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LOT LINE
BSBL BSBL
1 5' 1 5' 1
LOT LOT
144 I 1143
12.5'
4' MIN.
CO VER
3.33'
(MIN.) 15,g.3,
WA TER MAIN
STEEL CASING BUILDING
FOOTING
SECTION X -X
NOT TO SCALE
E 7 Jq6,,.74b. y57 7,W
�iFMPORARY BLOW —OFF
ASSY. AND BLOCKING AND
CONNECT TO EXIS77NG 12'
STUB. SEE DETAIL, SHEET 22
INT 2+85.04 FERNDALE AVE NE
INT 3+02.46 FERNDALE AVE NE
12 x12" TEE (FL)
1-12" ADAPTER (FZxMJ)
1-12' GATE VALVE (FLx
1-12 x8" REDUCER (FL)
1-8" GATE VALVE (FLxA,
W/ CONC. BLOCKING
1-8" CAP f J)
1-7EMP. 2 BLOW —OFF ASSY.
W/ CONC. BLOCKING
.......... . . . ... ............... . . . . . ........ . ......................... �___/ ............
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LJ EX. 12' WATER— — — — 12" p•L CLASS ;CAP END
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NOTE: 240 p LOW —OFF ASSEM
VERTICAL FITTINGS AND THRUST
,
F
TEMP BLOW FF B BL Y
ASSEMBL Y
BLOCKING AND/OR RESTRAINED E
JOINTS ARE REQUIRED AT EACH EX__
— 8 SAN'� Y SEWER
SEE DETAILS, SHEET 22. — REMOVE EX. CAP ;AND
, F
:
TEMPORARY BLOW —OFF
ASSY A CONNECT
TO EX. 1 STUB
3
..................................::::...::..s'/�/
FILL AND COMPACT THE ROAD
PRISM TO FINISH GRADE PRIOR A pp
TO EXCAVATION FOR THE C�4LE: = 4O HOI�IZ
INSTALLATION OF THE WATER MAIN - NE �ND S TREE T = 4VERT. FERNDALE 1VENUE IVE
,
` EXISTING GROUND
ELEVA AT ¢ ELEVA AT C
EXIS77NO GROUND
CZ
770N 1YP 71CN TYP
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16+00 17+00 18+00 19+00 20+00 1 +00 2+00 3+00 4+00
NOTE.•
LOCA 77ON OF IN TERSEC 770/V
OF NE 1ST STREET AND
FERNDALE AVENUE NE:
N 179,503.5356
E 1, 306, 599.8505
SCALE: 1 " = 40'
0 20 40 80
PROVIDE 1.5' MINIMUM VERTICAL
SEPARA T1ON BETWEEN WATER
AND ALL UTILITIES
ALL DUCTILE IRON PIPES AND
FI T77NGS SHALL BE POL YWRAPPED
EAN
TE• ALL EXISTING TOPOGRAPHY
OVIDED BY M.A. SEGALE, INC.
D RINGEL AND ASSOCIATES
NOTE.
WATER LINE SHOWN ON PROFILE IS PROVIDED TO
ALERT THE CONTRACTOR TO PROBLEM AREAS AND
U77LITY CROSSINGS. CONTRACTOR SHALL CONSTRUCT
THE WATER LINE TO AVOID CONFLICTS AND ELIMINATE
NEED FOR VER77CAL BENDS AND RES7RAINED JOINTS
WHERE POSSIBLE. ALL VERTICAL BENDS SHALL BE
INSTALLED WITH REQUIRED FI T77NGS AND CONCRETE
THRUST BLOCKING PER CITY OF RENTON STANDARD
DRA WINGS BR26 AND B22.
HORIZONTAL DATUM: NAD 198311991
BASIS OF BEARINGS. • HELD BEARING OF N01 05'10"E BETWEEN THE
NOR774WE-ST CORNER OF SEC77ON 16, TWN. 23N., RGE. 5E., W.M., (CITY
OF RENTON MON. ,¢#612) AND 774E WEST QUARTER CORNER MONUMENT
OF SAID SEC77ON 16. 774E BEARING IS DERIVED FROM STATE PLANE
COORDINATES FOUND IN THE CITY OF RENTON SURVEY CONTROL
NETWORK AND CORROBORATED BY VARIOUS RECORD OF SURVEYS IN
174E IMMEDIATE AREA.
VER 77CAL DATUM: NAVE) 1988
BENCHMARKS
ORIGINA77NG BENCHMARK: CITY OF RENTON MONUMENT #612 — TOP
OF MONUMENT IN CASE. ELEVA7ION 260.068.'
BENCHMARK #1 — "X' IN SIDEWALK AT S.E. QUADRANT OF
ELEVA 77ON
N.E.
INTERSECTION OF N.E. 3RD ST AND EDMONDS AVE
272.48. '
BENCHMARK 12 — TOP OF MONUMENT AT 774E 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) RETEN770N/
DETENTION PONDS APPROXIMATELY 950' EAST OF WEST QUARTER
ON 16. ELEVATION 259.77'
CORNER OF SEC17
Checked for Compliance to
City Standards
1���
TRIAD ASSt MOMS
Project Management
Civil Engineering
Land Surveying
Land Use Planning
Landscape Architecture
Site Design
11814 115th Ave. NE E"iridand, 111 OW-690
Tel 425.821.84M Fax 425.621.3481
Toll Free 600.406.0756 vwtriadaseoexom
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DMALD J. HILL, PE
PROJECT MANAGER
BRADLEY T. FREEMAN, PLS
PROJECT SURVEYOR
WLUAM J G"N PE
PROJECT ENGINEER
JEFFREY L. COX, ASLA
PROJECT LANDSCAPE ARCHITECT
DATE: JUNE 22, 2001
SCALE: H0FdZ.: 1 "=40' VUT.:1 "=4'
EXPIRES 1/22///0033
STAMP NOT VALID
UNLESS SIGNED AND DATED
N N
88
JOB NUMBER 0 0 — 022
8 S
3
SHEET NUMBER 2 0 2 3
OF
N
LUA00123
02001 TRIAD ASSOCIATES
w - �. (�; u ,02 SCANNED FEF �. .
SCANNED SEP 13 2002 ,. tA/ .�`