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A5"OCUIL7"
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2 92004
PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
18+82.22 2.00' LT
!NT 20+25.24 SE 4TH STREET
REMOVE EX. CAP AND
19+ 17.21 8.38. L T
= 26+33.34 INDEX AVENUE SE
CONNECT TO EX. 8"
WITH
1-12 x 22 1/2 • BEND (MJ) SEE
SHEET
35 368
WA TER MAIN
W/ RESTRAINED JOINTS
331
12 x8" REDUCER (MJ)
332
_
_--- P = 21+87.65
MAINTAIN EX. BLOW-
p i Q
5U �i ST
21+55.66 255' LT
OFF ASSY
IN 19+23.67 SE 4TH R
i'
I
1-8'x 22 1/2• BEND (MJ)
i = 1+00.00 ALLEY H cV
W/ CONC. BLOCKING
PT = 19+43.78 I
PC = 21+23.67
--
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-
104 12" D.I.
42'€'
..
D.l. 94'-8" D.l.
EX. 20' SANITARY
SEWER EASEMENT \ \ s\ \�
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PROPOSED FINISH
NGRADE TYP
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2 II N
N
BREAKLINE
3' MIN. COVER
OVER 8 PIPE
(TYP
(TYP) - -
-_ - .....
NOTE.- FILL AND COMPACT THE ROAD
PRISM TO FINISH GRADE PRIOR TO
EXCA VA 71ON FOR THE INSTALLA 710N
OF THE WA TER MAIN.
a N ° ° 00 r"
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N N N N N N
N N N
240
230
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 VER77CAL BENDS AND RESTRAINED
JOINTS ALL VERTICAL BENDS SHALL BE
INSTALLED WITH REQUIRED FITTINGS AND
CONCRETE THRUST BLOCKING PER CITY OF
RENTON STANDARD DRA WNGS BR26 AND 822.
NOTE. ALL EXISTING TOPOGRAPHY
PROVIDED BY M.A. SEGALE, INC
AND RINGEL AND ASSOCIA 7ES
HORIZONTAL DATUM: NAD 198311991
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. 1612) AND THE WEST QUARTER CORNER MONUMENT
OF SAID SECT70N 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: NAVD 1988
BENCHMARKS
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. ELEVATION
272.48. '
BENCHMARK #2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER
OF SECTION 16, TWN. 23N., RGE. 5E., W.M. ELEVAT70N 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/
DETENT70N PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
rnpAicv nc ccrTlnN 1Fi FI FVATInN 7.5.9.77'
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
z
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: HOPE.: 1 "=40' VERT.:1 "=4'
A_ RE
WA f G�
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2040'
�GlSTE��' G�
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N N
EXPIRES: 4/26/03 0 0
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 0 0 _ 022
a
SHEET N0. 4 0 OF 4 4 N
0
CQ 2002 TRIAD ASSOCIATES L U A 0 0 1
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