HomeMy WebLinkAboutW-381201SEC.19 T.23N. R.5E. W.M.
GENERAL NOTES:
WTM
N
i
CUT AND CAP EXISTING 4" WATER
14ST STA 10+89.52 (25.76 LT)
/ I /
OPL LINE
CONNECTION BY OTHERS —
14ST 9+92.44 POB = o G /
NB405 1190+64.33, 345.03' RT
N 173399.33 0
E 1298516.47
(SEE SHEETS PVD01-PVD04)
•
o /
x /10. /
21
o
X'
APPROXIMATE'LOCATION OF EX. WATER METER.
FIELD VEA[FFy_:._._.,
i
EX 4" W TO BE; CUT AND CAPPED 10'
\ WSDOT LIMITED NORTH OF EXISTI ATER SERVICE
RIGHT, OF WAY �� LINE. THIS WORD O BE PERFORMED Y
OPL AND THE CI OF RENTON.
9 i
6 y 0 / EX FIRE HYDRANT 22t
ASSEMBLY TO REM IN
8 DI
WATER MAIN CONSTRUCTION SEQUENCE:
1. PRIOR TO OPL'S INSTALLATION OF THE NEW PETROLEUM PIPELINE, THE CITY AND OPL TO CUT
AND CAP, AND INSTALL CONCRETE DEAD -MAN BLOCK ON EXISTING 4" WATER MAIN.
2. CITY OF RENTON TO INSTALL:
a. ISOLATION VALVE, CAP AND TEMPORARY BLOCK IN DAVIS AVENUE S.
b. ISOLATION VALVE, CAP AND TEMPORARY BLOCK IN SHATTUCK AVENUE S.
c. ISOLATION VALVE, TEE FOR FIRE HYDRANT ASSEMBLY, ONE LENGTH OF PIPE, CAP AND
TEMPORARY BLOCKING IN WHITWORTH AVENUE.
d. ISOLATION VALVE, CAP AND TEMPORARY BLOCK IN MORRIS AVENUE.
3. CONTRACTOR TO ASSIST THE CITY OF RENTON TO INSTALL:
a. VALVING, FIRE HYDRANT ASSEMBLY AND PERMANENT BLOCK IN SMITHERS AVENUE.
4. OPL TO REMOVE AND ABANDON OLD OIL PIPELINE.
5. OPL TO INSTALL NEW PIPELINE.
6. CONTRACTOR TO COMPLETE GRADING, CONSTRUCTION OF THE NOISE WALL AND OTHER
FEATURES IN S 14TH STREET INCLUDING STORM DRAINAGE.
7. CONTRACTOR TO INSTALL AND TEST THE REMAINDER OF THE WATER MAINS AS SHOWN IN THE
PLANS IN CONJUNCTION WITH CITY OF RENTON STANDARDS.
NOISE WALL
S —S—
PROPOSED SANITARY
SEWER BY OTHERS
226
EX 4" W (TO BE ABANDONED OR
REMOVED AS NEEDED)
PROPOSED 20" OPL
BY OTHERS
RIG1d OF WAY
I
ATKjNSoN
Rf(fgSFOMRR 141017 Rjpl
AS -BUILT �R�ONSTqUC170N
FILE NAME c:\pwworking\nai\_x_grimando\d0321992\C8811_DE_UTD01.dgn
TIME 9:02:18 AM
REGION
O.
STATE
FED.AID PROJ.NO.
DATE 3/14/2017
10
WAS
PLOTTED BY GRimando
DESIGNED BY B. HELSLEY
JOB NUMBER
ENTERED BY G. RIMANDO
REV 0 - RELEASED FOR CONSTRUCTION
M14/17
CHECKED BY S. MESIC
REV B -FINAL REVIEW
17/22/16
CONTRACT NO.
C8811
LOCATION NO.
PROJ. ENGR. C. CHEN
I REV A -PRELIMINARY REVIEW
1 11/21/16
REGIONAL ADM. L. ENG
I REVISION
I DATE
BY
7
DATE
Box
0
0
F-
w
w
w
2
w
w
0
v
DO
v
w
z
x
0
0 25 50
SCALE IN FEET
AIIIIIIIIIIIIII
--
Washington State
Department of Transportation
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. SUBGRADE FOR THE ROADWAY PRISM
SHALL BE ESTABLISHED BEFORE
EXCAVATION FOR INSTALLATION OF NEW
WATER LINES.
4. DEPTH OF COVER OVER NEW WATER
MAIN SHALL BE Y MINIMUM AND 5'
MAXIMUM.
5. MINIMUM HORIZONTAL CLEARANCE TO
STORM AND SHALLOW SEWER IS 5'.
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 L!^IE
PLAN REF NO
1-405 / SR 167 INTERCHANGE UTD01
DIRECT CONNECTOR
SHEET
244
OF
UTILITY DETAIL 887
S.14TH STREET WATER SHEETS