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�T GENERAL PROVISIONS
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<br /> ?UBLIC CONVENIENCE 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 thoroughfare(sy involved,and shalt provide access for vehicular and
<br /> pedestrian traffic to and from the road.
<br /> 1 Unless otherwise peimitied,all work shall be conducted in such a manner that no less than one lane of the existing County road traveled way will be
<br /> maintained open to public traffic during working hours in a smooth and safe riding conditioa(s).Two lanes shall be open after working hours.
<br /> 2. In cases inhere road closure is permitted,the permission to close the road will be granted under the condition that the Permittee notify the following
<br /> persons and/or agencies of the time,the period of closure,and the detour route at least twenty-four(24)hours prior to said road closure.
<br /> a-The County of San Joaquin Public Works Department d.Tho local fire district
<br /> b.The County of San Joaquin Sheriff s Office e.The local school district
<br /> c.The local postal service - f.The local residents involved
<br /> B. Should hazardous conditions relative to the installation operations warrant flagmen,as many capable flagmen as may be necessary shall be.provided
<br /> by the Permittee and stationed in advance of work to wam and direct traffic.
<br /> C. Lights,signs and barricades shall be.furnished,erected and maintained by the Permittee for the adequate warning and convenience of the public,with
<br /> particular attention to be taken m 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 /> removed from the job site daily.
<br /> STRUCTURES:
<br /> A: Walls of structures shall be such quality and strength that they will resist all pressures and win not crack or be deformed.in such a way'as to create a
<br /> razard or maintenance problem at any time.Therefore,the minimum structural requirements for concrete pipe placed.under County road rights-of-way shall
<br /> :dnform to the following American Association of State Highway and Transportation Officials(AASHTO)designations.
<br /> 1.For concrete pipe up to and including thirty-three inches(33")inside diameter,extra strength concrete pipe conforming to AASHI O Designation tv1170M
<br /> 2.For concrete pipe thirty-six inches(36")inside diameter and larger,reinforced concrete pipe conforming to AASHTO designation M 170M Class UL
<br /> 3:Plastic pipe conforming to AASHTO Designation M 294.
<br /> I'- All concrete pipe joints within County road rights-of-way shall be sealed against leakage and/or infiltration with rubber gasket in conformance with
<br /> tectioa:65-1:06 of the California Standard Specifications,or with other methods as may permitted under the Special Provisions-
<br /> cast-in-place concrete pipe,vitrified clay pipe,spiral welded steel pipe,or corrugated aluminum alloypipe shall not be,installed within the County road
<br /> ights-of-way unless.specifically so stated in the Special Provisions,and only under the conditions as provide&
<br /> D. All structures to be buried within the County road rights-of-way shall beset at such elevations as to allow minimum coverage of thirty inches(30'�to
<br /> Ere centerline of the roadways and twelve inches(12")at the bottoms of borrow ditches each side of the roadways.The depths of structures shall be established
<br /> Below a flat plane extending across the rights-of-way,no pact of which shall extend above the elevations stated above;manholes,lampholes,valves.etc.not
<br /> acluded.Future surface-elevations shall be.anticipated.as nearly as possible and structure elevations shall be established.for furore adjastraentaccordingly.
<br /> E. The County hereby reserves the right to specify in the Special Provisions the gage and.surfacc treatment of any galvanized cotnited metal pipe that is to
<br /> be installed
<br /> F. All longitudinal utility facilities are to be established(and dimensioned on sketches)from surveyed centerline"of road right-of-way,not from fight-of--way
<br /> border)Rats.'
<br /> REPAIRS OF THE COUNTY RIGHT-OF-WAY:
<br /> All excavations shall.be backfilled and compacted immediately after work therein has been completed.
<br /> 3. 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 the Engineer.
<br /> Unless otherwise permitted under the Special Provisions,backfill shall be placed and mechanically compacted in such a manner that the relative
<br /> ompaction throughout the entire fill within the County road right-of-way shall conform to the percentages of compaction t shown on the Trench Detail
<br /> ). Backfill material shalt be placed in horizontal uniform layers not to exceed in thickness,before compaction,0.67 foot in the bedding region one foot
<br /> There 90%compaction is required,and two feet where 80%compaction is required. .
<br /> No portion of the excavation(s)shall be compacted by ponding or-jetting unless a maintenance bond is provided
<br /> Caavel backfill material shall be utilized only where specifically so stated on the face of the permit.It shall be compacted by means of a high-frequoncy
<br /> itemal.vibrator,the compactor to be a size and type approved by the Engineer..Points of compaction shall be not greater than 18"centers and to the full
<br /> epth of the lift
<br /> I All pavements,curbs,gutters,sidewalks,borrow ditches,pipes,head w.1Ls,road signs,trees,shrubbery,and/or other permanent road facilities
<br /> npaired by or as a result of construction operations at the construction site(s),or at other grouad(s)occupied by materials and/or equipmemt,shall be
<br /> :stored•immediately 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 /> I Allsurfacing materials of roadways and driveway approaches cut or damaged by or as a result of constriction operations,shall be replaced within
<br /> )NE WEEK following the backfilling of excavation,weather permitting,with compacted layers of surfacing materials at least as thick as the existing,and no
<br /> xs than two iaches(2")of asphalt concrete over six inches(6")of aggregate base,both as-specified below_
<br /> maximum
<br /> 1.Asphalt Concrete:Combined mineral aggregate shall conform to the quality and gradation requirements for Type`B"one-half(1/2")
<br /> aggregate,coarse or medium gradation,as specified in Section 39 of the California Standard Specifications.The bituminous binder to be mixed with
<br /> mineral aggregate shall be paving asphalt having(Grade PG 64-10),unless otherwise directed by the Engineer.Placement of asphalt
<br /> concrete surfacing shall conform to the applicable provisions of Section 39 of the California Standard Specifications.
<br /> 2.Aggregate Base:Combined mineral aggregates shall conform to the quality and the grading for three-quarter inch(3/4")maximum size aggregate
<br /> Class 2 Aggregate Base specified in Section 26 of the California Standard Specifications
<br /> -of-way,all unsightly and detrimental dirt,dust and/or debris shall be removed and the
<br /> Before acceptance of repairs to the,County road rights
<br /> onstruction areas left in a neat and presentable conditioa(s).
<br /> 1.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 shalt be repaired as directed by the Engineer...
<br /> Upon request by the County,any settlement,sagging of surface,or cracking of pavement shall be repaired immediately by and at the sole expense of.,
<br /> be Permittee for a period of one year following acceptance of the work.
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