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M002305 -9016
JEFF & BENADINE SCHULTEK
#2921
CB RIM =97.14 _
IF 8-PVC(E)=94.44
IE =83.1
48'CMP
36 "C Aft
2 2 "CEDAR OHL
SSMH C.O.R.#76
RIM =97.72
CL CHNL 8 °PVC(E -N -S) =91.82
0889921 -0800
TRACT A
d
�_OHL OHL
.. KOHL -
C8 RIM =97.17
IE =90.0 IE B °PVC(W) =94.17
24°C MP E 24'CMP(N) =92.97
HE 24°CMP(S) =92.72
IE =89.9 IE =87.5
12'CONC 48 "CMP
SITE #2 REPAIR
I ( I
TLf302305 -9050 7LIJ02305 -9025
JACK M. & JANE 1. HAWKINS I JANICE M. NOBLE 7LI302305 -9105
#2825 #2819 CHRISTOPHER P. CLIFFORD -
FOUND 1-3/4-BRASS CAP #2719
W/PUNCH IN GONG MON IN CASE
C.O.R. 1699 HELD FOR CENTERLINE
N= 168758.590'
E= 1299201.184' CB RIM =99.60
ELEV =99.34 IF 8'PVC(SE) =98.35
WOOD RETAINING WALL ( 5' FENCE 0_4! . EN 0
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DRIVE aHL OHL CON oHL OHL
HEDGE -
OH t DRIVE CONC WALK 6 DE DPoVE 6'FlR 6 F
GONG WALK
NC CU B /GUTTER
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16 °STW HP 59026'29'E
- - - s 259.92'
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a, ASPHALT CURB $0
OHL OHL OHL OHL
OHL OHL
CB RIM =99.36
IE 8 "PVO(W) =98.06
CB RIM = 103.35
IE 8-PVC(E)=10
u
CB RIM = 103.11
IE 8'CPEP(W) =10011
IF 24 CMP(N -S) =95.21 SSMH C.O.R.# 77
RIM = 102.35
IE B'PVC(E) =96.75
CL CHNL 8'PVC(N -S) =96.65
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EX8 "P
STORM
O. F gONNS
EX SSMH 5330 07'7 o W s ®,�
STA 3+56.70 8.9 LT c 2c
RIM =: 102.35
_90 IE 8" N &S = 96.65
.......... _ : ........:...... ..................:.........:. .................:...... _...:.... _.. _...... ............ ._.:._......:..... IE 8......_ 96.7
.. ....:.........:.. .......:.........:.........:...
" f 5 .p 23169 �p
01 StE1"'
Ex as" CMP SITE # 2 REPAIR :70NA
STORM CUT OUTAPPROX. 40 LF OF EXISTING DAMAGED 8" EXPIRES 8/21/09
CONCRETE SEWER AND REPLACE WITH 8" PVC USING
FERNCO OR APPROVED EQUAL FLEXIBLE COUPLINGS. .... _ .....
S=329818
AYwLY£II SWE' M1E
PACE
omcesn: 1' =20' M0R60Nf0t H'O tB� /'�'.1, ,s. CITY OF DEC 200;
JOH anE xcx RENTON 2008 SANITARY SEWER REPAIRS°
CHEC#ff DATUM _ Q
DMC ^TN' M. Planning /Building /Public Works Dept. Talbot Rd. S. (2900 Block) U
ff NDi IX1E Mpf
N0. REVISION BY DATE APPR H uat "aawwax sHECr: 8 E: 9'
C�; 5- 32981 ISI I312