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C1-2-5I I I I le I ~P v~--r-p, ~ I ~ ~o I ~ ~-~-OP Op 1 N~ I I -pp- VI I ~ I ~ I 342.52 34 FL W--~---~ --~~~ FL. W SECTION 19, TOWNSHIP 17~j~Ny,~~R~)ANGE 2 E, W.M. I I ~I I I I I SCALE N FEET i I to ~ I YYY I+ 0®' C815 }TYPE 1 0 I I I RIM ~a5 ao ''5.20 Rt I I J I .= I I 342.86 FL,2 PF9J S{f~j~FL PC -~ ~ / I `Q_/ VERF: t"=5 Q1DY ~ ~9D 0 ossiS~rI SIRES ~ °RAO pEiE o50ry rvo.. scw~E wccoreolrv Ec1:EO Elrvcrv ~scn ~~4q` f1LEBR5]fi9001 P02i01901 vreovEO EoRR9J-5889-801 0 oPSre04-20-200fi D13 OF 48 C 1.2.5 STD PWJ 4-1fi ON SHEET C 1.2.1 -SEE SHEET C 2.2.1 FOR MIDDLE ROAD IMPROVEMENTS C8 8 -TYPE 1 RIM. E3a3+66 44 14 A0 Ri 42 LF 12" CPEP SD C89-TVPE115.2a Rr GENERAL NOTES: ~/ KEY MAP PROPOSED LEGEND: CURB AND GUTTER - - PROPERN LINE RIGHT-OF-WAY LINE -334- PROPOSED ~ COMOUR -330- PROPOSED 5 CONTOUR ~.mH asN .VaPE z STORM DRNN LINE RERLEAASED VALCVE M ~WAiER FITTING ////// BLOW-OFF ASSEMBLY GATE RVALVE FDIREE HroBRVRICE WRH METER AIR/RELEASE ASSEMBLY REDUCER GAif VALVE SPNIiPRV FORCE MNN \_LOW POINiHDRAIN CSEWER SERVICE ASPHPLi PAVEMENT CONCRfIf SIDEWALK SURVEY INFORMATION: HORIZONTAL DATUM: NAD83/91 WCSHINGION STATE SOUFH ZONE BASIS OF HORIZONTAL UATUM HELD THURSON COUNtt BEARING BETWEEN ~/J6$9 AND X839 EI/4 TO CEN SECF. PER THURSipN COUNIV N 88'40'48' W PND COMPUFEO INi ERSECFION OF RAILWAY ROAD AND MIDDLE ROAD 1300.65 FROM fi/4 PER PlA OF PRAIRIE CRffK HELD 5/8" REBAR LOCAi ED Ai INi ERSECFION MIDDLE RD AND RAILWAY RD AND 2" BRASS Ai CEMER SECTION VERTICAL DATUM: NGVD29 9AS5 OF VERFC?L DATUM. COUNtt ~riPS2 SELSECFU COR N iH i TV 52 (338.296') i0 FE K 3 (33933') URS ON COUN GP MA REFERENCE MPR PDDIiIONAL REMARKS: 2 (732.21), RE (NO PDJUSIMENF MPOE) COMBINED STALE FACTOR GR0.99991 J69 ROAD "B"CURB RETURN TABLE BeclNaow E 4 cE F2 cure6 E EvAnoNS ENo BEGN s3a oFFSE3 mE/ FA ENO s3A oFFSE3 RADIUS LENC3H oEL3A O e55+65.16 o 4ao 65.1 a~z 635 aia e55+9o.n sF 55o is5 e7a9 a9 1O0 B35+40.82 11.0' Ri 343.05 343.22 343.38 343.55 343.12 B35+16.11 41.50' Ri 35.0' 5648' 92'21'25' *CURB RAMP LOCATIONS (ROAD B) POINT A POINT B NG. B35+69.68 210DS'E Li B35+E9.J9 269D'E Li B35+61.18 23.30' Ri B35+61.33 30.50' Ri 'REFER iG CURB RPMP SiAiIGNING DEiPIL ON SHEET C 1.2.1 CALL TWO WORKING DAYS PPPROVEO FOR CONSiROCPON ® BEFORE YOU DIG HI BV: DATE: DEVELOPMENT RENEW ENGINEER 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER aeR Nye JOHN'S MEADOWS ROAD *~B*~ PLAT ROADWAY AND DRAINAGE .~ ~~w~ '°`" vELr,wnsnlrucioR PLAN AND PROFILE