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HomeMy WebLinkAboutWTR2702933.10 U 6 z 0 w a w W Lu 0 0 a Mimi] 11111H n 9-1 Z O_ Ln LJ ry A5- BUILT PHASE /// 41OZ � f sa 4Oft 236 3i STL4��� rC�yAL ExP*QE.) :)/11/03 ^',0t#q . 2' "2 P.?J PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M. 1 " WATER METER PER CITY OF RENTON STD. DETAIL 8106 (TYP) 1 +89. 60 3. 47' RT 1-8 x22-1 2' BEND MJ 171 W/ CONC. BLOCKING 170 fiA -iWA 10' PUBLIC UTILITY EASEMENT 3+06.40 2.72" RT (rn,) 1-8 x22-1/2' BEND W/ CONC. BLOCKING 172 173 174 1 Mft . .:�w� • X I AJ ��J 177 AFt UU /N T 4 = 3+ 178 W4ft293307 SCALE: 1 " = 40' 0 20 40 so PROVIDE 1.5 MINIMUM VERTICAL SEPARA TTON BETWEEN WATER AND ALL UTILITIES 1ALL DUCTILE IRON PIPES AND F7TT7NGS SHALL BE POL YWRAPPED NOTE.- ALL EXISTING TOPOGRAPHY PROVIDED BY M.A. SEGALE, INC. AND RINGEL AND ASSOCIATES NO7E. WA7ER LINE SHOWN ON PROFILE IS PROVIDED TO ALERT 7HE CON7RACTOR TO PROBLEM AREAS AND U77L1 TY CROSSINGS. CONTRACTOR SHALL CONSTRUCT THE WA TER LINE TO AVOID CONFLICTS AND ELIMINA TF NEED FOR VERTICAL BENDS AND RESTRAINED JOINTS ALL VER77CAL BENDS SHALL BE INSTALLED WITH REQUIRED FIT77NGS AND CONCRETE THRUST BLOCKING PER CITY OF RENTON STANDARD DRAWINGS BR26 AND B22. HORIZONTAL DATUM: NAD 198311991 BASIS OF BEARINGS. HELD BEARING OF N01405'10"E BETWEEN THE NORTHWEST CORNER OF SECTION 16, TWN. 23N., RGE. 5E., W.M., (CITY OF RENTON MON. 1612) AND THE WEST QUARTER CORNER MONUMENT OF SAID SECTION 16. THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN THE IMMEDIA TE AREA. VER77CAL DATUM. NAVO 1988 ORIGINATING BENCHMARK. CITY OF RENTON MONUMENT #612 - TOP OF MONUMENT IN CASE. ELEVA7ON 260.068.' BENCHMARK #1 - "X" IN SIDEWALK AT S.E. QUADRANT OF INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON 272.48. ' BENCHMARK #2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER OF SEC77ON 16, TWN. 23N., RGE. 5E., W.M. ELEVA 77ON 312.80. ' BENCHMARK #3 - TOP OF 1-1/4" REBAR AT THE NORTHWEST SIDE OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETFNTTON/ DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER CORNER OF SECT70N 16. ELEVATION 259.77' SCANNED SEP 13 2002 Checked for Compliance to City Standards �i ,- 6 0 6Jv t© -,0 1 TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. N1 Kirtland, TA OM-6625 Tel 425.821.8448 Fax 425.021.3481 Toll Free 800.4M.0756 wwwAriadaesoc.00m W v Lk co O CC �PC zi 213 Q QO Q. cc QC W C O O Z W y qm (az 0. Q� � O Z O O Wz Q Z+ W c O V z" DAMALD J. HILL, PE _ PROJECT MANAGER BRADLEY T. FREEMAN, PLS PROJECT SURVEYOR WILUAM J. GOGGN, PE PROJECT ENGINEER „ "REY L. COX, ASLA PROJECT LANDSCAPE ARCHITECT DATE: JUL Y 16, 2001 SCALE: HOR1Z.: 1 "=40' VERT.:1 "=4' EXPIRES 1/22/03 9/6/0/ STAMP NOT VALID UNLESS SIGNED AND DATED N 8 in o JOB NUMBER 0 0 - 022 8 s SBLET NUMBER 2'OF 26 1 QU�A/13-/ 02001 TRIAD ASSOCIATES I QQI�21 SCANNED FES 15 200L 0 0 o d N W