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CB -1A STA 10 +11, 9'LT
N 178135.41
E 1298300.88
NEW TYPE 1 CB
N 178125.72 \�
E 1298300.67
CONNECT TO EX BOX
CULVERT STRUCTURE
PLUG AND ABANDON EX 8�D
CB -3A STA 10+
N 178111.10
E 1298343.11
NEW TYPE 1 CB
CB -1 STA 10 +18
N 17813,0'35
E 1298310.49
ANEW 72" TYPE 2 CB
W 36" FRAME & COVER CB -2 STA 10 +51
REMOVE EX CB
o I N 178144.41
E 1298340.33
NEW 84" TYPE 2 CB
REINSTALL EX 24" DIA'
FRAME & GRATE
a SEE CONSTRUCTI NOTE
\\ •:, WALKER '
SUBARU�iY�
/
J
�iJ� lQ
APPROX lOCAT
v - SOF- RECEIVING PIT 1 3
ti S
_ 4
\ ° 2 RELOCATE EX POWER o
\ I AS REQUIRED
POTHOLE
CB -3 STA 10 +75 LOCATION, TYP
N 178128.59
RT ��\ E 1298358.38
�\
NEW G72 - TYP- E -2 -CB A
Ro ST \r \ 9 0�
PLAN
SCALE IN FEET
i
J-- \.
PLUG .__ &\ABANDON
EX SW 24 \D, SEE
CONSTRUCTION /
NOTE 3 FOR\
TIMING -\__ i
(i 1W / -
z 5
STA /12 +88 22 LT
N 129853.43
E 1298532.39
X TYPE 2 FB p �'
APPROX -:9
CA
° JACKING PIT 1
TEMP BYPASS
F
- LAKE AVE S STREET VACATION
(EX 60' WIDE CITY UTILITY EASEMENT)
C,
/ 6 �1
so
T �
N' 178249.27
E 128583.72
INSTy LL NEW 60"
TYRE 2 CB
ION OF
\f?ROVIDE
OR PROTECT
1019 39TH AVENUE $E, SUITE WO
T. 263. . W F. 253 ON 989
T. 293.fiO4.fi898 F.233.60C.9T99
xvw.PUemeOhmm
,I _
CONSTRUCTION
NOTES:
0 20 40
1. ALL TYPE I CATCH BASINS SHALL BE FRAME
& GRATE UNLESS NOTED OTHERWISE. SEE
CITY STD PLAN 200.00. RIM ELEVATIONS
SHALL MATCH EX GRADE.
2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME
CB -1 STA 10 +18
CB -2 STA 10 +51
& GRATE UNLESS NOTED OTHERWISE. RIM
NEW 72 TYPE 2 CB
NEW 84 TYPE 2 CB
ELEVATIONS SHALL MATCH EX GRADE.
60
.....
.................
60
RIM EL 36 :8 .
.. .. ._.... ..... - -_.. .. ... .. ..
RIM EL 30.6
26:72::::::: STA 10 +75
......
CB -4 STA 13 +30
0
6 ,
3. REMOVE APPROX 5' OF EXIST 24 "D NE OF
12 (W)::IE ..26;28 ..
.
E:X: 6 . (NW) IE- CB -3
NEW, 60" TYPE 2 CB .
10 +51) AS NECESSARY TO
CB 1:0 +18
CB- 3:STA'10
+75
36 ":. NE) JE= 18;20
:::36'
(SE' & SW :IE=
18.23:::: NEW: 72' TYPE 2 CB
RIM: EL .30;9::
NXSTALL N NEW CB -2. CONTRACTOR TO
42''::�SW) IE -18;20
TEMP 24" ; (NE) IE= ;18.47 RIM EL 31 3
34.. ": (NE &; :SW) JE 1:8.50
50'
50
.. ...
MATCH EXISTING ... : EX 12.: SE .iE_22,0
.. _ .......
PROVIDE BYPASS STORMWATER PUMPING AND
.....:: .... .::::..
.:::. ...
: ....::.
..... .........
...:
3 4 (NE) IE 18:.25
.. .. .....
.. ... .. ..
0
PIPING TO BOX CULVERT AT STA 10 +07
GB .1.q
C$ -3A
STA +;39,
3VRT
... ...
...
3 6' :(:NW) IE- 1:8.25 ...
.
15
CB-1 G H
NAND
STA 10+ 1 1, : 91T ..
...
;1:0
N7 W: TYPE 1
CB::
.... 12' :(SW) IE . 26.14..... . .. .
CB-3 ASSOCIATED PIPING.
NEW TYPE:.1..Cg....
RIM EL :37,3
.::
.... .... .....:......
JACKING: :PIT
PPROVIDE EQUIPMENT PIPING
BONNECTION
40
RIM -EL 30.6:.:.__
_.
EX 8" (S) LE
_ ..
40 .... .......L.._
.......... .:........
......:.
.. ACTUAL SIZE
40'
AND EMPORARY
"D
.....
12.::(SE) I;E 26.50
12' (NE)
.2.6..6.
26:60'
........
.......
..:
RECEIVING. PIT:. CONTRACTOR
ANDDSHA FINE
BETWEEN EXIST 24 AND CB -2 AFTER
:IE
TO DETERMINE ACTUAL SIZE
I
SYSTEM HAS BEEN CONSTRUCTED AND
.. ..:
AN D SHAPE .....
I
CULVERT
...- ...
.:
..
..
_
- . SHALL PLUG
S
30
30
__
-..
-
....
P
: _ -:
�T .
-\t
3 0
AND WHEN NEW STORM
3S EXIST 24"D H
..
.
P:::::
::�
P::. D::
p �12"D::
DRAIN SYSTEM COMPLETE
P
.....
1Z'S:
..
::
..
....
....... .....
65::..
o
.:p...
... .. .
I
.. ...
..
... ..
...
..
....
......
... ...
..
....
...: 208 42" STI• CASING AND 34 kDPE PIPE ;@
S-0+001:: - ....... ..
FT /ET .... .... .. ..
..
20
.....
L 1
20,
.... ... _ ...... ..... ..:..
...
2 0
11' -::12' CPEP:
PIPE @: .......:::::@]
23 .'1'2" CPER:PIPE. ::::
S -0:020 .FT /FT: ....
33'. -; 36" CPEP PIPE::
STA: 1 1.0 :93
STA 13 +01
":
- -
S:= 0.020::FT /FT:.
..:::
�: S °0.00,1: ���'
::: 42 °: STL::CASING .117-17 94:... ....
42 STILL CASING .IE =18.14
_
_
34" HD 7
PDPE:IPPE..782
_
10
..._. __.....
:...... ..:.....
... . ....:..
.............
10
11
42 CPEP PIPE
5 =0.001 FT ET:
�..
...... ..._. ...... .... ... ..
8' 34 H ..::::
29 - 34 H 6PEDPIPEPI @ESE0:0047FT /FT
0
... .
.. ..:
....
STA
10 + 07 ::::.::.:'
@ FT /FT:
S 0:001 ...
10 .:.. = FT /FT
Hr PIPE S 0.001
..
.:
42 "::CPEP
......
PIPE: ::::::
..::..:
...
24' -::36" CPEP PIPE ::
..... . :
STA 13+3942": STL::::
:
IE -18
19 ::
@ :5 =0 001 FT /FT
CASING IE 18.17
0
:.:
0' :
..... ............. .. ...... ..:.:.: _..... ...
.:.:.: 34 " -HDPE PIPE IE -18:51
0,
CB
-1A
TO CB
-1
CB
-3A
TO CB
-3
10 +00
11 +00 12 +00
13 +00
13 +50
1019 39TH AVENUE $E, SUITE WO
T. 263. . W F. 253 ON 989
T. 293.fiO4.fi898 F.233.60C.9T99
xvw.PUemeOhmm
PROFILE
HORIZ: 1 " =20'
VERT: 1"=10'
SUR+EIFD: EGLL£: 1
.71-7 -LD'
R. HERMES
o uwr:
K. TAYLOR
ONE WCN
CHEd' Ai NLL SGLLE
OW
NO. REVISION BY DATE APPR v Nor OW ww
A➢PROh➢: SVIE AGGOROWGLT
ww19� CITY OF
HORIZONGL NID 10&1/1991 )
RENTON
DATUM
Planning /Building /Public Works Dept.
D- 352905
LAKE AVE S / RAINIER AVE S
STORM SYSTEM
PLAN AND PROFILE
STA 10 +00 TO STA 13 +50
JUNE 20111
I.-
PALE:
C1
,I _
D.
PROFILE
HORIZ: 1 " =20'
VERT: 1"=10'
SUR+EIFD: EGLL£: 1
.71-7 -LD'
R. HERMES
o uwr:
K. TAYLOR
ONE WCN
CHEd' Ai NLL SGLLE
OW
NO. REVISION BY DATE APPR v Nor OW ww
A➢PROh➢: SVIE AGGOROWGLT
ww19� CITY OF
HORIZONGL NID 10&1/1991 )
RENTON
DATUM
Planning /Building /Public Works Dept.
D- 352905
LAKE AVE S / RAINIER AVE S
STORM SYSTEM
PLAN AND PROFILE
STA 10 +00 TO STA 13 +50
JUNE 20111
I.-
PALE:
C1