GENERAL PROVISIONS
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<br /> ?UB LIC CON�IENIENCE AND SAFETY:
<br /> A. Before obstructing any private driveway entrance or County road traveled way with•a trench,spoil bank,equipment or other barrier permitted for anY — --
<br /> prolonged 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 road
<br /> I Unless otherwise permitted,all work shall be conducted in such a manner that no less than one lane o€the existing County road traveled will be
<br /> maintaiaed open to public traffic during working hours in a smooth and safe riding condition(s).Two lanes shall be open after working
<br /> hours-
<br /> 2. In cases where road closure is permitted,the permission to close the road will be granted under the condition that the Permittee note-he following
<br /> at least twenty-four(24)hours prior to s
<br /> persons and/or agencies of the time,the period of closure,and the detour route aid road closure.
<br /> a.Toe County of San Joaquin Public Works Department e.Tba T'hel cal hoolocal fire�d�sctdct
<br /> b.The County of San Joaquin Sheriff s Office f.The local residents involved
<br /> c.The local postal service
<br /> B. Should hazardous conditions relative to the instaIlation operations wan
<br /> flagmen as many capable as may be necessary shall be provided
<br /> ;y die Permittee and stationed is advance of work•tn warn and direct traffic- and convenience of the public,with
<br /> Lights,signs and barricades shall be famished,erected and maintained-by the Permittee for the adequate warning
<br /> particular affection to be taken in this regard after dark
<br /> D. Any excess dirt and/or debris which might be a hazard to either automobile or pedestrian traffic,uncontrollable by lights,signs and barricades,shall be
<br /> -effibved.from the job site daily.
<br /> STRUCTURES:
<br /> AL Walls of structures shall be such quality and strength that they will resist all pressures and will not crack or be deformed.in such a way as to create a.
<br /> azard or maintenance problem at any time.Therefore,the minimum structural.requirements for concrete pipe placed under County road rights-of-way shall
<br /> onfor_m to the following American Association of State Highway.and Transportation Officials(AASHTO)designatibns.
<br /> I-For concrete pipe rip to and including thirty-three inches(33")inside diaeter,ezima strength concrete pipe conforming to AA.SHTO Designation M 170M
<br /> 2.For concrete pipe thirty-six inches(36")inside diameter and larger,reinforced concrete pipe conforming to AASHTO desi guuation M 170M Class DL
<br /> 3:Plastic pip-conforming to AASHTO Designa-fion M 294.
<br /> All concrete pipe j oints within County road rights-of-way shall be sealed a,°ainst leakage and/or infiltration with rubber gasket in conformance with
<br /> e-doa�65-1:06 of the California Specifications,Standard Specations,or with oilier methods as may permitted under the Special Provisions.
<br /> Cast-in-place concrete pipe,vitrified clay pipe,spiral welded steel pipe,or couvgated aluminum alloy pipe sbail not be installed within the County road
<br /> LghLts-of-way urless.specifically so stater in the Special Provisions,andoniy under the conditions as provided
<br /> J. AA slracwres to be buried within the County road rights-of-way shall be set at such elevations as to allow minimum coverage of thirty inches{30"j to
<br /> me centerline of the roadways and twelve inches(12")at the bottoms of borrow Cutches each side of the roadways.The depths of structures shall be established
<br /> elow a fiat pane extending across the,rights-of-way,no part of which shall extend above the elevations stated above;manholes,lampholes,valves.etc.not
<br /> icluded Future surface-elevations sball be.anticipated-as nearly as possible and structure elevatieas shall be established.forfuimeadjusti. metacazdinglY-
<br /> the County hereby reserves
<br /> the right to specify in the Special provisions the gage and-surface treatment of any galvanized'coridgafnd metal pipe that is to
<br /> )e installed " _.
<br /> All longitudinal atiliC�facilities are to be established(and d-irapnsione-d oa shr-L lb.$).from surveyed-centerline-of rbad-rigbt-of-way,not fmm Hgbt-of-way
<br /> iorder)Ines.-
<br /> REPAIRS OF THE COUNTY RIGrIT-oF'wAY:
<br /> All excavations shalt be backfilled and compacted immediately after work therein has been completed
<br /> Trenches shall not be left open farther than 300 feet in advance of pipe laying operations,or 200 feet to the rear thereof,unless otherwise,permitted
<br /> Y d-F -ice— acted in such a manner that the relative
<br /> Unless otherwise permitt-d un -the Special Provisions,backfiIl shall be placed andmechanically comp
<br /> Smpaction throughout the entire fill within the County road right-of-way shall conform to the pe:mtri ag s of compaction as shown on the Trench Detail
<br /> Backfill.material shall be placed in horizontal uniform layers not to exceed in thickness,before compaction,0.67 foot in the bedding region,one foot
<br /> here 90%^compaction is required and two feet where SQ°1a compaction is required .
<br /> No portion of the excavatim(s)shall be compacted by ponding or-,etting unless a maintenance bond is provided
<br /> Gravel backfill material shall be adlized only where specifically so stated on the face of the permit It shall be compacted means of a high-frequency
<br /> Ur-raaLvibrator,the compactor to be a size and type approved by the Engineer..Points of compaction shall be not greater than 188"centers and to the full
<br /> epth of the lift
<br /> T.. All pavements,curbs,gutters,sidewalks,borrow diwhes,pipes,head walls,road signs,trees,shrubbery,and/or other permanent road facilities
<br /> npair-d by or as a result of construction operations at the construction sites),or at other ground(s)occupied by materials and/or equipment,shall be
<br /> storedir mediately 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 /> construction
<br /> L All surbr i_g materials of roadways and driveway approaches cut or damaged by or as a result of construction.operations,shall be.replaced within
<br /> _TE WEEK following the backfilling of excavation,weather permitting,with compacted layers of surfacing materials at least as thick as the existing and no
<br /> ss shah two inches(2")of asphalt concrete over six iuches(6")of aggrea'atc base both as-specified below. marimmn
<br /> i.Asphalt Concrete:Co=btaed mineral aggregate shall conform to the quality and gradation requirements for Type`B"one-balf(U2')
<br /> aggmgatte,coarse or medium gradation as specified in Section 39 of the California Standard Specifications.The bituminous binder to be mixed with
<br /> mineral aggreoaate shall be paving asphalt having(Grade PG 64-10),unless otherwise directed by time Eaagin er.-Placemeat of asphalt
<br /> concro-e surfacing shall conform to the applicable provisions of Section 39 of the California Standard Specifications.
<br /> 2 Aggr-gatt.Hase:Combined mineral o'er ooaYes shall conform to the quality and the grading for three-quarter inch(3/4'�ma.ximum size aggregate
<br /> Class 2 Aggregate Base specified-in Section 26 of the California Standard Spxificafions
<br /> Before acceptance of repairs to tate County road rights-of-way,all unsightly and det�nental dirt,dust and/or debris shall be removed and the
<br /> rpstruction artas left in a neat and presentable condition(s).
<br /> L If accessary,County road traveled way and driveway pavements shall be washed with water to remove dirt and dust
<br /> 2.Driveway approacbrs and field eatranc-pavements damaged by equipment or spoil banks shall be repaired as directed by the Engineer._
<br /> Upoa request by the County,any settlement zagging of surfac-,or cracking of pavement shall be repaired immediately by and at time sole expau_a bf-,,
<br /> it Permitter for a period of one year following acceptance of the work-
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