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MA TCHLJNE STA. 10+5
192
10+54.73, 4.03' LT
1-8 x45' BEND AdJ
W/ CONC. BLOCKING
193\ '
11 + 02.56, 7.59' LT
1-8 x45' BEND MJ
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PORTIONS SEC. 16, TWP. 23 G'I RGE. 5 E., W.M.
SEE SHEET 23
12'-8" D.I. 1 �9 8170 .
11+ I . 'I}- LT 13+33.4 049" LT
1—FIRE H RANT ASSY. 1-8 TEE (FL)_,
W/ CONC. BLOCKING 2-8" ;GATE"VALVES
W/ CONC. 5
13+74.36 6.69' LT
HARRING�jy PLUG END
///���� ��' 1-8" CAP (MJ)
R % 1-2" TEMPORARY
1 BLOW —OFF ASSY.
W/ CONC. BLOCKING
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18'-8" D. 1.
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290
ER77CAL FIT77NGS AND THRUST
3LOCKING AND/OR RESTRAINED
IOINTS ARE REQUIRED AT EACH
'ROSSING. SEE DETAILS. SHEET 25.
FILL AND COMPACT THE ROAD
PRISM TO FINISH GRADE PRIOR
TO EXCA VA 77ON FOR THE
INSTALLA 77ON OF THE WA TER MAIN
11 +00 12+00 13+00 14+00
SCALE: 1" = 40'
0 20 40 80
NOTE.• ALL EXIS77NG TOPOGRAPHY
PROVIDED BY M.A. SEGALE, INC.
AND RINGEL AND ASSOCIA TES
NOTE.•
WA TER LINE SHOWN ON PROFILE IS PROVIDED TO
ALERT THE CONTRACTOR TO PROBLEM AREAS AND
UTILITY CROSSINGS. CONTRACTOR SHALL CONSTRUCT
THE WA TER LINE TO A VOID CONFLICTS AND EL/M/NA TE
NEED FOR VERTICAL BENDS AND RESTRAINED JOINTS
ALL VE'R77CAL BENDS SHALL BE INSTALLED WITH
REQUIRED FI777NGS AND CONCRETE 7HRUST BLOCKING
PER CITY OF RENTON STANDARD DRAWINGS BR26
AND 822.
HORIZONTAL DATUM: NAD 1983/1991
BASIS OF BEARINGS. • HELD BEARING OF N01 05'10"E BETWEEN THE
NORTHWEST CORNER OF SECTION 16, TWN. 23N., RGE. 5E., W.M., (CITY
OF RENTON MON. #612) AND THE WEST QUARTER CORNER MONUMENT
OF SAID SECT70N 16. THE BEARING /S DERIVED FROM STATE PLANE
COORDINATES FOUND IN 774E CITY OF RENTON SURVEY CONTROL
NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS /N
774E IMMEDIATE AREA.
VER77CAL DATUM: NAVD 1988
ORIGINA77NG BENCHMARK: CITY OF RENTON MONUMENT #612 — TOP
OF MONUMENT IN CASE. ELEVA T70N 260.068. '
BENCHMARK #1 — "X" IN SIDEWALK AT S.E. QUADRANT OF
INTERSECT70N OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVA77ON
272.48. '
BENCHMARK #2 — TOP OF MONUMENT AT THE WEST QUARTER CORNER
OF SECT70N 16, TWN. 23N., RGE. 5E., W.M. ELEVA77ON 312.80.'
BENCHMARK #3 — TOP OF 1-1/4" REBAR AT THE NORTHWEST SIDE
OF A SET OF 6 POWER POLES BETWEEN TWO (2) RE7FN710N/
DETEN710N PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
CORNER OF SEC77ON 16. ELEVA T70N 259. 77'
SCANNED SEP 1 3
Checked for Compliance to City Standards
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TRIAD ASSOCIATES
Project Management
Civil Engineering
Land Surveying
Land Use Planning
Landscape Architecture
Site Design
11814 115& kw. R HirkMd, W1 =U-6=
Tel 425.821.6448 Fax 425.821.3481
Toll Free 800.488.7M wwwAriadasme.00m
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DONALD ,L HILL, PE
PROJECT MANAGER
BRADLEY T. FREEMAN, PLS
PROJECT SURVEYOR
WILLIAM J. GOGG/N, PE
PROJECT ENGINEER
XFFR£Y L. COX, ASLA
PROJECT LANDSCAPE ARCHITECT
DATE: JUL Y 16, 2001
SCALE: HORIZ.: 1 "=40' VW.:I"=4'
EXPIRES 1/22/03
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NUMBER 0 0 - 022
SHEET NUMBER 4 OF 26
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SCANNED FEB 15 2002