HomeMy WebLinkAboutWWP2703363.3CM
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ILI143765-0150 11835-139th AVE SE � 1
M 15
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NO ADDRESS
14
I R# 143765-0130 /
I 7L,f 143765-0120 I TLC 102305-9409
13 12
n `-"----- TRACT E
_ EXIST. 8" W (WD #90) I
432 IE=424.1
W430
OHL 3-12"DEC TWIN p ❑
(� I
--- � "DEC IE=423.0 �
�_ -- NOT SHOWN ON PSE MAP 42s I
430 I ro 421�
00 428` 431 OH` GRAVEL II
_ STA. 24+00
O _
�� S07•
N SSMH 13 —� -
N
+105 LF
16„ pl Cr_ 52
w/PO LYWRAP
CB RIM=428.85
429
IF 15"CPEP(S)=424.20
Q
428
� B-3
427
EFLECT PIPE JOINT 22' RT
ROM STA 23+00 TO 25' RT
@24+00
8"DEC g'
W8
FENCE " DEC
NOTE:
ANY NON —PAVED AREAS
THAT ARE
DISTURBED SHALL BE RESTORED TO
Z
ORIGINAL CONDITION OR BETTER
STA.
24+05, RT. 25'
u
CONNECT TO EXISTING 16" DI WATER
SEE
CONNECTION DETAIL #3 ON SHEE
10 OF 11 al 23852o-0050
1
16" SLEEVE (MJ)
16"
DI SPOOLS
5
a
NOTE:
BORING 2, (LOCATED STA 20+05) WHICH JUST
TAPPED BELOW THE TILL INTO THE UNDERLYING
OUTWASH AT APPROX DEPTH 2O.5' ENCOUNTERED
GAS WHICH MAY HAVE BEEN METHANE TRAPPED
IN THE OUTWASH. THIS WILL NOT LIKELY IMPACT
CONSTRUCTION DUE TO THE THICKNESS OF LOW
PERMEABLE SOILS CAPPING THE OUTWASH.
CONTRACTOR SHOULD MONITOR FOR POTENTIAL
PRESENCE OF GAS IN THE TRENCH EXCAVATION
AT THE TIME OF CONSTRUCTION.
23+00
425
420
415
N
24+00
NEW 112- SS
mlx
�I
8"DEC
STA. 25+00
8"DEC ---
8"DEC
1LI 238520-0040
4
25+00
EX. 16" DI (—
8"DEC
CB RIM=428.53
IF 15"CPEP(N)=423.58
IF 15"CPEP(S)=423.48
—4
\42-- --- 4
a>
A=6°58'59"
----- --' — L=195.00' 2 +00
—I —
SSMH #2 --_ NEV 120 SS
w
CD
8"DEC
Rl 238520-0030
3
8"DEC $"D
EC
Rj 238520-0020
2
26+00
8"DEC
7L/ 238520-0010
1
CONC
8"DEC 8-DEC
CB RIM=427.33 C
IF 15"CPEP(N)=422.83
IF 15"CPEP(W)=422.73
WMH=427.50
TOP 16" DI PIPE=423.3
WMH=427.18
TOP 12" DI PIPE=422.7
CB RIM=426.64
IF 15"CPEP(N)=422.54
IF 15"CPEP(W)=422.34 0
I
I
27+00
SD RIM=428.30
•
SSMH #1
EXI . 16" CV
IN V LT
EXIST. 12" GV
IN VAULT
y0
cn
,1lOp
I
N
�n1b
A
0
CD
co V "
N
000
00
SSM COR# 93
z
RIM- 26.91
30.00'
30.00' Z CL C NL 12"PVC E-W)=416.01
U)
S-336303
a
INSTALL NEW 48" MH
INSTALL NEW 48' MH
: : INSTALL NEW 48" MH
12" SANITARY SEWER
RIM 429.65't
RIM - 428.44'-+
RIM 426.29'-+
TO EXIS71NG MH
:.............:.........:./E 12"(S) 418.45'..........---.------------------...................----...../E--12"(S)-41Z47'------......-----..........---...................................................1E.-12"(W).416:24'.........--•-----
1E 1 E) 41611'
lE 121(N) 418.55'
lE 121(N) 417.57'
lE 12"(N) 416.34'
REMOVE SHELF AND
- L1i
_
REPOUR CHANNEL
EXPIRES 8/21 /09
�,i
NO.
REVISION
® a6oz
SCALE:
1 "=20' HO1�` '�D CITY OF 08-14-07
DUVALL AVENUE SEWER MAIN RELDBOOK.
RENTON DUVALL AVENUE NE FAGS.
°NE '"�' DATUM ORA No
AT FULL SCALE Planning/Building/Public Works Dept. NE 8 TH STREET TO N E 10 TH STREET S - 33 63
IF NOT ONE INCH
SCALE ACCORDINGLY 9 OF,
0 F 11
. a SI-13131631