HomeMy WebLinkAboutW-43880100
00
N
i
E TRANS TION
i' CLF/6' TEEL
L
`-" I V LI I V VI I_L_JL
1.3-WAY 6' CLF
INTERSECTION
STA: 11 +39.31, 0.00'
1-45° 10" BEND (MJ)
1-CONC. THRUST BLOCK
391.52'
INTERSTATE 405
CONNECT TO EXISTING 10"
WATER WITH 10" SLEEVE (MJ)
BY CITY FORCES
6' CLF ANGLE POINT
BEARS N53°23'W, 1.3' FRSD4-eA-LZULATE D LOT CORNER
8' CLF Elvin OGnpc 9 n, rpOM CALCULATED LOT
tEXISTING FIRE
`;,F HYDRANT
L-6 CLF 1
•m
N
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
BASIS OF BEARING
F
Q
HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE,
GRID BEARING OF
8'/6' CLF INTERSE,
NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE
BEARS S26°55'w,
INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF
CLF CALCULATED LOT i
RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE
NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF
SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891,
RESPECTIVELY.
HORIZONTAL DATUM
NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY
THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK
UNIT OF MEASUREMENT IS U.S. SURVEY FEET
ALL DISTANCES SHOWN ARE GROUND
A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND)
6' CLF
WAS HELD AT CITY OF RENTON CONTROL ID. 1895
STORMWATER
DETENTION
POND
VERTICAL DATUM
NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL
BENCHMARK NETWORK) (NGS2018 GEOID - USED)
25 1 1 25
20
EXISTING 10" WATER MAIN,
CONTRACTOR TO POTHOLE
AND VERIFY DEPTH PRIOR TO
CONSTRUCTION.
0
a-
rn
Know what's below.
Call before you dig.
STA: 10+23.32
10"x4" TEE (MJxFL)
4" GATE VALVE (F.LxMJ)
10" GATE VALVE (MJxMJ)
1-CONC. THRUST BLOCK
STA: 10+41.46
CONNECT TO EXISTING
1-90° 10" BEND (MJ)
1-CONC. THRUST BLOCK
8" STORM
CROSSING
15MIN
L 18 LF 10" DI CL52
5 LF 10" DI CL52
15
EXISTING GRADE AT
WATER CENTERLINE
FINISHED GRADE AT
WATER CENTERLINE
14
Ln
r (0
rn In
U)
00
r
L
r
US
r
r
:
N
j N
N N N
N
N
W
1 W
W L_
W
10+00
10+50
WATER
PROFILE
SCALE: H:1 "=20', V:1 "=2'
�VO� �g IVASN j��
�SSIONAL ��G
05/15/2026
STA: 11 +29.25
1-45° 10" BEND (MJ)
1-CONG. THRUST BLOCK
FINISHED GRADE AT
WATER CENTERLINE
STA: 14+00.49
CONNECT TO EXISTING
1-90° 10" BEND (MJ)
1-CONC. THRUST BLOCK
— — — — —{— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- —
—[EXISTING
— — — —
EXISTING GRADE AT
WATER CENTERLINE
8" S ORM
CRO SING
10 LF 10" DI CL52
STA: 11 +39.31
1-45° 10" BEND (MJ)
1-CONC. THRUST BLOCK
88 LF 10" DI CL52
168 LF 10" DI CL52
STA: 13+07.56
1-90° 10" BEND (MJ)
1-10" GATE VALVE (MJxMJ)
1-CONC. THRUST BLOCK
1.5'IMIN
6" STORM
CROSSING
93 LF 10" DI CL52
In 't r\ r O� u) M CD r\ N r\ CD r\ r\ O CD ti CD M
U� ORIq
� Ln Lq
r r r r r r r r r r r
N N N N N N N N N— N— N
N N N N N N N N N N N
W U_ W W LL W LL W LL W LL W U_ W U_ W U_ W U_ W U_
11+00 11+50 12+00 12+50 13+00 13+50
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
U') r
L
rq
N N
W �
5LF10"DIC
WATER UTILITY NOTE
ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END (S)
SHALL HAVE A WEDGE -TYPE RETRAINER GLAND EQUAL TO MEGALUG
SERIES 110
20
EXISTING 10" WATER MAIN,
CONTRACTOR TO POTHOLE
AND VERIFY DEPTH PRIOR TO
I CONSTRUCTION.
15
14
r r
r
r r
N N N N
W LL W LL
14+00 14+10.49
00
co
N
u
�,
T
T
O
O
O
I
Ln
N
J
Lid
N
W-438801