77'pp �7T� GENERAL PROVISIONS-'TIr77 �7 +'
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<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 �
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