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Is <br />6 6"-- W 1 4 x W 1 4 welded wire fabric <br />12' Minimurn <br />30 killox-irinum <br />E, pansion Joint xponsion Joint <br />War p Warp Sidewolk <br />Sidewalk <br />Curb and <br />Gutter Line <br />Gutter Gutter e <br />tl <br />B%kf ill with moieriiols 09U01 to Or <br />belief than the existing pover"nt <br />E P thickness. <br />Sts R/W in quality and <br />FO R ADDITIONAL DETAILS SEE SPECJFICATIONS/—Exisfing Pavernent <br />03111MMEME11-ANNE WfflMMNMWMWMW ExistGroun4l - Futurer <br />. ..... Com <br />Meleee lea till" CK 77 <br />172, (3 6" Min, ( Ty pI <br />. .... .. . <br />777 in 12" layoffs <br />"tom of D*ch A Compxt <br />(if any) -S to Q MiniMUM <br />tl j , <br />AM <br />_TB <br />j <br />f _ <br />relative compaction <br />4 of 95 % <br />ei <br />wleit Re" 'TyWwsion <br />>1 <br />in 12" <br />tarn c <br />layers <br />I lon <br />I x 36 Rebor with to a minimum <br />6 connoction <br />relative Compoction <br />Noft 0 12 host ckimips 12' opovt <br />Adoptw 90% <br />of <br />240 Min Covw b6ow Wit 77 <br />ve """t 0 <br />stop of ditch l f ony) lH 10 0 rnir%imurn I Ci D 10 <br />20" Service rolofive compoctionPax Pax <br />5, clams 0" of large? Of 90 O� D 20 Max <br />19 9- Double Strap) <br />AWO, 800% ------- N91ES, <br />OUTSIDE SHOULDER <br />UNDER PAVEMENT <br />11 Cka t P11"o'stic pipe for 1" 1, D, service shall be ultra high moloculof weight UHMW) <br />_4 "Oriscopipe", "Gircrrtgeburg" or approved equal <br />E x poftsw J"t Typical t Polyethyleno as morwiloclured by AND SHOULDER <br />with mininwrn priessuro rating of 160 psi <br />5 <br />MIK <br />2, Rostic pipe for 2" l, D, sorvics shall be PB 2110 Polybutylene or appr ve <br />a d <br />A equal with minimum pressure rating of 160 psi <br />A <br />4 1P I - <br />3, Corporation stop shall have corporation cock threads XQUI$ <br />4, Angle stop shall hove swivel nut and lock wings of materjols shall be tested by the State of Coliforn'0, <br />4 1� Relative coff"Clion <br />2g 5 Angle stop shall be vorticolly plumbed. Dept, of Public Works, Division of Highway, test method No Colif, ZIG, 1978 or 2N, 1916 <br />r Gr R. Service saddle shall be reored for the 2" service top 2 All existing' povillivneint shall bo nearly cut to lirw peior lo trench excavotion <br />pa"Orn WO 9rWVQ4 apprilm within the street Right of Way <br />7, Muslier Insta-lite connection shall conform to ASTM Designation D 2239 3 No lett! (x poMing shalt be Wrnlitfilid <br />Works <br />Public 4 * When shown by $oil composijilan and co"cfibifily, ninety percent (90 %) <br />040 d pwow to ams"glik V SECTION A -A WATER SERVICE A - Director rd c, <br />i", 3 01 compoction may W used, w"W1 0WQYQ WY <br />1'- 0" 2'- Y' <br />-1 0 Variable <br />Variable <br />(a <br />Fa" of Cwb - <br />'-,Flwqod by Ring -lit* Adaptw <br />Conc Theust Block- (As Reqlijired conc Thrust Block <br />r <br />2 0 T Refer to Impfovernent J, <br />------- I. . , - P 0# <br />Refer to Improysmont 6" Fkx�,d or Fkwypd by <br />I Standard No, F-3, <br />k. Standord No F^3 Ring. -Tits Gate Valve <br />NOTES: <br />SiOP0 !/4" per C <br />Tifco No. It Too or Equal <br />Cw.rets Bose to be <br />ofound volve Box <br />ce k' 1. 6 RmV fix 41 ow Extension% <br />6 hsom OW 2% sidsioll" Wqw, FW So cwb lissilgim sithisir "0 row timmillop <br />as W40 to 4 f ma *KP4M*4" jow to biltsift"i0o of f ill* Ccinccele Bose not <br />necessary when Valve <br />NOT E <br />Catch basins W4 all1w obwWw" we no to be W640W "Itkin the wheolchOr poh 0(64Box <br />i Fire Hydrants I be piloced with 4" oullet focing of siis located in backdewalk, <br />.�LQQTION A—A & Sw Skilillidaird 0 - 1, 0 - 2, or 11- 3 fa Cwt, QW%r 0 $Wwa#A Ditiftib; mW $#a Skwo*d Pim NO -0 1W 1186,01Y t r thet street. r <br />2 Fire Hydrants shall be ctilm and free a# concrete <br />r ^ILA n . El 3 Residential Fire Hv&onit to 't4 "Rich 9450", James Jones <br />t <br />W- Water line <br />NOTE All radit ro unless f <br />S Sonitary Sewer line <br />otherwise noted N <br />I Ali thrust blacks shall be poured <br />agaInst undisturbed soil and shall <br />bo Class "B" Concrete <br />2 Thrust block dimensions were <br />colmloted to allow a $011 <br />bearing value of 1,000 p<;iunds <br />per square foot <br />NOTES' <br />i Volvo box anal Lid "ll 04 Christy NO G5, Brooks NoIRT or 4 -TT, or equal <br />e, Alt Lids and Grade Rongs shall have ret chrried sooting Surfaces <br />3 Eten$ions $haill be as rywulactwed for Ow Voilve Box suppiled or Pipe of Correct <br />sige can be used <br />Vd.BOX. <br />24", X 1 <br />AIN <br />Edge of Pavement, OR <br />