HomeMy WebLinkAboutW-343020CB
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ION & DEPTH
C. TELE. COMM., INV. UNK.
)NTH. TO VERIFY LOCATION & DEPTH ..............: ............................... i
i..............................;..............................................................: .
............................... i.
EX. UNDERGRDUND� POWER, INV. UNK.
CONTR. TO VERIFY LOCATION & DEPTH
EX. UNDERGROUND POWER, INV. UNK. E
EX. UNDERGROUND P
POWER,.INV. U
UNK.
CONTR. TO VERIFY LOCATION & DEPTH C
......... ......... .
CONTR. TO VERIFY L
LOCATION &DEPTH
...............................
WEST GUTTpR P
PROFILE E
EX. 2" :
:UNDERGROUND POWER, IF 18.3':
EXISTING G
GROUND AT CENTERUNE C
CONTR.: T
TO VERIFY LOCATION & DEPTH:
DENSITY
ZONE BEDDING E
EX. 12" DI STORM DRAIN, MV. UNK.
......... ......... .
...................:.... T
TO' BE REVOKED OR ABANDONED..................
:...................STA 3
CONTROLLED DENSITY
E %. TELE COMM.,;INV. UNK. C
33 +30.0
— — — — F
FILL FOR PIPE ZONE BEDDING E
—
WEST GUTTER LINE
SU S1
EAST GUTTER LINE
JLF JAE 3 2014 SURVEYED. KPG
DRAWN BY SOD
DESIGN BY SOD
CHECK BY NJD
PRGJ MGR. JF
BY APP. DATE FILE �DWATPRNt.M,p
SZ
JS
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 REWIRED. 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 ONES, 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 NTH MINIMUM 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 NTH (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 COUPUNGS FOR THE FINAL CONNECTIONS BY CITY
FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE
COUPLINGS (MJ).
B. ALL CONNECTIONS TO EXISTING WATER ONES SHALL BE MADE ONLY AFTER ALL THE NEW
WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS,
CLEANED WITH POLY —PIGS, DISINFECTED NTH CHLORINE SOLUTION, AND HAVE RECEIVED
SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED.
9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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 ONES. WATER SHALL CROSS
OVER EXISTING SEWER WITH 1B" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL
OTHER UTIUTIES NTH 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.
CORRESPONDING SHEETS
0 5 10 20 40 60
HORIZONTAL SCALE IN FEET
VERT. SCALE =1 2 HORIZ. SCALE
CATEGORY SHEET
RIGHT OF WAY PLANS 12
EXISTING CONDITIONS 60
SITE PREPARATION & TESC PLAN 74
ALIGNMENT PLAN 86
ALIGNMENT PROFILE 98
DRAINAGE PLAN 109
DRAINAGE PROFILE 119,120
WATER PLAN 137
WATER PROFILE —
JOINT UTIUTY TRENCH PLAN 169
JOINT UTIUTY TRENCH PROFILES 185
PROPERTY RESTORATION PLANS 200
CHANNEUZATION & SIGNING PLAN 222
ILLUMINATION PLANS 233
IRRIGATION PLAN 287
LANDSCAPE PLAN 1 299
KPG All CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWINGN 151
RECORD .0 S GRADY WAY TO S 2ND ST PROJECT NO TED403430
79BWkmRN @SPdJdietmAwnu: P�eu�wo,ks DaPaamam
FEDAID no. cMOs7
B�b,WABMW VA67' DRAWINGS APPROVED FOR CONSTRUCTION WATER PROFILE DATE MAR 2014
�iffi1M0 R531LQ/4I20
mkp;w BY DATE STA 29 +00 TO STA 33 +50 SHEETNO. 151 OF 304
SZ
JS
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 REWIRED. 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 ONES, 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 NTH MINIMUM 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 NTH (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 COUPUNGS FOR THE FINAL CONNECTIONS BY CITY
FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG SOLID SLEEVE
COUPLINGS (MJ).
B. ALL CONNECTIONS TO EXISTING WATER ONES SHALL BE MADE ONLY AFTER ALL THE NEW
WATER ONES AND APPURTENANCES HAVE SUCCESSFULLY PASSED ALL PRESSURE TESTS,
CLEANED WITH POLY —PIGS, DISINFECTED NTH CHLORINE SOLUTION, AND HAVE RECEIVED
SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED.
9. ELEVATIONS OF EXISTING CROSSING UTIUTIES 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 ONES. WATER SHALL CROSS
OVER EXISTING SEWER WITH 1B" MINIMUM VERTICAL SEPARATION. WATER SHALL CROSS ALL
OTHER UTIUTIES NTH 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.
CORRESPONDING SHEETS
0 5 10 20 40 60
HORIZONTAL SCALE IN FEET
VERT. SCALE =1 2 HORIZ. SCALE
CATEGORY SHEET
RIGHT OF WAY PLANS 12
EXISTING CONDITIONS 60
SITE PREPARATION & TESC PLAN 74
ALIGNMENT PLAN 86
ALIGNMENT PROFILE 98
DRAINAGE PLAN 109
DRAINAGE PROFILE 119,120
WATER PLAN 137
WATER PROFILE —
JOINT UTIUTY TRENCH PLAN 169
JOINT UTIUTY TRENCH PROFILES 185
PROPERTY RESTORATION PLANS 200
CHANNEUZATION & SIGNING PLAN 222
ILLUMINATION PLANS 233
IRRIGATION PLAN 287
LANDSCAPE PLAN 1 299
KPG All CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWINGN 151
RECORD .0 S GRADY WAY TO S 2ND ST PROJECT NO TED403430
79BWkmRN @SPdJdietmAwnu: P�eu�wo,ks DaPaamam
FEDAID no. cMOs7
B�b,WABMW VA67' DRAWINGS APPROVED FOR CONSTRUCTION WATER PROFILE DATE MAR 2014
�iffi1M0 R531LQ/4I20
mkp;w BY DATE STA 29 +00 TO STA 33 +50 SHEETNO. 151 OF 304
KPG All CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWINGN 151
RECORD .0 S GRADY WAY TO S 2ND ST PROJECT NO TED403430
79BWkmRN @SPdJdietmAwnu: P�eu�wo,ks DaPaamam
FEDAID no. cMOs7
B�b,WABMW VA67' DRAWINGS APPROVED FOR CONSTRUCTION WATER PROFILE DATE MAR 2014
�iffi1M0 R531LQ/4I20
mkp;w BY DATE STA 29 +00 TO STA 33 +50 SHEETNO. 151 OF 304