Loading...
HomeMy WebLinkAboutWWP2703222.70 aLLJ ur) I 0 0 0 0 0 0 E--4 C) OU E-4 0 E-4 E--1 0 Ld 0 z < 2 ti � ®i -j cr- CL IL LLI ci ri >- M if Lr r-c -t A PORTION OF NE 1/4, SE 1/4, SEC. 14, T-23N, R-5E, W.M. (CITY OF RENTON, SANITARY SEWER), KING COUNTY7WASHINGTON 455.00 455.00 LO 0) r- 00 OP C*4 co 0 00 c0 00 CD N tn LO (D r® 00 Q0 00 ® C5 0 c� cli ui C3 00 10 C6 0mo o6 C3 �4' co Q0,ramGo r- r- r- r- -7f 00 00 't 00 6+00 5+00 [L 4+00 3+00 FINISH GRADE C/L ELEVATIONS EXISTING GROUND C/L ELEVATIONS 16`2ND PL. (URBAN SUBACCESS) HORIZ. SCALE 1"=40' VERT. SCALE 1"=4' VERTICAL DATUM CITY OF RENTON—NAVID 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE 0 EXACT SIZE, TYPE, LOCATION OR DEPTH. z 2+00 offlill 0+00 NOTE: FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE SANITARY SEWER MAIN. RECOMMENDS' FOR APPROVAL BY py BY 480 EXIST. GRADE @ C/L PIPE @ C/I PIPE 4 O's PVC @ W w ATQR CROSSING I.E. 6"D.L=458.08 CROWN SS=4,67.34 j -7 (o. -7 STA. 4+76.2 RT. SSMH# 5 TYPE 13-54"0 (SHALLOW MH)� RIM=472.29 V79. SO I.E.=4156.60 10P, 4W (N V6 -7 Z3 460 3 A-.E.=46 50 -01r—euT- I.E.=466.50 8"!;, 6UT (SlW)IN DATUM ELEV 455.00 C\ It 5013222 tl STA: 23+kW.-7$, 5.0 SSMH# 17 TYPE 1 48-01 RIM=48G-.;3± 11YO).17 CLEARANCE CONCRETE SQUARE COLLAR) I.E.= .09 8" OUT (S) q'7z.13 56.5 S13 STA: 214 56.48,' &.-OG' LT. SSMI-If 16 TYPE 1 48-0 RIM=4:76.3- q7&.q-5 COLLAR) I.E.=AkR Q5 8`IN (N) Y69-33 I.E.=46:7.95 10�1 OUT (W)4/(-9-/3 O OO c\j Ln (D Cd 0+00 1 +00 2+00 P Q S M 11 T # LIB M H # 5 TO"1 � HORIZ. SCALE 1"=40' VERT. SCALE I"=4' UNlD*ER.,j!5*0M,[D PIPE LOCATION BASED ONSL W-ACEFEArjR S. A CMAL L 0 C AT i 0 \1 M, , VARY. i CON-111-IM THAT 7111E LOCATIONS, ELEVATIONS, DEVMS, AND AS-9tUT C0hr-'kE-NrrS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONOMONS As DETERMTR//'T)-�21 UNDER MY DIRECT SUP8 RVISION ON THIS [)ATE: DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 scorn incorporclted lill oil III Ulu= PROJECT 11 LAKERIDGE DEVELOPMENT, INC. P40. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228-9750 PLAT OF LIBERTY GROVE CONTIGUOUS SANITARY SEWER PROFILES (162ND PIL S.E./ SSMH# 5 - SSMH# 17.) 79M. -j OR 10 f I:\Project\01-470 Ll BERT Y\dwg\014 70ENG,d wg 1/19/2005 9�19:17 AM PST /7) SCANNED APR 22 24E� k" k3