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GENERAL WATER CONSTRUCTION NOTES
1. EXISTING WATER MAINS, HYDRANTS, :AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT
THE COURSE OF CONSTRUCTION EXCEPT WHERE WATER BYPASS SYSTEMS ARE REQUIRED FOR
INSTALLATION OF WATER BYPASS SYSTEMS SEE TEMPORARY WATER B ._I ,TS ASS PLANS,
USA MINI -MART _ _�� 1 dcv 160-163. ABANDONMENT AND/OR REMOVAL OF EXISTING MAINS SHALL TAKE PLACE ONLY
AFTER THE NEW MAIN OR WATER BYPASS SYSTEM HAS BEEN INSTALLED, TESTED, AND
APPROVED BY THE CITY OF RENTON.
1 7 24 rXIST17G 2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT —IN CONNECTIONS TO
112 C.I. EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE
2 1 TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS.
- 1_ SE
-
-` 20 � -- _ _ 3. EXISTING SERVICE LINES, METER SETTERS, AND METER BOXES ARE TO BE REPLACED AS PART
' _ — OF THIS PROJECT. EXISTING METERS ARE TO BE RESET WITHIN THE NEW SETTERS. COORDINATE
f33 JIF PIP
--_ + W /
CITY OF RENTON.
---__ ' 4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN WITH MINIMUM COVER ALONG THE
D313 = APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM
D3 & D3A
JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER.
— — — — — — — — — — — — — — — — — — — --- — -- — — — — -- — — — — — — — 26 5. ABANDONED EXISTING WATER MAINS SHALL BE CAPPED WITH (MJ) CAPS. PORTIONS OF THE
ABANDONED WATER MAIN MAY REQUIRE REMOVAL FOR THE CONSTRUCTION OF OTHER ROADWAY
IMPROVEMENTS.
8 D f55 LF PIPE
6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE
w \ 14 SEE CONNECTION 2 DETAIL, SHT 142 �- — — — — — — -- �, CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL. OF THE NEW HYDRANTS.
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\\ 13 15 7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR
_ _ T U M O. O 0 CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY HE OUTSIDE DIAMETER _ D OF
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\ _ — — — - — — — _ _ ALL EXISTING CAST—IRON AND ASBESTOS —CEMENT PIPES, AND PROVIDE 'THE PROPER
_ _--
N \ _ _ — — U� LONG —BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY
__-------------
_ — _ FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE
U \ RAINIER AVE S \ I I
�-- COUPLINGS (MJ).
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z \ I I z 8. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW
_±336 LF PIPE — — _ — — _ — _ 1 I I WATER LINES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS,
CLEANED WITH POLY —PIGS, DISINFECTED WITH CHLORINE SOLUTION, AND HAVE RECEIVED
SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. f
9. ELEVATIONS OF EXISTING CROSSING UTILITIES ARE PARTIALLY BASED ON RECORD DRAWING
INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT
- 10 D2 PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER IF CONFLICT IS FOUND.
10. ALL WATER MAINS, FITTINGS, AND APPURTENANCES SHALL BE INSTALLED PER CITY OF RENTON
— --- — — L L , I �-- _ STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS.
_ _ J
11. WATER PIPE AND FITTINGS INDICATED ON PLANS SHALL HAVE RESTRAINED JOINTS PER
SPECIFICATIONS. SEE WATER PLANS, SHTS 132-141 AND WATER PROFILES, SHTS 146-159 FOR
THESE LOCATIONS.
12. PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL SEWER LINES. WATER SHALL CROSS
SOUNDFORD
OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL
r 1 OTHER UTILITIES WITH 12" MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE
NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET.
1 --
13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON
WATER CONSTRUCTION NOTES _ PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST
— s BLOCKING PER RENTON PLAN 330.2.
WATER LAYOUT TABLE
STA
OFFSET LT
OFFSET RT
SIZE
12+50
--
40.5'
12"
13+50
--
40.5'
12"
14+00
--
40.5'
12"
14+50
--
40.5'
12"
15+00
--
40.5'
12"
15+50
29.9'
40.5'
12"
WATER LEGEND
ABANDON OR REMOVE EXISTING WATER MAIN
_ PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS
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FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT 26 FURNISH AND INSTALL 12 CLASS 52 DUCTILE IRON WATER PIPE..
TABLE FOR STATION, OFFSET AND SIZE, THIS SHEET.
0 5 10 20 40 60 2
FURNISH AND INSTALL LONG SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING
SCALE IN FEET �`//
WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142.
APPROXIMATE STA 14+98.0, 69.4' LT
1 — 12" COUPLING, MJxMJ
O
FURNISH AND INSTALL 11.25 DEG BEND.
STA 14+99.4, 61.2' LT
1 — 12" 11.25' BEND, MJxMJ 1— THRUST BLOCK
O8
FURNISH AND INSTALL 90 DEG BEND.
STA 15+00.9, 28.2' LT
1 — 12" 90' BEND, FLxMJ 1 — 12" GATE VALVE, FLxMJ
1 — THRUST BLOCK
10
FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD
PLAN 310.1.
STA 13+55.2, 52.3' RT
20
FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY
(LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL
COUPLING AND CONNECT TO EXISTING SYSTEM.
24
ADJUST WATER METER BOX TO GRADE.
W=343002
CORRESPONDING SHEETS
CATE'030RY
SHEE_..,
RIGHT OF WAY PLANS
8
EXISTING CONDITIONS
56
SITE PREPARATION & TESC PLAN
70
ALIGNMENT PLAN
82
ALIGNMENT PROFILE
94
DRAINAGE PLANS
105
DRAINAGE PROFILE
114,115
WATER PLAN
WATER PROFILE
_--
147
JOINT UTILITY TRENCH PLAN
165
JOINT UTILITY TRENCH PROFILES
181
PROPERTY RESTORATION PLANS
196
CHANNELIZATION & SIGNING PLAN
218
ILLUMINATION PLANS
229
IRRIGATION PLAN
283
LANDSCAPE PLAN
295_-
11-14-11
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SURVEYED: KPG
DRAWN BY: SOD/KH
DESIGN BY: SOD/KH
CHECK BY: JLF
PROJ MGR: JF
FILE: 0655DWAT01.dwg
Kp�
BID
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS
(206) 286-1640 (253) 627-0720
www.kpg,com
CITY OF RENTON
ML
Public Works Department
APPROV D FOR CONSTRUCTION
BY: DATE:
RAINIER AVENUE S (SR 167)
S G RADY WAY TO S 2N D ST
WATER PLAN
STA 12+00 TO STA 15+50
DRAWING NO. 133
---�
PROJECT NO, TED40343C
FED AID NO.-CM0167(O4�
DATE: NOV-2011
SHEET NO. 133 OF 304
iI
REVISION DESCRIPTION
BY
INUMBER APP-
DATE