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GER 2,PROVE-1-45N9-
<br /> esf3VFBIv�reG �Si_41 A�tON O SU Su�M&UR Sim t7 _Cru EKS AND PIETAS vr1L—j±T-N-COUNT YR W t C=IS-O'-V,Aff
<br /> l:urtL,C f ONV NUNCR AND SALTY-
<br /> A Before obs rr cling any p_-rv'e driveway entrance or County road traveled way with a tench,spoil bauh equipment or other bm:drr pec-mititd for any
<br /> prolongs-c:period of time;ibe Permitter shall notify the mown users.of the mspaeire thorca-drEare(s)involved;aad shall provide access i=orvrhicular and
<br /> pedestrian trafoc to and R=the mad • •
<br /> L Unless otherwisepca.Gcd,all work shall beconducted insuch amanner fn stain less thaaDue lane ofthe e7d�gCounty mad uavde:dway will
<br /> be mzintai d op=tD-pubfic iiaffic dry;v woA±6-hours m a smooth cad safe riding condition(s). Two Ian shall be open aRtrwnd dug hon_-s
<br /> 2. In cases where mad closure is peed;the permission to close the road will be grantc:3 under foe coudtuonihat the Permnotir�j the
<br /> 'oIlou�gpersons and/ora,2ncies of he time,the.p iiod of close,and the detour muft-atleast twenty tour(24)hoespoor o said road closm.
<br /> a The County of San.ioaurtin PublicY-Ti oris Dep rtment d. Tue local fire district
<br /> b. The Ce-anti of San Joaquin Shull s Office e. The,locat-schooI pct
<br /> C. The Ioeal postal serdm f The loeal rasidents.involved
<br /> B. Shoul d hazprdous conditions relative to the iastaatioa operations wmrrant fagmen,as many capable d5--men as may be nmessmy shall be provided by the
<br /> Percuittm and stationed in advance ofworltto wam and dirccttraffic-
<br /> C. Lights,sizas mrd barricades shall ba-irmisheC erected and maintained by lfie Pemittrz-forte a'ueg,.-m warning and convenitaw of the pubLe}wiith.
<br /> • pAR cula_r atie:inn to-b r,taken in this reopzazd az'ha dart
<br /> D_ Any excess dirt and/or debris which might be aham-rd to either automobile a:pedestrian fife,ursrmtrollable by lights,silts and barricades,shall be
<br /> rzmeved from fbe jobsite Aa'1y.
<br /> STTZI-iC'TO_R_RS_.
<br /> A Walls of structures shale be-such guaUy and stcngth tfiattaey will resist all pressures and will?lot track 6r bD deformed in such away as to ci eafb a haz=d
<br /> or maim=--ce problen at any tnne..ih=fore,the minimum structural requircraca s for concrete pipe placed under cotLty road righ's-of-way shall
<br /> confoim to the Dllowiag Alner%canAssochflon of Si-zteHigliwy and tr�sportation Ofii cials(AASHTO)desi®ationc.
<br /> 1. For concrete pine up to and mcludingthirty-1h=inches(33)inside dia-err extra su engdn concrete conforming to AASHTO Drs+Ton M.
<br /> 170V-
<br /> 2-
<br /> 70V? For coneretn pipe tliety-six inches(36')inside diametrr .and lar;r,minformd concrem pipe coni nn ag to AA.=Design om M 170-M Gass
<br /> 7r-
<br /> 3.
<br /> a3. PlastirpipecorlfamilrigtoAA=D Desi ation 2v�9�'.
<br /> B. Ail concrete pipeicirfs-with Counry road ri hts-oi wap shalf,be sealed against leakage andFor_ir--Itimoa with rubber gasket in c .-Lorinance-with Section
<br /> 63-1.06 oftht Calibmia Standard Specifications,or with other methods as may be pemu'rtedunder$re Special Provisions.
<br /> C. Cas indite cacrete pipe,viuined clay pipe,spiral welded steel pipe,or corregabnd aluminum alloy pipe shill not be installed within the Courtiy road
<br /> riFhis-ofway ulless specifically so stated in the Special Provisions,and only Linder the conditions as provided
<br /> D. All st nictures to be buried within me Courdy rights-0r way shall-be set at such elevations as to allow min lm m coveragge of ffi ty inches(30')to the
<br /> con-urine of$re roadways and twelve inches�?2')attbe bottoms of bozmw ditches each side of fhe roadways. The depths of stractrres shall be established
<br /> below aEat place extending ac;jnss tbD milts-of way;no pa orwhich shall extend above tine elevtions s`�.--d above;ma�olrs,Iampholes,valves,etc,not
<br /> incl-aded. Fr,trrre surface elevations shallbe anticipated as nearly as possible and strnciLzre elevations shall be established for future adjustments a6cor-dingiy.
<br /> E. The County hrmbyreserves the iigtbtto specify in the Special Provisions the gage and sm:8=tit-truentof any galvanized corrugated metal pipe that is to be
<br /> installed
<br /> F. Al longitudinal utility hmli-ties are to be established(and dimensioned on sketches)from surveyed centeriine odmad right-o:=-nal;not from right-0i way
<br /> (bo-der)lines.
<br /> tRETAMI S OF ME COuNtMY R1=1-OF-WAY.
<br /> A All excavations shall be backn"IIDd and compacted immediaidy ailcr work tberein has been complefcri
<br /> B. Treached shall not be left open farther than 300 feet in advance ofpipn laying operations,or 200 f=t to the rear tbereot unless other wise permitted by the
<br /> Engine—
<br /> C. Unless aherwise permitrtd underthe Special Provisions,barIM 1haIl be placed and mechanically compacted in inch an,anner.that the Ttlative compaction
<br /> throughout the entire fill within The County road fig4t-of way shall condoinh to the percentages of compaction as shown on the Trench detail.
<br /> D. Backfill material shall be placed in horizontal uahlixc n layers notto exccedia thiclmess,before compaction,0.67 Dot in the beddin;region,one foot Where
<br /> mo compaction is required,and two-feet where 80%compaction is required `
<br /> H. No portion of the excavation(s)shall be compacted by ponding ar jetting unless a maintenance bond is provided.
<br /> F. a-eml bacu.-n'ul nintuial shall be uraTre'd Only where specifically SO stated nn the face of`rue,permiL It.shall ba compacted by means of ah gb szquency
<br /> ir&,rual vibrator,the compactor tri be a size and type approved by the Engineer. Points of compactinn snaIl net be greater that 18'centers and to the full
<br /> depth of the lir -
<br /> G. All pavements,cribs,-Piers;sidewalks,b'onow ditches,pipes,head walls,road sigos,frees,shrubbery,and/or other pen anent road f—k]ities imp,,!td by
<br /> or as a result of construction operations attfie conseuction site(s)occupied by materials and/or equripmeny shall be restored irnmediately upon back g of
<br /> the cxeavatioo to are oHgioal grades and cross sections,and to a condition as good as,or better than Drisiing prior to cow cPn,rritn
<br /> El- All surfacslgmaterials of roadways and driveway approaches cu or damaged by or as a result of construction Operations,shall be replaced?tithm'OIp
<br /> WOK following the bacla'7ling of excav-•tion,weatherperaiding,with compacted layer of surfacing matmrials at least as thick as the existir�,and no less
<br /> than two inches(2')of asphalt concrete over six inches(6')of a_%ertgair base,both as specified below. .
<br /> r. Asphalt Concrete:Combinedmineral aggregate shall condoms to the quality,and gradation mquirenents for Type'B"one-half inch(1/2)
<br /> maximum aggzgatq,coarse or medium gradation as specified m Section 39 of the California Standard SpeckGoations. The bituminous binder to
<br /> be mimed with mineral aggregate shall be paving asphalt haying(Grade PG 64-10),unless otherwise directed by the Engineer. Placement of
<br /> asphalt concrete sugaring shall conform to the applicable provisions of Section 39 of the California Standard Specifications.
<br /> 2- Aggregate Base. Combined mineral aggregates shaTconform to the quality and the grading for three-quartrr inch(3/4")maximum size
<br /> aggregate Class 2 Aggrgate Base specified in Section 26 of the California Standard Specifications
<br /> L More acceptncan_f repairs to the County road rights-of-way.all unsiglifly and detrimental-dirt dist and/or debris shall be removed and the construction
<br /> areas left is ancat and presentable coaditioa(s).
<br /> 1_ If necessary,County road traveled way and driveway pavements shall-be washed vrtth water to remove dirt and dust.
<br /> 2- Driveway approaches-and field entrance pavements dmiaged by equipment or sport baulm shall be repaired as directed by the Engineer.
<br /> .T. Upon request by the County;any settlement sa_mmg of surae,or cracking of pavement shall be repaired immediately by and-at the sole expense of the
<br /> Permiti=for a period of one year following acceptance of the work
<br /> F:lP�2MIT5(x)fZKSFRl3�ual nrov+9o1_elAeintrl wwbcr Pra»sio�.doc '
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