and rross sections,and to a cenditioa as good as,or better than existing prior <br /> onstr action <br /> AIL sarfa agw matrriaLs of roadways and driveway approaches cut or damaged by or as a result of construction operations,shall be replaced within <br /> E WEEK foUowmg the tack[iUing of excavation,weatherpermifiing,with compacted layers of surfacing materials at least as thick as the existing,and-no <br /> tbaa two inches(27)of asphalt concrete over ss inches(6-)of aggregate base both as.specified Sclow- <br /> 1.Asphalt Concrete:Combined mineral aggregate shall conform to tae quality and gradation requirements for Tl ?e`B"one-half GIT')maximum <br /> aggregate,coarse or medium gradation,as specified in Section 39 of the Califomaia Standard Spoofficadons.The bite minons binder to be nixed with <br /> mineral ao Teogate shall be paving asphalt having(Grade PG 64-10),unless otherwise directed by the Ba,�ineer.Placement of asphalt <br /> caacr&n surfacing shall conform to the applicable provisions of Section 39 of the C'arUbraia Standard Specifications. <br /> 2.Aggregatc.Base:Combined miasmal aggregates shall conform to the quality and the grading for three-quarter inch(3/4")maximum size aggregate <br /> Class 2 Aggregate Base spectfiedin Section 26 of the(aIir`ornia Standard Specifications <br /> pefore acceptance of repairs to time County road rights-of-way,all unsightly and det.nental dirt,dust and/or debris shall be removed and time <br /> ;truction areas leftin a neat and presentable coadifion(s). <br /> L rf necessary,County road traveled way and driveway pavements shall be washed with water to remove dirt and dust <br /> 2.Driveway approaches and field entrance pavements damaged by equipment or spoil banks shall be repaired as directed by the Eagia=r-- <br /> Upoa request by the County,any settlement,sagging of surface,or cracking of pavement shall be repaired immediately by and at the sole expeasi b€ <br /> Pemmitter for a period of one year following ac-ptance of the wadi 1 � <br /> i <br /> ' I <br />