HomeMy WebLinkAboutWTR2702961.11PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
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SCALE: 1" = 40'
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NOTE. • WATER LINE SHOWN ON PROFILE IS
PROVIDED TO ALERT THE CONTRACTOR TO
PROBLEM AREAS AND UTILITY CROSSINGS
CONTRACTOR SHALL CONSTRUCT THE WATER
LINE TO AVOID CONFLICTS AND ELIMINATE
NEED FOR VERTICAL BENDS AND RESTRAINED
JOINTS ALL VERTICAL BENDS SHALL BE
INSTALLED WITH REQUIRED FITTINGS AND
CONCRETE THRUST BLOCKING PER CITY OF
RENTON STANDARD DRAWINGS BR26 AND B22.
NOTE. • ALL EXISTING TOPOGRAPHY
PROVIDED BY M.A. SEGALE, INC.
AND RINGEL AND ASSOCIA TES
HORIZONTAL DA T UM: NAD 198311991
BASIS OF BEARINGS. HELD BEARING OF NO1 05'10 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 SEC77ON 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.
VERTICAL DATUM. NA VD 1988
BENCHMARKS
ORIGINATING BENCHMARK.- CITY OF RENTON MONUMENT #612 — TOP
OF MONUMENT IN CASE. ELEVATI0N 260.068.'
BENCHMARK 11 — "X" IN SIDEWALK AT S.E. QUADRANT OF
INTERSECTION OF N.E. 3RD ST.. AND EDMONDS AVE. N.E. ELEVATION
272.48. '
BENCHMARK 12 — TOP OF MONUMENT AT THE WEST QUARTER CORNER
OF SECTION 16, TWN. 23N., RGE. 5E., W.M. ELEVATION 312.80.'
BENCHMARK JJ — TOP OF 1-1/4" REBAR AT THE NORTHWEST SIDE
OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENT70NI
0E7ENT7ON PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
CORNER OF SECT70N 16. ELEVATION 259.77'
Checked for Compliance to City Standards
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TRLAD
ASSOCIATES
11814 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800.488-0756 toll free
www.triadassoc.com
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DONALD J. HILL, PE
PROJECT MANAGER
BRADLEY T. FREEMAN, PLS
PROJECT SURVEYOR
MARK A. REEVES, PE
PROJECT ENGINEER
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 1111102
SCALE: HORIZ.: 1 "=40' VERT.:1'--4'
A. R
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O 20401
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EXPIRES, 4/26/03
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STAMP NOT VALID
UNLESS SIGNED AND DATED
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