HomeMy WebLinkAboutW-343024........................ :.............................................................. ............................... :.
SW SUNSET BLVD
................................. ......:................................................................................... ..........._EX. _l0'.x6:.. BOX _OULVERT,- TOP _ELEI
STA 46 +31.2 CaNTR. To VERIFY LOCATION & of
CROSS
CONNECTION TO SW SUNSET BLVD, SEE SHT 159
30 LF 12" DI WATER PIPE
.........................STA 46+ 28. 8................ ......................L.......; BACKFlLL. W(1H.CDF...........
TEE
CONNECTION TO SW SUNSET BLVD, SEE SHT 159 E%
EX. GAS, INV. UNK. OR
COSTS. TO VERIFY LOCATION & DEPTH JUT: PeOVIDR cETNOFOAM
WEST C -0TTER PROFILE: CULVERT AND
WATER PIPE
.. .. ..�.. .. .... .......... ..` .. .. .. .. ... ..
I
1� 33 OF 12' DI O
u : WATER PIPE
aremeluFn .Inlurt BACKFILL WITH
RESTRAINED JOINTS
STA 46 +58. STA 46 +B6.1
45' BEND: 45' BEND
....:................. ..... ........... ................
EX. UNDERGROUND POWER,INV. UNK. M" TOP
CONTR. To VERIFY LOCATION & DEPTH 5.0 301
EX. 12" SANITARY SEWER, IE 25.2'
LUNTR, TO VERIFY LOCATION & DEPTH
AT CENTERLINE
r _ _ _ _
.............................:.............................................................. ..............................
WEST GUTTER LINE
45 46 47 48 49
EAST GUTTER LINE
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 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 WITH 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 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).
B. 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 WTH POLY —PIGS, DISINFECTED WTH 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 UNES. 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.
0 5 10 20 40 60
HORIZONTAL SCALE IN FEET
VERT. SCALE =1 2 HORIZ. SCALE
SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
16
EXISTING CONDITIONS
64
SITE PREPARATION & TESC PLAN
78
ALIGNMENT PLAN
90
ALIGNMENT PROFILE
102
DRAINAGE PLAN
113
DRAINAGE PROFILE
123,124
WATER PLAN
141
WATER PROFILE
—
JOINT UTIUTY TRENCH PLAN
173
JOINT UTIUTY TRENCH PROFILES
1B9
PROPERTY RESTORATION PLANS
204
CHANNEUZATION & SIGNING PLAN
226
ILLUMINATION PLANS
237
IRRIGATION PLAN
291
LANDSCAPE PLAN
303
rzCwrzu urz ARINUA
I JLr
I JIr
I
SURVEYED. HPc
DESIGN 6Y. SOD
DESIGN SY. so0
CHECK BY NID
PFGJ MGE. JF
File oasvweTaarnKaa
KpG
753BNAmieN 25IQJdlaariArmm RECORD
SaNb,WABM4B Tmm, WAS DRAWINGS
PI�iMO M�� �i
M.4'
All CITY OF RENTON
`N
P�eu�wo,ks DaPaJmam
APPEOVeoFDECOmslEUCliom
BY DATE
RAINIER AVENUES (SR 167)
S GRADY WAY TO S 2ND ST
WATER PROFILE
STA 45 +00 TO STA 49 +00
DRAWING NO. 155
PEaecT NO TEDaoaao
FED AID NO. -0M0 8)
DATE MAR 2014
SHEETNO. 155 of 304
NUMBER
EEmsioN DescawnoN
BY
APP.
DATE