HomeMy WebLinkAboutWTR2703430.16CD
N
N
7D
0
ry
r
Q
0
0
U
0
0
.a
ry
0
u7
Ln
0
/
z
(D
Z
w
V)
U
w
0
0-
/
041
WEST GUTTER LINE
EAST GUTTER LINE
11-14-11 SURVEYED: KPG
����' ]PCX
wasyllL 9� DRAWN BY: SOD
co N DESIGN BY: SOD 753 9th Avenue N 2502 Jefferson Avenue
Zo32o
CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 98402
A� o w�
ro crsTERti k' PROJ MGR: JF 206 286-1640 253 627-0720
��JouAL V��www.kpg.com
NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DWATPRF01.dwg
GENERAL_ �a-l- R CONSTRL "�" " COTES
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 BYPASS PLANS, SHTS
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.
2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CUT —IN CONNECTIONS TO
EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY STAFF. CONTRACTOR SHALL PROVIDE
TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULE OF CONNECTIONS AND SHUTDOWNS.
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
W/CITY OF RENTON.
4. DEFLECT JOINTS AS NECESSARY TO INSTALL WATER MAIN W1TH 1M,,1NIMUM COVER ALONG THE
APPROXIMATE LOCATION SHOWN. PIPE JOINTS NOT TO EXCEED 50 PERCENT OF THE MAXIMUM
JOINT DEFLECTION SPECIFIED BY THE PIPE MANUFACTURER.
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.
6. EXISTING FIRE HYDRANTS SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE
CONTRACTOR AFTER INSTALLATION, TESTING, AND APPROVAL OF THE NEW HYDRANTS.
7. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF
ALL EXISTING CAST—IRON AND ASBESTOS —CEMENT PIPES, AND PROVIDE THE PROPER
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
COUPLINGS (MJ).
8. ALL CONNECTIONS TO EXISTING WATER LINES SHALL BE MADE ONLY AFTER ALL THE NEW
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.
9. ELEVATIONS OF EXISTING CROSSING UTILITIES ARE PARTIALLY BASED ON RECORD DRAWING
INFORMATION. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND EQUIPMENT
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
STANDARD DETAILS INCLUDED WITH PROJECT SPECIFICATIONS.
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
OVER EXISTING SEWER WITH 18" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL
OTHER UTILITIES WITH 12" MINIMUM VERTICAL SEPARATION. CONCRETE ENCASEMENT MAY BE
NECESSARY WHERE THESE REQUIREMENTS CANNOT BE MET.
13. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER RENTON
PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST
BLOCKING PER RENTON PLAN 330.2.
W=343016
HORIZONTAL SCALE IN FEET
VERT. SCALE-1/2 HORIZ. SCALE
�-- CITY OF RENTON
BIDPublic Works Department
DOCUMENTS APPR ED FOR CONSTRUCTION
BY: DATE:/F/Z
l
CORRESPONDING SHEE'S
CAIE. )RY
SHEET
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
133
WATER PROFILE
—
JOINT UTILITY `'E_NCH F._Ia.N
� 165
181
196
JOINT UTILITY ,_v4CH PROFILES
PROPERTY RESTORATION PL.
CHANNELIZATION & SIGNING PLAN
218
ILLUMINATION PLANS
229
IRRIGATION PLAN
283
LANDSCAPE PLAN
295
RAINIER AVENUE S (SR 167)
S G RA DY WAY TO S 2N D ST
WATER PROFILE
STA 12+00 TO STA 15+50
DRAWING NO. 147
PROJECT NO. TED403430
FED AID NO.-CM0167(048)
DATE: NOV 2011
SHEET NO. 147 OF 304