HomeMy WebLinkAboutWWP2703363.7ERE
w
Q
z
I---
U
Lu
7)
O
ry
n
w
Z
Ld
L�
TL# 143765-0150
N � 15 I
� I
J I
lJ 1
�— -- 432
�_- -OH✓ -
Nor sNowN ON PSE MAP
00
11835-139th AVE SE
TL# 143765-0140 11843 139th AVE SE
14 �
TL# 143765-0130
13
IF;S-I. 8" W (WD #90)
I
--
-- - L —� 3-12"DEC TWIN
�--
0 --- --�__ - --- — —/430 ------� _
= STA. 24+00
o —
EW 12" SS>02°o1'oz,W
-
SSMH 13 - - - -
i105 LF 16" D1, CL 52 OL I
� Y
12
M
W F WR,� � --'— NEW SS
CB RIM=428.85 —�
—429 �IE 15"CPEP(S)-424.20
— - 428 B-3
I
)E-LECT PIPE JOINT 22' RT -
ROM STA 23+00 TO 25' RT @24+00
8"DEC 6E
8"DEC
NOTE:
ANY NON -PAVED AREAS THAT ARE
DISTURBED SHALL BE RESTORED TO
ORIGINAL CONDITION OR BETTER
STA. 24+05, RT. 25'
U CONNECT TO EXISTING 16" DI WATER
L SEE CONNECTIOL. DETAIL #3 ON SHEET 10 OF 1 TL# 238520-0050
I 1 - 16" SLEEVE (MJ)
16" DI SPOOLS 5
NO
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 24+00
430
425
420
415
HIM
8"DEC
71
x
Los
STA, �—
25+00
8"DEC -
8"DEC
TL# 238520-0040
4
25+00
EX. 16" DI (final 6
8"DEC
CB RIM=428.53
IE 15"CPEP(N)-423.58
IE 15"CPEP(S)=423.48
11847-139th AVE SE
TL# 143765-0120
12
,I
II NO ADDRESS
I
TL# 102305-9409
TRACT E
IE=424.1
15"CMP
I
IE-423.0 F jl
M I I
-42'
/-
�- OHS - -� _� GRAVEL
\428 42>
�, 2 +00
-
SSMH 2 — NEW 12SS
—� --
w
8"DEC
TL# 238520-0030
3
8"DEC
8"DEC
TL# 238520-0020
2
26+00
8"DE
CONIC
8"DEC 8"DEC
CB RIM=421.33 \ r
IE 15"CPEP(N)=422.83
IE 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
IE 15"CPEP(N)=422.54
IE 15"CPEP(W)=422.34
TL# 238520-0010
1
27+00
SD RIM-428.30
2' SSMH /I
—EXIS . 16" G � ---EXIST. 12" GV
IN VAULT IN VAULT
�n
\
�o
0
CD
00
SSM
C0R# 93
RIM—
26.91
T'I
30.00'
30.00' z CL C
NL 12"PVC =416.01
I
�
r
I
S-336307
Im
® 0.62.`g
'STA 27+39.84 RT 37.85'
INSTALL NEW 48" MH INSTALL NEW 48" MH INSTALL NEW 48" MH 12" SANITARY SEWER
66 ' RIM 429.50' A • 4�' 4 4 RIM 428.74' .k�f RIM 426.68 TO EXIS77NG MH RIM 426.89'
. " ..1E 12"(S)-418:28'......................... I ..........:...... ' 1E 12"(S) 417 40.:.........:.........:.........:.........:... " 12"(W)- 416.16' lE 12"(E) 416.00'
lE
W 41& JE 121(N) 418.31' JE 12"(N) 4I Z 41' IE 121(N) 416.26' REMOVE SHELF AND
_ �s� _ REPOUR CHANNEL
A 5- BUILT INFORMA TION BASED
UPON FIELD SURVEY PERFORMED
MAY 1, 2008 BY PLS, INC.
EXPIRES 8/21 /09
1 AS —BOIL T DRAWINGS
NO. I REVISION
SURVEYED:
DESIGNED:
MAB
DRAWN:
MAB
MAB 10-08 CHECKED:
JDH
BY DATE APPR APPROVED:
DMC
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 :4,_ CITY OF
R EN TON
DATU M
\ Planning/Building/Public Works Dept
08-14-07
D U V A L L AVENUE SEWER MAIN FlELDBOOK:
PAGE:
D U V A L L AVENUE NE DRAWING NO:
NE 8TH STREET TO NE 10TH STREET S-3363
SHEET: OF:
9 OF 'I
S I 13131613L-L-
>
C17 y
rN
ITI
o
04
o
W
�w
z
w
cn