HomeMy WebLinkAboutWTR2702961.1WATER METER
PER CITY OF RENTON
STD. DETAIL B106
(TYP)
25+66.71. 5.02' RT
1-12 x 22 1/2' BENC
W/ CONC. BLOCKING
33'1 PT = 25+83.83
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o , 1-12 x8 TEE FL 1-FIRE HYDRANT ASSY.
C� W r �\ TRACT 1 19+71.59 6,52' RT i 2-12" GATE LVES (FLxMJ) W/ CONC. BLOCKING 25d 03.01 5.80" RT ? p
_� z 1 \ �' OPEN SPACE 1-12 x 11 1 4' BEND MJ 1-8" GA TE VA VE (FLxMJ) 1 12 x 11 l 4' BEND (MJ) O�
W/ RESTRAINED JOINTS W/ CONC. BL CKING W/ CONC. ,BLOCKING
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W N I 4' MIN. COVER
OVER 12 PIPE
(TYP) WATER
12":CLASS 52 CLASS
52 �''
.. D.1. WA TER 1 1.2
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NOTE. • FILL AND COMPACT THE ROAD
PRISM TO FINISH GRADE PRIOR TO
EXCA VA 77ON FOR THE INSTALLA 7IDN
OF 774E WA TER MAIN.
26+00
270
27+00
NOTE.• WATER LINE SHOWN ON PROFILE IS
PROVIDED TO ALERT THE CONTRACTOR TO
PROBLEM AREAS AND U7ILITY 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 FI T77NGS AND
CONCRE7F 77-IRUST BLOCKING PER CITY OF
RENTON STANDARD DRAWINGS BR26 AND B22.
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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-corn
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CA
NOTE. • ALL EXISTING TOPOGRAPHY
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PROVIDED BY M.A. SEGALE, INC.
OC
AND RINGEL AND ASSOCIATES
LL
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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
V
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
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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 260.058.'
W
BENCHMARK #1 - "X" IN SIDEWALK AT S.E. QUADRANT OF
�
IN TERSECT70N OF N.E. 3RD ST. AND EDMONDS AVE. N.E. ELEVATION
'
272.48.
BENCHMARK #2 - TOP OF MONUMENT AT THE WEST QUARTER CORNER
c a
OF SECT70N 16, TWN. 23N., RGE. 5E., W.M. ELEVATON 312.80.'
BENCHMARK #3 - TOP OF 1-1/4" REBAR AT THE NORTHWEST SIDE
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OF A SET OF 6 POWER POLES BETWEEN TWO (2) RETENTION/
o
DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
CORNER OF SECT70N 16. ELEVATION 259.77'
A N
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DONALD J. HILL, PE
PROJECT MANAGER
BRADLEY T. FREEMAN, PLS
PROJECT SURVEYOR
MARK A. REEVES, PE
PROJECT ENGINEER
Checked for Compliance to City Standards
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PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 1111102
SCALE: HORIZ.: 1'=40' VERT.:l --4'
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20401
�GISTER" G�
SjoNAL �� 8
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EXPIRES: 4/26/03 0 0
STAMP NOT VALID
UNLESS SIGNED AND DATED m q
00
JOB NO. 0 0 _ 022
SHEET NO. 3 5 0E 4 4 N
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CQ 2002 TRIAD ASSOCIATES O 0
ANNEO MAR 2 8 2003
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