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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2016_PS-1600501 thru PS-1601000_ - PS-1600699
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PS-1600501 thru PS-1601000
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2016_PS-1600501 thru PS-1601000_ - PS-1600699
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Last modified
6/16/2021 8:50:31 AM
Creation date
3/29/2016 4:42:46 PM
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Permits_Development
DocName
PS-1600699
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2016\PS-1600501 thru PS-1601000
Year2
2016
Address
E/S HARLAN RD 528'N/O TRANSPORTATION CT
Application
AT&T - FRESNO
Supplemental fields
APN
PS-1600699
Cross Ref
PWP730079
Type (2)
Encroachment Permit (EP)
Tags
Permits_Development
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,, <br />GENERAL PROVISIONS <br />GOVERNING INSTALLATION OF SUBSURFACE STRUCTURES AND PIPELINES WITHIN COUNTY }lOAD-RIGHTS-OF-WAY . <br />PUBLIC 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 />prolonge.d.-period ofJ;ime,the Perrnittee..shall notifY the known users of the respective thoroughfare(s)involved,and shall provide access fOf 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 ooe lane ofthe existq1g Courrty road traveled way will <br />be maintained open to public 1raffic during working hours in a smooth.~d safe riding condition(s).Two lanes shall be open after working hoUTS. <br />2.In cases where road closure is permitted.fue permission to close the road will be granted under ,the condition that the Permittee notify the <br />farrowing persons andlor agencies oftbe time,the period of closure,and-the detour route.at least tWenty.,.four(24)hours priorto said.road.closure.a The County of-San Joaquin Public Works Department _d.The local fire district <br />b.The Counly of San Joaquin Sherifl's Office e.The local school district <br />c.The local postal service f The local residents kLvolved <br />B.shouid hazardons conditions relative to tire installatio.u..operations warra:n~f1a.,omen,as many capable flagmen as may be necessary shall bb provided_by the <br />Permittee and stationed in advance ofwork 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 convenien~ofthe public,with <br />particular attention to be taken in this regard after dark. <br />D..AJ:J.yexcess dirt and/or debris which might be a hazard to either automobile or pedestrian traffic,1}D.controllableby lights,signs and barricades.shall be <br />removed from the jobsite daily. <br />S=cTVRES~ <br />, <br />All excavations shall be bacldilled and compacted immediately after work therein has been completed. <br />Trenched shall not be left open farther than 300 feet in advance of pipe laying operations..or 200 feet to the ~thereof,unless otherwise perm.ittt;d by tileEngineer..... <br />Unless otherwise permitted under the Special Provisions.backfill shall be placed and mechanically compacted insuch amanner that the relative compaction <br />throughout the entire fill within the County road ri~t-of-way shall copform to the percentages of compantion as shown on the Trench detail... <br />Baclcfil1 material shall be placed in horizontal uniform layers not to exceed in fui~kness.before compaction,0.67 foot in the bedding region.one -foot where90%compaction is required,and two-feet 'n'here 8.0%compf!C1ionis required.. <br />No portion of the excavation(s)shall-be compacted by ponding orjetting un1ess amaintenance bond is provided. <br />Gravel backfill material shall be utilized only where specIiicalIy so staled on the fare of1he perntit It shall be compacted by means of ahigh-frequency <br />intemal vibrator,the compactor to be a size and type approved by the Engineer.Points of compactiOll shall not be greater than 18"centers and to the:full <br />depth of1he lift.'. <br />All pavements.curbs,gntters,sidewalks,bnl1'Owditches,pipes,head walls,road signs,trees,sbrobbery,and/or other permanent road facilities impaired by <br />or as a result of construction operations attlie cOnstruction site(s)oCCIlpiedby materials and/or equipment;.shall be restored.immediately upon backfilling of <br />the excavation to fue original grades and cross sections.and to acondition as good as,or betier than existing prior to constnrction. <br />All surfacing materials ofroadways and driveway approaChes cut Drdama..:.o-edby or as aresu1t of construction,operations,shall be replaced within:ONE <br />WEEK following the bacldilIing of excavation.weather permitting,with compacted !a;ye<sof surlilcing materials at least as thick as the existing,and no less <br />than two inches (2")of asphalt concrete over six inches (6")of aggregate base,both as specIiicd below..• <br />'-h-Asphalt Concrete:Combined mineral aggregate shall conform to the qnality and gradation requirements for Type "B"une-half inch(lI2) <br />m-aximum.aggregate,coarse or medium gradation as specified in Sec~on 39 of the California Standard Specifications.The bituminous binder to <br />be mixed with mineral aggregate shall be paving asphalt having (Grade PG 64-10),unless otherwise dirocted by the Engineer.Placement of <br />asphalt conC):etesw:facing shall conform 10the applicable provisions of Section39 of the CalifomiaStandard Specifications. <br />2.Aggregate Baie:Combined mineral aggregates shall confon;n to the qnality and the grading fur threl><JnaIter inch (3/4")maxim1lIIl size <br />aggregate Class 2 Aggregate Base specified in Section 26 of the Callfurnia Standard Specifications. <br />Before acceptance oftepairs to the County road.rig:b.t5-of-way.all unsightly and detrimental dirt,dust and/or debris shall be removed and the construction <br />areas left in a neat and presentable condition(s). <br />L Ifnecessary,County road traveled way and driveway p~ements shall.be washed with water to rem9ve dirt and d11st. <br />2..Driveway approaches and field entrance pavements damaged by equipment or spoil b.anla>shall be repaired as directed by the Engineer. <br />Upon reqnest by the County,any settlement.sagging of surface,or cracking of pavement shall he repaIred immediately by and attbe sole expense oftbe _ <br />Perm.ittee for a period of one year following acceptBnce of the woIk.. <br />c.. <br />D. <br />E. <br />F. <br />It <br />L <br />J. <br />A Walls of structures shall be such quality and strength that they will resist all pressures an.dwill not cracker be deformed in such a way as to create ahaz~d <br />.or maintenance problem at any time.Tliereforc,the minimum structural requiremertts for concrete pipe placed under county road rights-of-way shall <br />conform to the'foll6'Wing American:Association ofS~Highway and transportation Officials (AASHTO)"designations. <br />1.For c6ncrete pipe up to and including thirty-three inches (33")inside-diameter,extra strength concrete conforming to AASHTO DesignationM170M. <br />..2..For concrete pipe thirty-six inches (36)inside diameter and larger.reinforced concrete pipe confonning to AMHrO Designation M 170MClassm... <br />3.Plastic pipe conforming to AASHTO Designation 11294. <br />B.All concrete piPe joirits with County road rights-of-way shall be sealed against leakag.e and/of.infiltration with rubber gasket in conformance with Section <br />65-1:06 of the California Standard Specifications.or with other methods ~may be p~tled under the Special Provisions.. <br />C.Cast-in-place concrete pipe.vitrified clay pipe,spiral welded steel pipe,or corrugated aluminum alfoy pipe shall not be installed within the County road <br />rights-of-way unless specifically so stated in the SpeciBl Provisions.and only under the conditions asprovided... <br />D;All structores to he buried within the County rights-of-way shall be set at such elevations as to allow minimum coverage ofthirty inches (30')to the <br />centerline of the roadways and twelve inches (12")at the bottOms ofborrow ditches each side of the roadways.The depths of structures shall be established <br />below a fiat plane extending across the rights-of--way.no part ofwhich shall extend above 'the elevations stated above;manhoies.lampholes."-valves.etc.not <br />included.Fll1nie sw:face elevations shall be anticipated as nearly as possible and structure elevations shall be established for future adjustments .accordingly.E.The County hereby reserves the right to specifY in the Sp':ecialProvisions the gage and surf~treatment of any galvanized corrugated metal pipe that-is to be <br />installed. <br />F.All longitudinal ntilliyfacilities are to be established (and dimensioned em.sketches)from surveyed centerline ofroad right-of-way,not from right-of-way <br />(border)lines.. <br />lEPAIRS OF THE COUNTY RIGHT-OF-WAY: <br />A <br />B.
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