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CB #7B, TYPE 2 (48")
E-18.99 12" CPEP(N,E) 3 '
MH848
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4B LIMITS, SEE SHEE RP03 IE NW=22 35�
IE NE=21.68 ,�
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RIM-27.17 CTR. CH RIM=2 9
1 IE=24.57 =17.74 IE=2 8
WITH CONTROL
STRUCTURE I B2C195
36 37 CB #8B RIBA-26_50
1E=24.31
CB #8C
I STA 18+64.6 15.3R
TYPE 2 (48")
RIM=26.9
IE=19.7 12"CPEP(W)
IE=19.8 12"CPEP(N)
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40 L.F. 48" CPEP SD S=0.20%
RosEWATER
CLIENTS PECPLEI PERFORMANCE
1201 THIRD AVENUE, SLITE
SEAT'' �'41NC ON 9810
r DMJM HARRIS AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-WW FAX: (425) 464.0220
SECT.18 T.23N. R.5E.
+ 18+40, 2
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BUILDING CB #9 ZO
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SCALE: 1" = 20'
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PROPOSED E_
-
166 L.F. 48" CPEP SD S= 0.20
65.2 L.F. 48" CPEP SD S=0.00%
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
56.3 L.F. 48" CPEP SD S=0.27%
PROFILE
SCALE: H: 1" = 20'
V: 1 "=10'
NO.
ADDENDUM NO 1
REVISION
W.M.
F. HYD.
21+14.5 57.6L CONSTRUCTION NOTES:
W. VALVE REPLACE EXISTING WATER
21+24.7 59.7� CB #JOB CONCRETE INLET REMOVE EXISTING CATCH
1 STA 21,+86.9 21.9E SERVICE LINE TO MAIN 36 BASIN*
�. RIM-27�8 �� (PIPE AND INSTALLATION
IE=24.2 12 0PEP (E) BY CITY) 37 REMOVE EXISTING STORM
43 A MHZ REPLACE EXISTING WATER DRAIN PIPE*
m RIM 2828-31 4
IE E=23.21 METER AND METER BOX
1E W=1$.81 REMOVE ABANDONED
IE-N=20.2- (BY CITY) 38
IE�s=2o- SANITARY SEWER*
42� fi PROTECT EXISTING 8"
3 C16
0 24 WATER MAIN 39 REMOVE EXISTING MANHOLE*
M .54
' 31- RIIE CONNECT EXISTING STORM
19C 7 46 0 6 U7 DRAIN PIPE TO NEW CB, 41 ADJUST VALVE BOX
VERIFY PIPE DEPTH PRIOR ADJUST HANDHOLE J_ BOX
48" CPEP 39 - TO CONSTRUCTION 42(COORDINATE WITH PSE AND
S' , ABANDON AND FILL EXISTING STORM DRAIN PIPE QINEST )
37 7 5 PROTECT EXISTING GAS LINE 43 ADJUST POWER VAULT
H #10 (COORDINATE WITH PSE) COORDINATE WITH (PSE)
M 1 18" Pvc 41 , 12 PROTECT EXISTING BURIED BURIED TELEPHONE (BT)
= 2oa7 ,h : �A, _� N TELEPHONE CONDUIT 8w '" SHOWN MAY NOT EXIST.
" 28 (COORDINATE WITH QWEST) TELEPHONE IS OVERHEAD, VERIFY PRIOR TO
`"
U P9 26 28 Q 12 2°� - 13 PROTECT EXISTING BURIED CONSTRUCTION.
0 POWER LINE (COORDINATE
• 0 Q 1 'C. ATTU CI'\ � V E. WITH PSE} 46 FIELD LOCATE CB TO
- - - INTERCEPT EXISTING STORM
ION FENCE PROTECT EXISTING BURIED DRAIN PIPE FROM BUILDING
p MH2987 CB2087 18 cBz05� 14 CABLE TV CONDUIT
� RIM=29.57 RIM=27.15 MH841 �}1 RIM=�7.73 (NOT FOUND}
CTR. CHAN. IE N=24.28 RIM=28.08 49 IE=2s.8s (COORDINATE WITH 47 WARNING - SHALLOW
=18.42 IE E=2423 CTR. CHAN.
IE W=2Z17 =18.85 COMCAST) WATER MAIN IN THIS AREA
30.7 LF 12" CPEP
THIS LINE IS CALLED OUT As S=1 A 4% 15 GAS MAIN RELOCATION (PSE) 48 PROTECT POWER VAULT
"PROPOSED TELE. DUCT" ON
1987 SHATTUCK AVE. SOUTH �� r�- Z (COORDINATE WITH PSE)
INTERCEPTOR SEWER PLANS. CB #1OA 16 COORDINATE WITH VER120N
1
STA 21+87 15.5E BUSINESS FOR RELOCATION OF PROTECT EXISTING 3" DIA
STA 20+21.8, 14.9'L TYPE 2, 48" EXISTING FIBER OPTICS LINES 49 CITY CONDUIT (COORDINATE
1-11.25 DEGREE BEND RIM=28.1IE-20.75 12" CPEP(S) 17 COORDINATE WITH ALLSTREAM WITH CITY)
FOR RELOCATION AND
IE=20.65 12" CPEP(N)
PROTECTION OF EXISTING 51 INSTALL 18" OVERFLOW
IE=23.4 12" CPEP(W) FIBER OPTICS LINE RISER AND SHEAR GATE,
PROTECT EXISTING AT&T FIBER SEE DETAIL ON
18 OPTICS LINE (COORDINATE WITH SHEET SD07
AT & T) *UTILITY REMOVALS PAID
SEE SHEET SD04-SD05 FOR FOR BY "REMOVAL OF
20 PROFILE STRUCTURE AND
OBSTRUCTION".
w 24 REPLACE AND RECONNECT
EXISTING 10 SANITARY
J cn o .-. J SEWER.
N -Z Ld Jw o ❑- as �.w�.� o
00 IZ w a_ a_ w v) rn J w rn c� -- CL a cn
N N a- 0 a- a C N 0- o .-. o N v o w v o 25 ADJUST MANHOLE
t w U" U U" _ 0)U UZ t
Q; a " CN = " 000 a - O �' +I co a- "~ co o ADJUST CB TO GRADE AND
[]C]1NN� 0 N >❑ -CO�r�N OC 2�
+ >- "� - ,n r r N °C + U r x af N + ~ n � ,n r INSTALL SOLID LOCKING COVER
Q �} 117 Ifl I� U 0 C] � � 0 � _ c6 N7 U
N Nr N N N r`� N N Y ►� N �`!r N Cq 28 CONNECT TO EXISTING STORM
m II II 11 11 II o Q CI U w ❑� II II II II U DRAIN STRUCTURE
cn U f,• W W W W W { 7 V <Y w H- 0° Vi c] rr W W W W
x ci Lx�I 31 REMOVE EXISTING FIRE HYDRANT*,
NEW FIRE HYDRANT AT STA±
- 21 +14.5, 57.6' L
33 ROTATE MANHOLE TOP OUT OF
f� CURB LINE AND ADJUST TO
GRADE, REPOSITION LADDER
WRE 107/091 KRS
8Y 1 DATE I APPR
117.3 L.F. 48" CPEP SD S=0.09%
16.5 L.F. 12" CPEP SD S=11.52%
SURVEYED:
DESIGNED:
Kawffl
DRAWN:
III �M
K N LLLA
APPROVED:
K S TH
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTORS
RECORDS
210 0 20 4+0
SCALE IN FEET
RAINIER AVE S (SR 167) DAI L:
SCALE: vmnc&: NA110 19s8 IMPROVEMENTS PROJECT
HORIZONTAL NAD 1903/1991 IE EOM
l" - w CITY OF PHASE 1 PAGE
tiA7U M
a RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING N
ONE INCH Public Works Dept. STORM DRAINAGE & UTILITIES SDO3
AT FULL Sc.ALE
IF NOT ONE INCH p -AND-PROFILE STA 17+50 TO 22� SCALE ACCORDINGLY FED AID NO.: ARRA-0167(044) SHEET: 34 7
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