HomeMy WebLinkAboutW-381204I
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
9:09:24 AM
3/14/2017
GRimando
B. HELSLEY
C. CHEN
SEC.19 T.23N. R.5E. W.M.
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01
WE'�CUT AND CAP EXISTING 8" WATER
°Q�'V4 < PROPOSo14TH ST STA 25+65.50 (8.20 LT)
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74ST
LINE
• WSD
S OT LIMITED
\ _ / O -�,GHT OF WAY
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I v FIRE HYDRANT_ ASSEMBLY ON EXISTING 8 �111.�(A TO B
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—A� -- FHER MAI ERIALS`AND CONSTRUCTION TO SUPPORT
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I oo S R BY OTHERS, ;l \ I 16" tEE ( FL) \ °
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OF WAY
\ �/ 1-8" DIM E (LWAS REQ'D)
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CONCRETE'L INq ° A\
<� I RE HYDRANT °ASS BLY
\°q 1 Y OF RENTON STg DARD
\ /I G� I ° 14TH T STA 25+36.'19 15.80
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EXISTING FIRE HYDRANT °Ak j
ASSEMBLY TO REMAIN ��
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I °CITY OF RENTON TO CUT IN NE ISOL
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REGION I STATE FED.AID PROJ.NO.
NO.
10 WAS
JOB NUMBER
REV 0 - RELEASED FOR CONSTRUCTION M14/17
REV B -FINAL REVIEW 12/22/16 CONTRACT NO. LOCATION NO.
REV A -PRELIMINARY REVIEW 11/21/16 C8811
REVISION DATE I BY
�ON OP--OP—
V►ND OP_ —
J N.
3/14117
DATE
Box
ATjfiNSoN
MAR 14 2017 vo
ftEt�SED FOR
CONNUC17UN
0 25 50
SCALE IN FEET
AS -BUILT
A
Washington State
Department of Transportation
GENERAL NOTES:
1. ALL CONNECTIONS TO EXISTING WATER
MAINS TO BE PERFORMED BY CITY
FORCES. COORDINATE WITH CITY FOR
SCHEDULING AND REQUIRED CONTRACTOR
SUPPORT.
2. CONSTRUCTION SHALL BE IN
ACCORDANCE WITH UTB 1221.
3. SUBGRADE FOR THE ROADWAY PRISM
SHALL BE ESTABLISHED BEFORE
EXCAVATION FOR INSTALLATION OF NEW
WATER LINES.
4. DEPTH OF COVER OVER NEW WATER
MAIN SHALL BE Y MINIMUM AND 5'
MAXIMUM.
5. MINIMUM HORIZONTAL CLEARANCE TO
STORM AND SHALLOW SEWER IS 5'.
6. CHECK AGAINST DRAINAGE AND TESC
PLANS TO ENSURE WATERLINE WORK
DOES NOT ADVERSLEY AFFECT STREAM
AND DRAINAGE WAY PRIOR TO START OF
WORK.
LEGEND
T BLOW OFF ASSEMBLY
CAP
lcf FIRE HYDRANT
CONCRETE THRUST BLOCKING
BENDS
SLEEVE
'= ADAPTOR
® WATER VALVE
® EXISTING WATER METER
Qw - EXISTING WATER VALVE
® PROPOSED SANITARY
SEWER MANHOLE
ST PROPOSED STORM
- PROPOSED DITCH
❑ PROPOSED CB
UD - PROPOSED UNDERDRAIN
— S S - - PROPOSED SEWER LINE
w w - - PROPOSED WATER LINE
- O O — - PROPOSED OIL LINE
1-405 / SR 167 INTERCHANGE
DIRECT CONNECTOR
UTILITY DETAIL
S.14TH STREET WATER
PLAN REF NO
UTD04
SHEET
247
OF
887
SHEETS
REGION I STATE FED.AID PROJ.NO.
NO.
10 WAS
JOB NUMBER
REV 0 - RELEASED FOR CONSTRUCTION M14/17
REV B -FINAL REVIEW 12/22/16 CONTRACT NO. LOCATION NO.
REV A -PRELIMINARY REVIEW 11/21/16 C8811
REVISION DATE I BY
�ON OP--OP—
V►ND OP_ —
J N.
3/14117
DATE
Box
ATjfiNSoN
MAR 14 2017 vo
ftEt�SED FOR
CONNUC17UN
0 25 50
SCALE IN FEET
AS -BUILT
A
Washington State
Department of Transportation
GENERAL NOTES:
1. ALL CONNECTIONS TO EXISTING WATER
MAINS TO BE PERFORMED BY CITY
FORCES. COORDINATE WITH CITY FOR
SCHEDULING AND REQUIRED CONTRACTOR
SUPPORT.
2. CONSTRUCTION SHALL BE IN
ACCORDANCE WITH UTB 1221.
3. SUBGRADE FOR THE ROADWAY PRISM
SHALL BE ESTABLISHED BEFORE
EXCAVATION FOR INSTALLATION OF NEW
WATER LINES.
4. DEPTH OF COVER OVER NEW WATER
MAIN SHALL BE Y MINIMUM AND 5'
MAXIMUM.
5. MINIMUM HORIZONTAL CLEARANCE TO
STORM AND SHALLOW SEWER IS 5'.
6. CHECK AGAINST DRAINAGE AND TESC
PLANS TO ENSURE WATERLINE WORK
DOES NOT ADVERSLEY AFFECT STREAM
AND DRAINAGE WAY PRIOR TO START OF
WORK.
LEGEND
T BLOW OFF ASSEMBLY
CAP
lcf FIRE HYDRANT
CONCRETE THRUST BLOCKING
BENDS
SLEEVE
'= ADAPTOR
® WATER VALVE
® EXISTING WATER METER
Qw - EXISTING WATER VALVE
® PROPOSED SANITARY
SEWER MANHOLE
ST PROPOSED STORM
- PROPOSED DITCH
❑ PROPOSED CB
UD - PROPOSED UNDERDRAIN
— S S - - PROPOSED SEWER LINE
w w - - PROPOSED WATER LINE
- O O — - PROPOSED OIL LINE
1-405 / SR 167 INTERCHANGE
DIRECT CONNECTOR
UTILITY DETAIL
S.14TH STREET WATER
PLAN REF NO
UTD04
SHEET
247
OF
887
SHEETS
1-405 / SR 167 INTERCHANGE
DIRECT CONNECTOR
UTILITY DETAIL
S.14TH STREET WATER
PLAN REF NO
UTD04
SHEET
247
OF
887
SHEETS