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C1-2-6CALL TWO WORKING DAYS ®BEFORE YOU DIG 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER GENERAL NOTES: PROPOSED LEGEND: NECfSSARYRTO HCOMPLfif THISNWORK~ALL ALL MATERIALS ANU E00IPMEM CURB AND GUTTER z RooF oRNNAGE oN EACH LoT To BE coNVEWO To INDIMOUAL oev - - LoT uNe weusELOTS SHALL aEpcRAOeo To oaaN.MOavweus To BE slzeo PER PROPERrv uNE Cltt R 00IREMENTS AN PROVIDED By HO E BU IDER 3. CATCH BASIN SYMBOLS ARf NORMAL SIZE. RIGHT-OF-WAY LINE 6. STATIONS AND OFFSETS FGR CATCH BASINS PRE TO CENER OF STRUCTURE. -334- PROPOSED ~ COMOUR -330- PROPOSED 5 CGNTGUR ROAD SECTIONS ARE SHOWN ON SHEET C 1 2 0 `CURB RAMP LOCATIONS (ROAD B) ~ CATCH BASIN TYPE 1 POINT A POINT B ~ CH BASN TWE 2 STATION OFFSET STATION OFFSET STORM DRNN LINE ~5 C40izZ.5J 1},B9' LT C40izZ.28 21.93' LT AIR AND VACUUM ^8 C40i2B.44 12.59' RT C40+28.J1 20.89' RT WATER FITTINGS 2 T /// BLOW-OFF ASSEMBLV CURB FA AND WSDOT STD PUW F-3a FOR TWE 1A CURB RAMP GATE RVALVE FPIREE HypRRVRICE WITH METER / AIR/RELEASE ASSEMBLV ~ ~ REDUCER GATE VALVE SPNITPRV FORCE MNN ~ \ L ~ PIG UUNCH PORT _~ LOW POINT DRAIN KEY MAP ~sewee SERVICE =40D' N 0 ASPHALT PAVEMENT SURVEY INFORMATION: ~ coNCRETE sloewALK HORIZONTAL DATUM: NAD83T 91 WASHINGTON STATE SOUTH ZONE BASIS OF HORIZONTAL DATUM. HELD RSTON CO Ntt BEPRINC BETWEEN p~]656 AND x/839 51/4 TOUCEN SEC?UPER THURSTON COUNTY = N 88'40'48' W PND COMPUTED INTERSECTION E1/4 CREEK AI WAY ROAD ANU MIDDLE RoAO T3oo.ss FROM PE PuT OF PRAIRIE ~ELD 5/B" REBAR LOCATED AT INTERSECTION MIDDLE RD AND RRAILWAY RD AND VERTICAL DATUM: NGVD29~ A CENTER SECTION BASIS OF VERTICAL DATUM: HELD THURSTON COUNTY NGP52 SH SEC? CUR URSTON COUNTY GPS2 (338.296') TO FEMA REFERENCE MPRK 3 (33833') ADDITIONAL REMARKS: IS 10.04' HIGHER, CHECKED TO FEMA REFERENCE MPRK 2 (332.21'), CHECK-IN ERROR +0.03 HIGHER (NO ADJUSTMENT MPOE) ROAD"C"CURB RETURN TABLE BEGIN STA OFFSET FLO INS/ FA W L CE F CU RR E EVATIO NS END STA GFFSET RADIUS LENGTH DELTA BEGIN 4 2 END O Ca0i 13.96 .97 37.3 371 36.9 36.6 36,a Cop+38.02 0 25.0 2.35 ]40933 O2 C40412.25 3J.19' LT 336.66 336.J5 336.84 336.63 336,43 C40+3J.22 11.0' LT 25.0' 60.4J' 92'4A'zJ' O3 Ca2i 12.55 .6] 39.2 }9,9 ap.6 399 J9. C42+p2.ap .05 38.0 6x.2 2x]3626 O4 C42402,40 33.05 RT 339.0 - 338.66 - 338.32 C41+68.18 185' RT 25.0' 29.5' 6I'3fi 26' ROAD"C"HORRONTAL CURVE DATA CURVE DELTA AOIU ENGT NGE BEGIN sA ENO sTA PI sA CB 42'4255" 50.00 32.28' 19.55' C41 ~SS.J6 C42+23.04 C42+05.31 a~ anon ••R" SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M. ~i ~ I I sraLE N FEET ao o® HoR¢: r'=zo' vERT: r'=s' ~ZpY ~ ~9d xo;". ~~ o x ~ ;~ f11EBR5]fi9001 P02i01501 ~UR29J-5889-401 0 0P~04-20-200fi PPPROVEO FOR CONSiRUCPON BY: DATE: DEVELOPMENT RENEW ENGINEER aER NM+E oRAVANc JOHN'S MEADOWS ROAD "C" ,4 of as PLAT ROADWAY AND DRAINAGE °° ^ PLAN AND PROFILE C 1.2.6 .~~~Mw~ VELM, WASHINGTON S \------