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1-20-03
PORTIONS SEC. 161
W
PCC = 73+56.62
13+75.42. 8.35' RT LA.
REMOVE EX. CAP AND
TEMP. BLOW -OFF ASSY.
CONNECT TO EX. 12' WATER
(SEE DETAIL, SHEET 28)
X_ BOLLARDS
W/ CONC. BLOCKING
PER DETAIL, SHEET 28 u
z Qr
L45 695.AW RT
F2x8 TEE FL
12- GATE VALVES (FLxMJ)Q
3- GATE VALVE (FLxMJ)
CONC. BLOCKING
18+57.07 INDEX AVE SE
9+70.71 INDEX PL SE ;
REND MJ
JOINTS
N
4 t s' 1'A'-x M 3
P k 2" i-eAe. u6w- oFf
SCALE: 1" = 40'
0 20 40 80
HORIZONTAL DATUM: NAD 1983/1991
BASIS OF BEARINGS HELD BEARING OF N01 '05'10"E BETWEEN THE
NORTHWEST CORNER OF SECTION 16, TWN. 23N., RGEE, 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
ORIGINATING 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. ELEVA7ION
272.48. '
BENCHMARK #2 — TOP OF MONUMENT AT THE WEST QUARTER CORNER
OF SEC7701V 16, TWN. 23N., RGE. 5E., W.M. ELEVATION 312.80.'
BENCHMARK #3 — TOP OF 1-1/4- REBAR AT 77-IE NORTHWEST SIDE
OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/
DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
CORNER OF SEC77ON 16. ELEVA77ON 259.77'
Checked for Compliance to City Standards
I�IKOUMi 31�! err,
TRLAD
A S S O C f A T E S
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 L HILL, PE
PROJECT MANAGER
BRADLEY T. FREEMAN, PLS
PROJECT SURVEYOR
aAY A. LOOW IS, PE
PROJECT ENGINEER
.EFFREY L. COX, ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 1129102
SCALE: H01H'L.:1'--40' VERT.:l'-4'
1 A_L 0
EXPIRES: 10/22/02
2/2//OZ
STAMP NOT VALID
UNLESS SIGNED AND DATED
�, s
JOB N0. O 0 — 022 8 8
SMT NO. 24 OF 30
Z
SEE SYEF/
/-D
02002 TRIAD ASSOCIATES I I I I o o 1 � I I I I
-ANNED MAR