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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 thoroughfares)*involved,and shall provide access for vehicular and
<br /> pedestrian traffic to and from the road _
<br /> 1 Unless otherwise permitted,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 condition(s).Two lanes shall be open after working hours.
<br /> 2. In cases Gvhem 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.The local fine district
<br /> b.The County of San Joaquin Sheriffs 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 instaflation operations warrant flagmen,as many capable flagmen as may be necessary shall be.provided
<br /> by the Permittee and stationed in advance of workro warn 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 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 /> removed from the job site daily.
<br /> STRUCTURES:
<br /> k Wails of structures shall be such quality and strength that they will resist ail pressures and will not crack or be deformed,in such a way"as to create-a
<br /> iazard or maintenance problem at any time.Therefore,the minimum st uatural 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 AASHTO Designation M 170M.
<br /> 2.For concrete pipe thirty-six inches(36")inside diameter and larger,reinforced concrete pipe conforming to AASHTO designation M 170M Class III.
<br /> 3:Plastic pipe conforming to AASHTO Designation M 294.
<br /> t.- All coacrete pipe joints within County road rights-of-way shall be sealed against leakage and/or infiltration with rubber gasket in conformance with
<br /> :ectioa: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,spinal welded steel pipe,or corrugated aluminum all pipe shall not lie installed within the County road
<br /> ights-of-way unless.specifically so stated in the Special Provisions,and only under the conditions as provided.
<br /> D. All structures to be buried within the County road rights-0f--way shall be set at such elevations as to allow minimum coverage of thirty inches(30'�to
<br /> he 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 part of which shall extend above the elevations stated above;manholes,lampholes,valves.eta not
<br /> ncluded.Future surface elevations shall be.anticipated.as nearly as possible and structure elevations shall be established.for future Auslmentaccordingly.
<br /> E. The County hereby reserves the right to specify in the Special Provisions the gage and surface treat*ie t of any galvanized-comigated metal pipe that is to
<br /> be installed
<br /> F. All lengitudiva.l utility facilities are to be established(and duneusioned on sketches)from surveyed centerliae*of road right-of-way,not from right-of-way
<br /> border)lines.'
<br /> REPAIRS OF THE COUNTY RIGHT-OR-WAY:
<br /> L 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 /> dmpaction throughout the entire fill within the County road right-of-way shall conform to the percentages of compaction as shown on the Trench Detail-
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<br /> etail). 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 /> 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 /> Gravel backfill material shall be utilized only where specifically so stated oilhe face of the permit It shall be compacted by means of a high-frequency
<br /> iternal.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 /> 3. All pavements,curbs,gutters,sidewalks,borrow ditches,pipes,head walls,road signs,trees,shrubbery,and/or other permanent road facilities
<br /> repaired-by or as a result of construction operations at the construction site(s),or at other ground(s)occupied by materials and/or equipment,shall be
<br /> :storedimmediately 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 All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction 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 /> :ss than two inches(2")of asphalt concrete over six iache-s(6")of aggregate base,both as-specified below.
<br /> 1.Asphalt Concrete:Combined mineral aggregate shall conform to the quality and gradation requirements for Type`B"one-half(1/2")maximum
<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 /> :. Before acceptance of repairs to the County road rights-of-way,all unsightly and detrimental dirt,dust and/or debris shall be removed and the
<br /> Destruction areas left in a neat and presentable conditioa(s).
<br /> 1.If necessary,County road traveled way and driveway pavements shall be washed with water to remove dirt and dust-
<br /> 2.
<br /> ust2.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 /> he Permittee for a period of one year following acceptance of the work-
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