Loading...
HomeMy WebLinkAboutS-382407N 00 C'7 O N CL F_ Z 2 W U Q J W H_ J_ H J J_ 2 z 0 F_ Z W cr N �( V� F— LLI - LLI LLI = LLI =_ _DAR AVE S ARCEL: 140-0169 4.33 33(6"CONC S) 43(6"CONC N) 33(8"CONC SE) 0.63 :ONC W) LI\V, 11\Illl\f\ Y TOP CENTER BOLT OF FIRE HYDRANT AT THE EASTERLY SIDE OF S 5TH ST AND CEDAR AVE S ELEVATION=196.62' ABANDON 1 ; IN PLACE LL1 � 190 w JEX SSMH: LLI V) N 176866:36 E 1302001.95 RIM = 192.67 180 I 6" S = 190:37 N 16994.96 176904.34 E 1'^,� 1302002.04 INSTALL NEW 54" SHALLOW MH R�cM 420 CEDAR AVE S PARCEL: 722140-0135 E 1302014.853 404 CEDAR AVE S PARCEL: 722140-0121 NOTE.ALL SIDE SEWERS ARE SHOWN IN THEIR AS —BUILT LOCATIONS VE PARCEL: v SSMH / 722140-0095 RIM=137.03 COC=133.43 / (8"CONC S & W) / BENCHMARK TOP CENTER BOLT OF FIRE HYDRANT AT THE EASTERLY SIDE OF S 4TH ST / AND CEDAR AVE S / P ELEVATION =1 40,77' 170........................R/M = 190-6+ 190.21......................... ........ OVEEX :6" .. ...... EXISTIn,............................................................................................................................................... lE S" N = 1$rB2 185.14 LAYS PVCA/V G ROAD ABOVE sEwER MH #1 140................................................................................................................................................................................................................................. - EX SSMH 1.Sp ..... . N 177410.79 E 1302015.85 'RIM = 137.03 IE COC = 133.43 �............... E EX..8"..... 1.q:p ...... EMOk/E EX. 6" . : 130............................................................ ......... ......... ......... ......... ......................................................................................................................................k#5.45A8 LF OF 8" V @:R EPLA C H ..1.30..... E WIT. 4"45% • EXISTING UTILITIES ARE SHOWN FOR ONE -CALL REFERENCE ONLY. CONTRACTOR 1-800-424-5555 SHALL UTILITIES FIELD A MINIMUM OLOCATE pF72EXISTING IHOU S Know what's below. PRIOR TO CONSTRUCTION. � Call before you dig. J AMERICAN SURVEYING 8 ENVIRONMENTAL, CONDUCTED AN AS -BUILT SURVEY OF ALL NEWLY CONSTRUCTED SANITARY SEWER SYSTEM TO PREPARE THESE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON FIELD SURVEY DATA AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL SANITARY SEWER SYSTEM STRUCTURES WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. 9DRVEYED: RENTON HILL UTILITY REPLACEMENT BRH VERTICAL NAVD 1999 HORIZONTAL HAD 7993/1997 � APR 2017 DESIGNED:JDH 1 „=20� �'• aL CITY 0 F DRAM RENTON JDH SANITARY SEWER II- ONE INCH II DATUM DRAWING N0: CHECKED: AT FUI LL SCgLE l Plannin Buildin Public Works Dept. S-1 JDH, MAB 9� 9� P NO. REVISION BY DATE APPR F NOT ONE INCH APPR DMC SCALE ACCORDINGLY CEDAR AVE S S"�`° 52 OF. ISI-1013181214T