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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