HomeMy WebLinkAboutW-381202N
TM
W
M
I
N
1•
i
0
:D
I-
w
w
w
w
0
co
co
v
Lu
Z
J
SEC.19 T.23N. R.5E. W.M.
PROPOSED SANITARY
SEWER BY OTHERS
FIRE HYDRANT ASSEMBLY PER
CITY OF RENTON STANDARD PLAN 310.1
14ST STA 14+40.30 (23.74 RT)
CUT CAP
WSDOT LIMITED
AND EXISTING 8" W
RIGHT OF WAY
14ST STA 14+68.48 (13.09 LT)
7.17'
(SEE NOTE 5) r_
NOISE WALL
PROPOSED 20" OPL
BY OTHERS
272 LF 8" DI W
/
V
„ice• - -�--_ ��� �i����JJJ11J11JJ
W_ W-M,, ffill 00,
so O-°� IUD D
g g
W w w w
w- w- W
- S ' S S S S S- S S S
S ST STS ST ST
S
_
I
-- PROVIDE F VERTICAL
CLEARANCE FROM BOTTOMITCH
<
TO TOP 6" WATER LINESEE
SHEET UTD121405
- T
FIRE HYDRANT ASSEMBLCONNECTION
74�11
CITY OF RENTON STANDPLAN
310.1DETAIL
14TH ST STA 17+45.91 (CITY
OF RENTON TO CUT IN NEW ISOLATION SEE SHE DP1M
VALVE ON EXISTING 8" W AFTER METER SERVICE FOR STORM/WATER / p�
EXISTING F
p h
LINE TO 1405 DAVIS AVE S. VALVE AND ASPHALT Xi _- CROSSING ELEVATIONS /
REPAIRS TO BE -
HYDRANT ASS MBLY
PROVIDED BY THE CITY OF /
=- _ ;-
RENTON. c
TO BE REMO
D Q� / / 1408
kl
W/
W
APPROXIMATE LOCATION = i5- _ ' W 2
w
1411
1
14TH ST TA 14+58.73 (53.76 RT) - - w _ _c-__ ••.,',i v
-I
w
fo
F1411��1�
I
1413 l `mil
3 ' CAP AND ABANDON EX 8" W
00
Ile
O;
8" DI �/ 14TH ST STA 14+66.24 (2.17 RT)
Qw IMF{ 8" DI
8"x8" VERTICAL CROSS
FOR POLYPIGGING PER STD
PLAN 300.6 WITH
TEMP BLOCKING p 1-8" 90° BEND (FLxFL)
p 1-8" GATE VALVE (FLxFL)
1-8" GATE VALVE (FLxMJ)
Lb 1-8" 11.25° BEND (FLxFL)
1-8" ADAPTORS (FLxMJ)
CAP 8" WATER AND PROVIDE CONCRETE BLOCKING
TEMP BLOCKING
s
rCONCIFIFTILIAL TESTING DETAIL
��CO TO SC DETAIL S= , LT
NOT TO SCALE
3�
o;
cCAP AND ABANDON
EX 8" WATER
8" DI
w wtE
CAP 8" WATER AND
PROVIDE TEMP
BLOCKING
So
CUT AND CAP EXISTING
8" W
14ST STA 17+95.11
(12.73 LT)
WATER
D
DETAIL
w
_
U)
w
O ° O
0
w w - F
N
d
ST� S _
S S Lu
Z
f S S
J
_T- U
i Y' RIGHT OF 'WAY
Cl OF RENTON TO ! CW IN NEW
IS LATION VALVE ON EXISTING 8" W-
AFTER METER SERVICE LINE TO ---
W 1407 SHATTUCK AVE. S. VALVE AND
Q ASPHALT REPAIRS TO BE PRO D
U Y CITY OF RENTON.
A .,,_ ;.. /'IPPRO (MATE LOCATION
r714TH STA 17+72.85 (34.29 RT)
Z m T 1406
m / EXISTING FIRE
/ HYDRANT ASSEMBLY'
TO REMAIN ❑
3'
0' CAP AND ABANDON
roEX 8" WATER
W
8" DI
W W
W
O
14TH ST STA 17+79.77 (3.04 RT)
co
1-8"x8" TEE (FLxFL)
2-8" GATE VALVES (FLxFL)
1-8" GATE VALVE (FLxMJ)
2.8" 11.25° BEND (FLxMJ)
CONCRETE BLOCKING
CONCEPTUAL TESTING DETAIL
WATER DETAIL
NOT TO SCALE
GENERAL NOTES:
1. ALL CONNECTIONS TO EXISTING WATER
MAINS TO BE PERFORMED BY CITY FORCES.
COORDINATE WITH CITY FOR SCHEDULING
AND REQUIRED CONTRACTOR SUPPORT.
2. CONSTRUCTION SHALL BE IN ACCORDANCE
WITH UTB 1221.
3. WATER MAIN PIPES BETWEEN DAVIS AVE
AND SHATTUCK AVE S SHALL BE D.I. CL 52
TYTON JOINT (PUSH -ON) PIPE WITH
RESTRAINED HARNESS AT BELLS EQUAL TO
MEGALUG SERIES 1700, OR ROMAGRIP 600
SERIES OR APPROVED EQUAL OR WATER
MAIN PIPES SHALL BE MECHANICAL JOINT
PIPES WITH RESTRAINED RETAINER GLANDS
0 25 50 EQUAL TO MEGALUG 1100 SERIES OR
ROMAGRIP OR APPROVED EQUAL.
SCALE IN FEET
4. ALL FITTINGS SHALL BE MECHANICAL JOINT
WITH RESTRAINED RETAINER GLANDS AND
WITH CONCRETE BLOCKING PER RENTON
STANDARD PLANS.
5. VERIFY THE LOCATION OF THE NEW OLYMPIC
OIL LINE PRIOR TO CONSTRUCTION.
6. SUBGRADE FOR THE ROADWAY PRISM SHALL
BE ESTABLISHED BEFORE EXCAVATION FOR
INSTALLATION OF NEW WATER LINES.
7. DEPTH OF COVER OVER NEW WATER MAIN
SHALL BE T MINIMUM AND 5' MAXIMUM.
8. MINIMUM HORIZONTAL CLEARANCE TO STORM
AND SHALLOW SEWER IS 5'.
ATifiN.0o
N
MAR 14 zo�l �SPt
RED&4SED FOR
CONST RUCRUN
LEGEND
T
BLOW OFF ASSEMBLY
CAP
lcf
FIRE HYDRANT
CONCRETE THRUST BLOCKING
BENDS
SLEEVE
'=
ADAPTOR
®
WATER VALVE
®
EXISTING WATER METER
EXISTING WATER VALVE
®
PROPOSED SANITARY
SEWER MANHOLE
_ST-
PROPOSED STORM
PROPOSED DITCH
❑
PROPOSED CB
UD
PROPOSED UNDERDRAIN
- S S -
- PROPOSED SEWER LINE
W W -
- PROPOSED WATER LINE
- O O -
- PROPOSED OIL LINE
FILE NAME c:lpwworking\nai\_x_grimandoXd0321992\C8811_DE_UTDO2.dgn
1� P
ti���pFwASy��, s��
� �2 � 2
_
o ssnT m
o
�c/sTER�,G�e
0-vd1. 3/14117
P.E. STAMP BOX BATE
P.E. STAMP BOX DATE
Washington State
Department of Transportation
I-405 / SR 167 INTERCHANGE
DIRECT CONNECTOR
PLAN REF NO
UTD02
TIME 9:05:15 AM
REGION
NO.
STATE
FED.AID PROJ.NO.
DATE 3/14/2017
10
WAS
PLOTTED BY GRimando
DESIGNED BY B. HELSLEY
JOB NUMBER
SHEET
2
OF
OF
887
SHEETS
ENTERED BY G. RIMANDO
REV 0 - RELEASED FOR CONSTRUCTION
M14/17
CHECKED BY S. MESIC
REV B -FINAL REVIEW
12/22/16
CONTRACT NO.
C8811
LOCATION NO.
PROJ. ENGR. C. CHEN
IREV A -PRELIMINARY REVIEW
11/21/16
UTILITY DETAIL
S. 14TH STREET WATER
REGIONAL ADM. L. ENG
I REVISION
DATE
BY