HomeMy WebLinkAboutW-342601SECT.18 T.23N. R.5E. W.M.
5TA 1 +82, 27' LT
CONNECT TO EXISTING
WITH 113' 10" SLEEVE(MJ)
PROPOSED
PAVEMENT LIMITS,
SEE SHEET RP02
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M=25.65
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IE—NE=20.88 IE— =22.51
IE—S=19.68 IE E=22-5
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I IE s11�21.29
< I STA 14+51, 10'R1 CB2185
CONNECT TO EXISTING EIM23666
WITH 4.0' 16"
SLEEVE(M J)
LLJ
LLJ
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ROSEWATER
CLIENTS PECPLEI PERFORMANCE
1201 THIRD AVENUE, SUITE
�TTLE. wk�
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUfTE 760
BELLEVUE, WASHINfiTON 98004
PHONE: (425) 4545800 FAX: (425) 454=0220
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MPi
RIM=26.04
IE—E=16.36
CTR. CH AN. M 0226.09
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=H AN
17
MH2187
7.83
IM=25.62 MH2186
—N=20.07 =25.62
IE =20.07 C R:
IE—S —20.12 N 20.08
IE— =22.92
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0.10
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RI —25.7
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ST 14+82, 4'L l
1-122.5 DEGREE BEND
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STA 14+84, 2'L 1 1
1-�22.5 DEGREE BEND I
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RIM=25-06z IE=23.96 STA 15+24, 10'RT THIS LINE IS CALLED OUT AS
Q++"PROPOSED TELE. DUCT" ON
r1-16 GATE VALVE 1987 SHATTUCK AVE. SOUTH
u] MH21 s2 1 (INSTALLED BY CITY}INTERCEPTOR SEWER PLANS.
3a'3D'STA 14+84, 1O'R
CD 1-16"+1 0" TEE MJxFL
1-10" GATE VALVE FLxMT
• 1-THRUST BLOCK
U) x
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
P31►7\
PROFILE
SCALE: H: 1" = 20'
V: 1 "=1 D'
NO.
ADDENDUM NO. 1
REVISION
WRE 107/091 KRS
BY I DATE I APPR
SURVEYED:
DESIGNED:
K. SMRH
DRAWN:
R. EDRALN
CHECKED:
M. DE LLLA
APPROVED:
K. SMITH
i
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•
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O
0
O
LLJ
LLJ
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CONSTRUCTION NOTES:
O2 REPLACE EXISTING WATER
SERVICE LINE TO MAIN (PIPE
AND INSTALLATION BY CITY)
O3 PROTECT EXISTING WATER
METER AND METER BOX
REPLACE EXISTING WATER
O METER AND METER BOX
(BY CITY)
OINSTALL TRAFFIC RATED COVER
ON METER BOX
OPROTECT EXISTING 10"
WATER MAIN, COORDINATE
WITH RENTON WATER
DEPARTMENT TO SHUT OFF
MAIN DURING CONSTRUCTION
OCONNECT EXISTING STORM LINE
TO NEW CATCH BASIN, VERIFY
EXISTING PIPE DEPTH PRIOR TO
CONSTRUCTION
OABANDON AND FILL EXISTING
STORM DRAIN PIPE
9 PROTECT GAS O LINE (COORDINATE WITH PSE)
O10 COORDINATE WITH PSE TO
RELOCATE OR PROTECT EXISTING
UTILITY POLE
CONSTRUCT 8" SANITARY SEWER
THROUGH MANHOLE IN 14" STEEL
CASING. SEE DETAIL, DWG SD06
15 GAS MAIN RELOCATION (BY PSE)
pp SEE DWG SD04-SD05 FOR
PROFILE
23 PROTECT OR RELOCATE EXISTING
SANITARY SEWER SERVICE
25 ADJUST MANHOLE
2� CONNECT NEW SANITARY SEWER
LINE TO EXISTING SANITARY
SEWER MANHOLE AND RECHANNEL
28 CORE DRILL AND CONNECT TO
EXISTING STORM DRAIN
STRUCTURE
32 ABANDON STORM DRAIN
MANHOLE
35 WARNING -UNKNOWN UTILITY
APPEARS TO PASS THROUGH
EXISTING MANHOLE. VERIFY
LOCATION AND COORDINATE
RELOCATION PRIOR TO REMOVING
MANHOLE.
3fi REMOVE EXISTING CATCH
BASIN*
37 REMOVE EXISTING STORM
DRAIN PIPE*
REMOVE ABANDONED
38 SANITARY SEWER*
39 REMOVE EXISTING MANHOLE*
41 ADJUST VALVE BOX
44 BURIED TELEPHONE (BT)
SHOWN MAY NOT EXIST.
TELEPHONE IS OVERHEAD,
VERIFY PRIOR TO
CONSTRUCTION.
46 FIELD LOCATE CB TO
INTERCEPT EXISTING STORM
DRAIN PIPE FROM BUILDING
50 PROTECT EXISTING FIRE
HYDRANT
*UTILITY REMOVALS PAID
FOR BY "REMOVAL OF
STRUCTURE AND
OBSTRUCTION".
51 INSTALL 2-5 /8" SHACKLE
ROD (STATION 14+82, 4'L
TO STATION 14+84, 10'R)
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
20 0 20 40
err r I
SfJXLE- IN, F EST
e RAINIER AVE S (SR 167)
1" - 29 HORIZONTAL- NAD 1983�1991 ■ IMPROVEMENTS PHASE 1PROJ EST IE M
CITY OFT PAGE
� RENTON AVE S STORMWATER BYPASS DRAWING N
DRTU M
ONE IN� Publlc Works Dept. WATER LINE RECONSTRUCTION SD02A
AT FAC sr�F PLAN AND PROFILE STA 13+50 TO 17+50
IF NOT ONE INCH
SCALE ACCORDINGLY FED AID NO.: ARRA-01 fi7(044} SHEET: �F
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