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PORTIONS SEC. '16, TWP. 23 Kp RGE. 5 E., W.M.
163 164
09.42 /0.0'
7+14.
1-FIRE H RANT AS;
W/ CONIC. BLOCKING
41
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REMOVE EX. CAP AND ,
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TEMP. BLOW -OFF ASSY.
ND CONNECT TO EX.
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8""WATER.
4
(SEE DETAIL, SHEET 25 ;
280
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270
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43 5�
10+36, 6.47' LT
1-2 AIR- VACASSEMBL Y
4.3 10.5 _
'
9 68
7+779E3,
LT
1-8 TEE
2- 8" GA TE
VALVES (FLxMJ)
167
1-8" ADAP
R (FLxMJ)
1-8" VERTI
AL CROSS
(FOR "POL)
-PIGGING)
a r = 9+64.24
W/ CONC.
PLOCKING
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NOTE.
VERTICAL FITTINGS AND THRUST
BLOCKING AND/OR RESTRAINED
JOINTS ARE REQUIRED AT EACH
CROSSING. SEE DETAILS, SHEET 25. II
N07F•
FlLL AND COMPACT THE ROAD
PRISM TO FINISH GRADE PRIOR
TO EXCA VA 77ON FOR THE
INSTALLA 77ON OF THE WA TER MAIN
SCALE: 1 " = 40'
0 20 40 80
NOTE. ALL EXISTING TOPOGRAPHY
PROVIDED BY M.A. SEGALE, INC.
AND RINGEL AND ASSOCIATES
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 AVOID CONFLICTS AND ELIMINATE
NEED FOR VERTICAL BENDS AND RESTRAINED JOINTS
ALL VERTICAL BENDS SHALL BE INSTALLED WITH
REQUIRED FIT77NGS AND CONCRETE THRUST BLOCKING
PER CITY OF RENTON STANDARD DRAWINGS BR26
AND B22.
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 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 IMMEDIATE AREA.
VERTICAL DATUM. NA VD 1988
BENCHMARKS
ORIGINA TING BENCHMARK. CITY OF RENTON MONUMENT #612 - TOP
OF MONUMENT IN CASE. ELEVATION 260.068.'
BENCHMARK #1 - X" IN SIDEWALK AT S.E. QUADRANT OF
INTERSECTION OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION
272.48. '
BENCHMARK #2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER
OF SECTION 16, TWN 23N, RGE. 5E., W.M. ELEVATION 312.80.'
BENCHMARK #3 - TOP OF 1-1/4" REBAR AT THE NORTHWEST SIDE
OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/
DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
CORNER OF SECTION 16. ELEVATION 259.77'
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 115th Aye. NE Kirkland, T1 08034-802.R
Tel 425.821.8448 Fax 425.821.3481
Toll Free 800.488.0756 wwwAriadaeeoc.00m
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DONALD a HILL, PE
PROJECT MANAGER
BRADLEY r. FREEMAN, PLS
PROJECT SURVEYOR
WtLUAM J. GOGG/N, PE
PROJECT ENGINEER
XFfWEY L. COX, ASLA
PROJECT LANDSCAPE ARCHITECT
DATE: JUL Y 16, 2001
SCALE: HOR1Z.: 1 "=40' VERT.;1 "= 4'
EXPIRES 1/22/03
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NUMBER O 0 _ 022 8 9
M
SHEET NUMBER M
23OF 26 N
N
02001 TRIAD ASSOCIATES I Q U IA� Q 0 l 1 � 2I 3
SCANNED FEB 15 2002
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SCANNED SEP 13 200ZI� W.