HomeMy WebLinkAboutWTR2703430.29n
00
CV
N
0
0-
w
Q
0
L0
CD
0
L
O
U
0
z
LL,
a
/
I
Ln
0
LLJ
z
z
cry
v
w
0
a_
/
Y
v v---v v------- vµ---
� 7 8 9
SR 167 N 01-08-06 E
M
Ir.
0 MULTIPLE STORE CUT AND CAP EXISTING 12" WATER
�o
p Z FRONTS
1 USA MINI -MART 3
56
I
I
Wr Y� - 1 CUT AND CA
WATER BYPASS GENERAL NOTES
1. THE CONTRACTOR SHALL CONSTRUCT ALL WATER BYPASS PIPE WITH 24" MINIMUM COVER. NO PORTION OF THE
WATER BYPASS SYSTEM WILL BE PERMITTED ABOVE GROUND. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING,
PROTECTING AND REPAIRING THE WATER BYPASS SYSTEM FOR THE DURATION OF ITS OPERATION.
2. CONTRACTOR TO VERIFY LOCATION AND QUANTITY OF ALL EXISTING WATER SERVICES AND, IF NECESSARY, PROVIDE
ADDITIONAL CONNECTIONS NOT SHOWN ON THESE PLANS.
3. WATER BYPASS MAINS, TEMPORARY FIRE HYDRANTS AND ASSOCIATED APPURTENANCES SHOWN ARE SCHEMATIC,
NOT TO SCALE AND PROVIDED FOR CONVENIENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
ROUTING THE WATER BYPASS SYSTEM TO COORDINATE WITH CONSTRUCTION ACTIVITIES, AND TO MEET ALL
CONTRACT REQUIREMENTS. NO PORTION OF THE WATER BYPASS SYSTEM SHALL BE LOCATED OUTSIDE CITY
RIGHT-OF-WAY AND PERMANENT EASEMENT BOUNDARIES. SEE RIGHT OF WAY PLANS, SHT 7-18.
4. CONTRACTOR SHALL MAINTAIN FIRE FLOW AND SERVICE CONNECTIONS TO BUSINESSES AT ALL TIMES. WHERE
EXISTING SYSTEM IS IN CONFLICT WITH CONSTRUCTION OF NEW WATER SYSTEM OR OTHER CONSTRUCTION,
CONTRACTOR SHALL PROVIDE TEMPORARY WATER BYPASS SYSTEM UNTIL NEW MAIN HAS BEEN INSTALLED, TESTED,
AND APPROVED BY THE CITY OF RENTON.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING METHOD OF CONSTRUCTION FOR ALL WATER BYPASS PIPE
INCLUDING SIZE AND TYPE FOR ALL FITTINGS, CONNECTIONS TO EXISTING MAINS, CONNECTIONS TO EXISTING METERS
AND TEMPORARY FIRE HYDRANT ASSEMBLIES.
6. THE WATER BYPASS MAIN AND ALL ASSOCIATED CONNECTIONS AND EXTENSIONS SHALL BE HDPE PER
SPECIFICATIONS.
7. THE WATER BYPASS MAIN AND ALL ASSOCIATED CONNECTIONS AND EXTENSIONS SHALL BE PRESSURE TESTED AND
DISINFECTED PER SPECIFICATIONS.
8. FURNISH AND INSTALL VALVES AT ALL LOCATIONS WHERE TEMPORARY HDPE SERVICE LINES CONNECT TO EXISTING
MAINLINES,
9. FOR CONSTRUCTION OF NEW WATER MAINS, SERVICES, AND HYDRANTS, SEE WATER PLANS AND PROFILES, SHTS 132
- 159.
10. CONTRACTOR SHALL NOTIFY RESIDENTS AND BUSINESSES PRIOR TO PLANNED SERVICE SHUTDOWNS FOR WATER
BYPASS CONSTRUCTION. COORDINATE WITH RESIDENTS AND BUSINESSES TO MINIMIZE IMPACTS OF SHUTDOWN.
1, BACKFILL FOR WATER BYPASS SYSTEM TRENCHING SHALL BE COMPACTED GRAVEL BORROW OR SUITABLE NATIVE
MATERIAL. THE CONTRACTOR SHALL REPAIR ALL DRIVING SURFACES AND PEDESTRIAN WALKWAYS OUTSIDE THE WORK
ZONE EXTENTS (SEE CONSTRUCTION CHANNELIZATION PLANS, SHTS 38-49) WITH TEMPORARY PAVING.
PLAN
0 20 40 80 120
SCALE IN FEET
CALL 2 DAYS
BEFORE YOU DIG
1-800-424-5555
WATER BYPASS LEGEND
—WB— HDPE WATER BYPASS PIPE, SEE WATER
BYPASS CONSTRUCTION NOTES
— EXISTING WATER
APPROXIMATE EXTENTS OF EXISTING WATER
MAIN TO BE REMOVED FROM SERVICE
WATER BYPASS CONSTRUCTION NOTES
01 FURNISH AND INSTALL 2-INCH DIAMETER HDPE WATER BYPASS FOR
TEMPORARY WATER SERVICE. CONTRACTOR SHALL DETERMINE FINAL
LOCATION FOR WATER BYPASS PIPE. MAINTAIN 24" MIN COVER.
0 FURNISH AND INSTALL 3-INCH DIAMETER HDPE WATER BYPASS FOR
TEMPORARY WATER SERVICE. CONTRACTOR SHALL DETERMINE FINAL
LOCATION FOR WATER BYPASS PIPE. MAINTAIN 24" MIN COVER.
V CONSTRUCT TEMPORARY FIRE HYDRANT ASSEMBLY AND CONNECT TO
EXISTING MAIN. CONTRACTOR SHALL DETERMINE FINAL LOCATION FOR
TEMPORARY FIRE HYDRANT.
® CONNECT 2-INCH SERVICE LINE TO 'EXISTING METER.
05 CONNECT 3-INCH SERVICE LINE TO EXISTING METER.
W=343029
�� �� �� SURVEYED: KPG �� �- RAINIER AVENUES (SR 167) DRAWING NO.�4� G�A co KPH60
OS wnsyr y DRAWN BY: SOD CITY OF RENTON
ti �� BID
S G RADY WAY TO S 2N D ST PROJECT NO. TED403430
o DESIGN BY: JLF 7539th Avenue N 2502 Jefferson Avenue Public Works Department FED AID NO.-CM0167(048)
CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 98402
20320 w� DOCUMENTS APP_ROVED FOR CONSTRUCTION WATER BYPASS PLAN
�F �o w (206) 286-1640 (253) 627-0720
crsTER .� PROJ MGR: JF www,k com NOV 2011
IONAL V� pg' BY: DATE: !► STA 8+00 TO STA 18+00 SHEET NO. 160 OF 304
NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DWATTEMP01.dwg �.