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T� GFNERAL PROVISIONS- <br /> D-VaRLYIl`(l. RiS ATT•ATLCLROFJUBSriJmRFA EISTRUMUREStilYlJrlCrf�llYEJ YT LlLL�u Cvv rTYRO,D y�Ti-li'1`S�IR_i'rrT�ALY <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 /> proloagbd period of time,the Permittee shall notify the known users of the respective thoroughfare(s)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 ao less than oat Lane o€the existing County road traveled wap will be <br /> maiaYained open to public traffic during working hours in a smooth and safe riding coaditioa(s).Two lanes shall be open after working hours. <br /> 2. In rases where road closure is permitted,the permission to close the road will be granted under the condition that the Permitter nofrfy-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 mad closure. <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 locate school district <br /> C.The local postal service - f.The local residents involved <br /> 3- <br /> Should hazardous condor ons relative to the installation operations warrant flagmen,as many capable flagmen as may be necessary shall be provided <br /> )y the Permittee and stationed in advance of work to wain and direct traffic. <br /> Lights,signs and barricades shall be furnished,erected and maintained by the permiftee for the adequate warning and convenience of the public,with <br /> articular affention to be taken in this regard after dark. <br /> 1. 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 /> embved from tri:job site daily. <br /> STRUCTURES: - <br /> Wallis of structures shall be such quafity aad strength that they will resist all pressures and will not crack or be deformed.in such a way"as to create a. <br /> yard or maintenance problem at any time.Therefore,the mini mnm structural requirements for concrete pipe placed under County road rights-of--way shall <br /> inform to the following-American Association of State Highway.and Transportation Officials(AASEM)des L°nath6ns- <br /> 1.For concrete pipe up to and including thirty-three inches(33")inside diameter,extra strength concrete pipe conforming to'AA SEiTO•Designation M 170M <br /> 2.For concrete pipe thirty-six inches(36'�inside diameter and larger,reinforced coacrbte pipe conforming to AA.SHM designation M 170M Class III. <br /> +' 3:Plastic pipe conforming to AASHTO Designation M 294. <br /> ..-.-All concrete pipe j ohms within Countymad rights-of-way sha j1 be sealed against leakage and/or infillrarian with rubber gasket in confo*mance with <br /> ction65-I:06 of the California Standard Specifications,or with other methods as may'permittr under the Special Provisions. <br /> Cast-in-place concrete pipe.vitrified clap pipe,spinal welded stiel pipe,or cosugafed aluminum alloy.pipe shall not lie installed within the County mad <br /> fits-0f--way urlessspecifically so stall&in the Special Provisions,andonly under the conditions as provided. <br /> All sw ctures to be buried within the County road rights-of-way shall be set at such elevations as to allow min;mnm coverage of thirty inches(30 )to <br /> ')at the bottoms of borrow ditches each side of the roadways.The depths of structures shall be established <br /> ctuterIina of the roadways and twelve inches(I2 <br /> low a flat plane exteadin g across the rights-of-wap,no part of which shall extend above the elevations stated above;manholes,lamphohes,valves.etc.not <br /> :Inde&Future surface-elevations shall be•anticipated.as nearly as possible and structure elevations shall be establishtd.•forfuhse idjustmentaccozdmbly- <br /> Tbe County hereby reserves the right to specify in file Special Provisions thea ge and.surface treatment of any galvapiz4-=rdkated metal pipe that is to <br /> :installed' . <br /> All Ibngit uftal utility facilities are to be established(and dimpi oned on sketches).from surv(,ped•cente Hne'ef rbadright-of-way,not from fight-0f-wap <br /> )rder)tines.' <br /> EP AMS OF THE COUNTYRIGEIT-OF-WAY: <br /> All excavations shall 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 pipelaying operations,or 200 feet to the rear thereof,unless otherwise pi;rmitted <br /> the Engineer. <br /> Unless otherwise permitted under.the Special Provisions,backfill shall be phased andmechanically compacted in Sachs manner that the relative <br /> npaction throughout the entire fill within the County road right-of-way shall conform to the percentages of compaction as shown on tht Trench DetaiL <br /> Backfill material shall be placed in horizontal uniform layers not to exceed in thickness,before compaction,0.67 foot in the,bedd'mg region,one foot <br /> re 90%compaction is required,and two feet where 80%compaction is required . <br /> .No portion of the excavation(s)sbalh be compacted by ponding or jetting unless a maintenance bond is provided <br /> CnaveL backfill material shall be.utilized only where specifically so stated on the face of the permit It shall be compacted by means of a bigh-frequegcy <br /> xnalvibrator,the compactor to be a size and type approved by the Engineer.-Point,of compaction shall be not greater than 18"centers and to the full <br /> th Of the lift <br /> All pavtments,curbs,gutters,sidewalks,borrow ditches,pipes,bead walls,road signs,trees,shrybbery,and/or odrer permanent road facilities <br /> a.ired by or as a result of construction operations at the construction sit*),or at other grounds)occupied by materials and/or equipment,shall be <br /> Dred-illlultdiatdy upon backElling of the excavation to the original grades and cross sections,aad to a condition as good as,or better than existing prior <br /> onsttuctioa. <br /> All surfacing materials of roadways and driveway approaches cut or damagtd by or as a result of construction operations,shall be replaced within <br /> E WFEEK following the backfiUma of excavation,weather permitting,with compacted layers of surfacing materials at least as thick as the existing,and no <br /> than two inches(r)of asphalt concrete over six inches(6-)of aggr agate 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")ma r;m,rn <br /> aggregate,coarse or medium gradation,as specified in Section 39 of the California Standard SPCdficatious.The bituminous binder to be-mixed with <br /> mineral agg1..•egate slraIl be paving asphalt having(Grade PG 64-10),unless other sutra directed by the Enaginter.•Plamment of asphalt <br /> concreto surfacing shall conform to the applicable provisions of Section 39 of the California Standard Specifications. <br /> 2.Aggr amte.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 Bast specified_in Section 26 of the California Standard Specifications <br /> B afore acceptance of repairs to the County road rias-of-way,all unsightly and detrimental dirt,dust and/or debris shall be removed and the- <br /> ;tinction arras left in.a neat and presentable coudition(s). <br /> L rf necessaCounty road traveled way and driveway pavemeats shall be washed with water to remove du-t and dust <br /> ry, <br /> 2.Driveway approaches and field entrance pavements damaged by equipment or spoil banks shall be repaired as directed by the Engmrcr, <br /> Upon request by the County,any settlement,Cp_gging of surface,or cracking of pavement shall be repaired immediately by and at the sole expense b€.,, <br /> Permitter for a period of one year;allowing acceptance of the work. x 11 <br /> • i <br /> i <br />