HomeMy WebLinkAboutS-336301IE =435.2 ,
15 CONIC
SDMH RIM= 4?7.69
IE 12 "CONC(NE)= !8.09
IE 15 "CONC(W)= 425.99
102305 -91005 IE 72 "CONC(E)= 425.94
�
BORING 2, (LOCATED STA 20 +05) WHICH JUST
CO
TAPPED BELOW THE TILL INTO THE
a
M
H o 0
SW
SEC 10, TWN SH P 23, RN G 5
CV
00
W
NO ADDRESS SOILS CAPPING THE OUTWASH. CONTRACTOR
SHOULD MONITOR FOR POTENTIAL PRESENCE
IZ
CONNECT TO EXISTING 16" WATER LINE
w
w
w
11TRACT A 1 CS R @!= 436.76 z�
E 12'CPF.P(NW')= 434.13
I
SEE CONNECTION DETAIL y2 ON SHEET 10 OF 11
UND @4T ¢
Ny
W
SL1U'H RIM = 43;.44 \
!E ,L((S CPEP(E)= 433.54 l
Li
STA. 14 +02, LT 22'
REMOVE EXISTING 16" PLUG AND INSTALL:
425.54
33
TRACT B
(1) 16` GATE VALVE (MJxMJ)
1�'CONC� UND INT SIROCP.IRF ELUSHI- RANT
o
O
n f 7aoato-7777
z z
10' 16" DI PIPE
CD R!u= 437.'3 E 2 CPEPIE) =Q IE 15 CFi'P(N) =434 28
EP(S) =43413
w-----
af
a-
Q
�WAL�
_
FENCE
IE =435.2 ,
15 CONIC
SDMH RIM= 4?7.69
IE 12 "CONC(NE)= !8.09
IE 15 "CONC(W)= 425.99
102305 -91005 IE 72 "CONC(E)= 425.94
NOTE:
�
BORING 2, (LOCATED STA 20 +05) WHICH JUST
1
TAPPED BELOW THE TILL INTO THE
UNDERLYING OUTWASH AT APPROX DEPTH
20.5' ENCOUNTERED GAS WHICH MAY HAVE
SW
SEC 10, TWN SH P 23, RN G 5
THIS WILL NOT LIKELY IMPACT CONSTRUCTION
DUE TO THE THICKNESS OF LOW PERMEABLE
00
W
NO ADDRESS SOILS CAPPING THE OUTWASH. CONTRACTOR
SHOULD MONITOR FOR POTENTIAL PRESENCE
CONNECT TO EXISTING 16" WATER LINE
w
w
TRACT A
I
SEE CONNECTION DETAIL y2 ON SHEET 10 OF 11
V /
W
Li
STA. 14 +02, LT 22'
REMOVE EXISTING 16" PLUG AND INSTALL:
33
<�
z
(1) 16` GATE VALVE (MJxMJ)
o
O
-
(
10' 16" DI PIPE
X
Q
436
12 +00
(1) 16" SLEEVE (MJ)
w
Lv
16 +00
I
STA. 14 +13, LT 22'
18 +00
3
30�•
3p.DDV
I
I
16" 45' BEND (MJxMJ)
CONCRETE BLOCK
=Jl
--- - - -- --
C
/
I
SSMH COR# 35
RIM = 437.61
L CHNL 8 "CONC(E -W)= 426.26
Q
- - N N
0 I 2nEC 1VDEC
�I 300EC` -- - - - - --
STA 16 +57 RT 12'
EX. -W _ ; 436 437
M13n-
- JL
+ w
ASS
DITCH
4i5
INSTALL NEW 48' MH
NOT S H 0 W N ON P S E MAP .. ... ... - .. _
_ - ... ... ... - ... ... ... ... - .
3,
PER WCP.TE PAINT
03>
\936
\qr
Rim
440: .........:.......
STA. (B 1 00=
�. TA.14 +7 .7858
41
14
6'
O,
STA. 00
STA. 16 +00
......... 440
`<
DUVALL AVE. NE
s,
GRADE
IE 12'(N) 423.24'
IZWH A7 �A
W
9,0
@ CENTERLINE -
Iu�i
_ 45 LF 16' Di, CL 52 W POLYWRAP
>
�
I -
- — ... — .. - -
—
- - - - - - - B-1
436
3
436 .
5' FENCE 5' SCE 1YDEC r,,, 15 "DEC 48'DEC as&=
WX
: -
- EX. -16° WATER- - - - - - - ...... -
a
- - 4' MIN. COVER (TYP:).....:..
-
-------... ........... ..............
....................
STA. 14 +55, RT. 22'
t
II
16" 45' BEND (MJxMJ)
CONCRETE BLOCK
\
±415 LF 16" DI CL. 52 W /POLYWRAP
I
Li I
`- ANY NON -PAVED AREAS THAT
ARE DISTURBED SHALL BE
430 :. ....---- .........
:---------------- ---------- - --------- ---------- ---- ------ -- --- ----- - - - - - -- -
- - - -- - -
-- ----....:.........:.........:..................
#13725 SE 116th ST.
RESTORED TO ORIGINAL
CONDITION OR BETTER (TYP)
-- - --
---- -....: 430
R{ 102305 -9112
425 :.........:......
NOTE:
BORING 2, (LOCATED STA 20 +05) WHICH JUST
TAPPED BELOW THE TILL INTO THE
UNDERLYING OUTWASH AT APPROX DEPTH
20.5' ENCOUNTERED GAS WHICH MAY HAVE
BEEN METHANE TRAPPED IN THE OUTWASH.
THIS WILL NOT LIKELY IMPACT CONSTRUCTION
DUE TO THE THICKNESS OF LOW PERMEABLE
00
W
NO ADDRESS SOILS CAPPING THE OUTWASH. CONTRACTOR
SHOULD MONITOR FOR POTENTIAL PRESENCE
OF GAS IN THE TRENCH EXCAVATION AT THE
Rj 14J765 -0230 TIME OF CONSTRUCTION.
TRACT A
T
V /
W
Li
33
<�
z
NOT SHOWN ON PSE MAP �
�A35
O
-
MI
W
STA. 17 -500 STA. 18
635.22'
Q
12 +00
i NEW 12 SS
y3h
��...— ...— ... —... —... ;� —
Lv
16 +00
17 +00
18 +00
s
---- - ---------- --- ------- ----- ------ - - . -- ----. . -- ....--
_ C�
20'DEC 24*DEC
=Jl
--- - - -- --
C
STA. 17 +35, RT. 22'
--- ...... ..... ...... .........
16" GATE VALVE (MJxMJ)
Q
�I
d
< �I
r
<�
z
w 1
12 +00
13 +00 14 +00
15 +00
16 +00
17 +00
18 +00
-- -- -----
---- - ---------- --- ------- ----- ------ - - . -- ----. . -- ....--
_ C�
---- -----
----------- - - - - -- ..............
--- - - -- --
----- -- - -. - -- - --- -- ---- - - . ------ -----
--................
MH 6
--- ...... ..... ...... .........
...........
_
° =1
- - N N
STA 16 +57 RT 12'
r
+ w
INSTALL NEW 48' MH
z 1
3,
Rim
440: .........:.......
- - - iTj -
........:........
- .... - -
.12."(S). 42314 -- -
- - - - - - - ....
......... 440
GRADE
IE 12'(N) 423.24'
W
z
@ CENTERLINE -
-
- o0
:IJ
435 w
: -
- EX. -16° WATER- - - - - - - ...... -
-
- - 4' MIN. COVER (TYP:).....:..
-
-------... ........... ..............
....................
435
±415 LF 16" DI CL. 52 W /POLYWRAP
4' -MIN. COVER (TYP.)
430 :. ....---- .........
:---------------- ---------- - --------- ---------- ---- ------ -- --- ----- - - - - - -- -
- - - -- - -
-- ----....:.........:.........:..................
.......----
-......----- -- - - - - -- .........:......
-- - --
---- -....: 430
425 :.........:......
------------------------------ ..:.........:.........:.......
........:
:425
236LF:of12 °P✓C: ®092X
MH
STA 14+17 -RT 12'
420 :.........:..
-- - - -- ---------:....... ......................:- ----- -- INSTALL. NEW.48'.MH..:.
--- ---- --
:.........: 420
OVER DUST. 8' SEAER
RIM 437.87'1
IE 12'(S) 425.421
:
:
:
IE 8'(E) 425.851
IE 8-(W) 425.721
SEF DETA %L 5/11
..........................
HOR
v OF WAg7j,
m z
sxatvso- uvvE
v,xne�: ,u4n ,eae
ru,mwr - wn ,usi7,ae,
CITY OF
are
08 -14 -07
DUVALL AVENUE SEWER MAIN
F 01
1
-�
DATUM
RENTON
DUVALL AVENUE NE
D
Planning/Building/Public Building /Public Works Dept.
NE
8TH STREET TO NE 10TH
S -3363
STREET
EXPIRES 8 21 09 NO.
REVISION BY DATE
APPR
MA
-oF 11
Baum ���-7 5
-333
ROLL
2
O�B
FR-264'