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PROPOSED
PAVEMENT LIMITS,
SEE SHEET RP02
STA 14+82, 27' LT
CONNECT TO EXISTING
WITH 13' 10" SLEEVE(MJ)
3
I
RIM=26.04
IE-E=16.36
CTR. CHAN.
!M:HH2180
I
=26
.09R8CHAN
MH2187 .3
RIM=26.21
C16.1CHAN.
IE-E=16.56
IE NW=17.44 '
MH2179
RIM=25.85
- 0
SECT.18 T.23N. R.5E. W.M.
STA 14+82, 4'L
1-22.5 DEGREE BEND
4 �
RIM=25.62 I IE-N-2 .
MH2186 IE-NE= .40 STA 14+ 84, 2' LK4�
IE-N=20.07 I =25.62 1 IE- 0.10 1-22.DEGREE BEND I 5
C62188 IE-S -20.12 C • N. IF 10 03 (55 (n
^1A�1=25.65 N 20.08
4 5 23.26 CB 88 c� �E- =22.9i �t 4 4 IM=26.51 n CD
NHOLES iv�p 36 ! 5 J=24.27
h BP
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48" CPEP SD 12" CPE SD 48 CPEP
48 CPEP S 32 2
15
2 2 2 9 O
14+00 2 51 14 3D 12" CPE SD 16*00 0
LO
15+00
17+00
7
SHATTUCK AVE-BT _ _-_ Q
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44 44 �nN(7. SIDEWALK
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_ CB21 5 _ MAILBOX - - -
MH2183 MH'" ` '3 CB2163 CB2164 W
RIM=26.01 RI' RIM=24.87 RIM: 25.06 z
IE=24.02 IE=23.96 '
17 IE- 41 II I STA 15+24 1 O RT THIS LINE IS CALLED OUT AS
IE NW-19. I � , �
IE-NE=20.88
IE-S=19.68
IE- =22.51
IE E=22.54
1-16" GATE VALVE
SW=21.29
(
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`:2192
I MH2 2
(INSTALLED BY CITY)
STA 14+ 51, 10' R'
32185
I
'
U
RIM=2. _C
I IE=20
CONNECT TO EXISTING
__2366
_
WITH 4.0' 16"
f---
,
STA 14+84, 10 R
SLEEVE(MJ)
QO
1-16"+10" TEE MJxFL
1-10" GATE VALVE FLxMT
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1-THRUST BLOCK
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PLAN
SCALE: 1" = 20'
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REPLACE
±75
FEET
OF
EXISTING
16" PIPE
WITH
NEW
16"
D.I. PIPE
"PROPOSED TELE. DUCT ON
1987 SHATTUCK AVE. SOUTH
INTERCEPTOR SEWER PLANS.
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23
CONSTRUCTION NOTES:
OREPLACE EXISTING WATER
SERVICE LINE TO MAIN (PIPE
AND INSTALLATION BY CITY)
O3 PROTECT EXISTING WATER
METER AND METER BOX
OREPLACE EXISTING WATER
METER AND METER BOX
(BY CITY)
INSTALL TRAFFIC RATED COVER
O 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
OPROTECT GAS LINE (COORDINATE
WITH PSE)
10 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)
20 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.
R=342633
36 REMOVE EXISTING CATCH
BASIN*
37 REMOVE EXISTING STORM
DRAIN PIPE*
38 REMOVE ABANDONED
SANITARY SEWER*
39 REMOVE EXISTING MANHOLE*
41 ADJUST VALVE BOX
O44
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
�
1
ROSEWATER
PROFILE
20 0 20
40
CLIENTS PEOPLE] PERFORMANCE
6s-�1ILE,
SCALE: �'i: 1 " = 20'
Ii01 THIRD AVEIIUE, �U TE '500
l�rA,R "�'IOd 9810i so33
V' 1 -10
SCALE IN FEET
-
SURVEYED:
RAINIER AVE S (SR 167)
:
F;
DMJMHARRISAECOM
APPROVED FOR CONSTRUCTION
SCALE:
1 _ �
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
IMPROVEMENTS PROJECT
DESIGNED:
FIELDBOOK:
�
K. SMITH
• CITY OF
PHASE 1
PAGE:
10900 NE 8TH STREET, SUITE 750
RENTON
SHATTUCK AVE S STORMWATER BYPASS
DRAWN:
DRAWING NO:
o
BELLEVUE, WASHINGTON 98004
R. EDRALIN
IM
SD02A
CHECKED
PHONE: (425) 454-5600 FAX: (425) 454-0220
CITY OF RENTON DATE
DE LILLA
ATONE SCALE
Public Works Dept.
WATER LINE RECONSTRUCTION
fi
C NOT ONE INCH
SCALE ACCORDINGLY
FED AID NO.: ARRA-0167(044)
PLAN AND PROFILE STA 13+50 TO 17+50
10
ADDENDUM N0. 1
WRE
07/09
KRS
APPROVED:
SHEET: OF:
NO.
REVISION
BY
DATE
APPR
K. SMITH
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