GENERAL PROVISIONS- _
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<br /> ,U,BLIC CONVENIENCE[-ND SAFETY:
<br /> A Before obstructing nay private driveway entrance or County road tLaveled way with:a trench,spoil bank,equipment or other barrier permitted for any ^—. --
<br /> iroloagbd period of time,the Permittee shall notify the known asers of the respective thomughfare(s)involved,and shall provide access for vehicular and
<br /> edestriaa trade to and from the road
<br /> I Unless otherwise permitted,all work shall be conducted in such a manner that no lest than one lane of h-r xisting County mad tLaveledway rSwiIl be
<br /> mainfained open to public traffic daring working hours in a smooth and safe riding conditLoa(s).Two lanes shall be open after working
<br /> 2. hn cases where mad closure is permitted,the permission to close the road will be p,,t trd under the.condition that the Permit,-ee notify-the following
<br /> person's and/or agencies of the time,the period of r.]nsart,and the detour route at-least twenty-mar(24)hours prior to said road closure.
<br /> a.The County of San Joaquin Public Works Department d.Thee cal sldistrict
<br /> chhool district
<br /> b.The County of San Joaquin Sheriff s Officr e.The local s
<br /> C.The local postal service £The local residents involved
<br /> Should hazardous conditions rcMve to the installation operations waLiant flagmen,as many capable r'la rata as may be necessary shall be provided
<br /> y flit permittee and stationed in advance of work•to wary and direct traffic. Q and convenience of file public,wife
<br /> Lights,signs and barricades shall be furnished,erected and maintained by the Peamimin.for the adequate waraing P
<br /> articdlar attention to be tak=in ties regard after dart
<br /> r. Any excess dirt and/or debris which might be a hazard to either atit°mobile or pedestrian traffto,uncontrollable by lights,signs and barricades,shalt be
<br /> tibbved.from the job site daily.
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<br /> Wails of structures shall be such quality and strength that they will resist aU pressures and will not crack or be deformed in sucha way'as to creatt a.
<br /> zard or maintenance problem at any time.Therefore,the minimum structural requirements for concrete pipe placed under County Toad rights-of--way sbaI1
<br /> arform tothefollowing American Association of State hfighway and Trdnspor[ation Ofr3raals(AASHTO)des gnati4ns. r
<br /> 1.For concrete pipe up to and including thirty-three inches(33")inside diameter,extra strength coacretr-pipe conforming to-AASHTO•Desigazdan M 1701
<br /> 2.For concrete pipe thirty-six inches(36")inside diameter and larger,reinforced coa¢rote Pipe conforming bo AA;HTQ designation M 170M Class DL
<br /> 3:Plzstic piipc conforming to AASHT O Designation M 294.
<br /> Ali concrete pipe j Dints within County road lights-of-way shall be sealed a�.ainst leakage and/or infiltration Wille rubger gasket in conformance with
<br /> ctioa:65-1:06 of the California Standard Specifications,or Wrath other methods as may'permitted under the Special Provisions_'
<br /> aluminum alloy Pipe slzzll not be installed within tae County road
<br /> Cast-in-place con_crct-t pipe,vitrifiedcIay pipe,spiral welded stbel pipe,or coaivgated
<br /> hts-.0f-way runless specifically so stated in the Special Provisions,and-only ander the conditions as provided
<br /> All strictures to be buried within the County road rights-of--way shall be,set at such elevayoas as to allow Teri niTmmm coverage of thirty inchbe telaes(estieli
<br /> ctatedine of the roadways acid twelve inches(127)at the bottoms of borrow&tches each side of the roadways.Tht depths of stanctures shall fished
<br /> ow a flat plane extending across the rights-of-wap,no part of which shag extend above the elevations stated above;manholes,lamplwles,valve's.etc-not
<br /> acMtgingiy.
<br /> :Iuded:Fuham surfaco•elevadoas shall bo.anticipated.as nearly as possible and structure eIcvatiens shall be otab hedvapi 4'comj m�pipe that is to
<br /> The County hereby reserves the right to specify is the Special Provisions the gage and.surface trE Y ga I
<br /> installed not-from iiVfit of-wa
<br /> All longitudinal¢linty facilities are to be estabRshed(and dimrnsioned on sketcbes).from surveyed-ceatrsline'af read:right of-vary, y
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<br /> EPAMS OF THE COUNTY RIGHT-OF-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 is advance of pipe lays g operations,or 20.0 feet to the rear thereof,unless otherwise permitted
<br /> lbs Engineer. acted in such a manner that the relative
<br /> Unless otherwise permitted under the Special Provisions,backfill shall.be placed and.mechanicaUY comp
<br /> n%paction throughout the entire fall within the County mad richt of-way shall conform to the percenfa�s of compaction as shown on the Trench Detail
<br /> Backfill material shall be placed in horimnKl uniform layers not to exceed in thickness,before compaction,0.E7 foot in the bedding region,one foot
<br /> ere 90%compaction is requirtd,and two feet where 809x'compaction is required
<br /> .No portion of teon
<br /> t excavatis)shall be compacted by ponding or jetting mikss.a maimtPmaa a bond is provided
<br /> bravel backfill material shall be ntilized only where specifically so stated on the face of the permit It shall be compacted by means of a bto the full. cy
<br /> :mat vibrator,the compactor to be a size and type approved by the Engineer.,Points of compaction shall.be.act greater than 18"ceattrs and to the full
<br /> th bf fht lift and/or other permanent road facilities
<br /> All pavtramis,curbs,gutters,sidewalks,borrow ditches,pipes,head w-•IIs,road signs,trees,shrvbbc y, P
<br /> mired by or as a result of coastiuction operations at the construction sito(s),or at O,J=ground(s)occupied by materials and/or equipment,shall be
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<br /> oredinam attly upon back Tllin�c of the excavation to the original grades and cross sections,and.to a condition as good as,or better than existing prior
<br /> onstractioa.
<br /> All surfacing matndais of roadways and driveway approaches cut or damaged by or as a result of construction operations,shall be replaced within
<br /> E WEEK following the back£.11ing of excavation,weather permitting,with compacted.Imyers ar'.srnfacing materials at least as thick as the existing and no
<br /> tbah two inches(r)of asphalt concrete over six inches(6")of aggregate base,both as.specified beiosr_
<br /> I.Asphalt Concrete:COmbincd minerai a.Wzgat>:shall conform to the quality and gradation requirements for Type`B"oat half(la')maximuum
<br /> aggregate,coarse or medium gradation,as specified in Section 39 of the Calimrvia Standard Specincations.The bituminous binder to be mixed with
<br /> mineral aog.regati shall be paving asphalt having(Grade PG 64-10),unless otherwise directed by the Et grater.•Placement of asphalt
<br /> concrete surfacing shall conform to the applicable provisions of Section 39 of the California Standard Specifications.
<br /> 2.A.ggregat t.Bast:Combined mineral ao�egates shall conform to the quality and the grading for three-quarter inch(314")maximum size aggregate
<br /> Cass 2 A.g•.aregafe Bast specifiedin Section 26 of the California Standard Specifications
<br /> Before acceptance of repairs to the County road rights-of-way,all unsightly and detrimental d'u-t,dust and/or debris shall be removed and th,e
<br /> :traction areas left is a neat and presentable condition(s).
<br /> L rf necessary,County road traveled way and driveway pavemeuis shall be.washed with water to remove dirt and dust-
<br /> 2.
<br /> ust2.Driveway approaches and veld eatiaam pavements damaged by egaipment or spoil banks shall be repaired as directed by the Engine._
<br /> Upon request by the County,any s^trlement sagaing of sudace,or cracking of pavement shall be repaired immediately by and at the sole exp=s Of,
<br /> Permitter for a period of one year inIlowing acceptaace of the,Work. t r
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