HomeMy WebLinkAboutSWP2703149.2q11-
0
W
CB #L-1, TYPE 1-OCF
SDMH #L-2, TYPE 2-72"
(DIVERSION STRUCTURE)
STA 146+60, 22.00' LT
RIM 31.27
IE 26.07 - 18" IN S, OUT E
IE 26.07 - 8" OUT N
SEE DETAIL 1, SHEET SD27
- - - - If I I I �, 60 LF - 18" SD OIL/WATER SEPARATOR �
l 1 1 m� I , S =1 .9 0%
STA 146+83, 22.00' LT N
I 1 I \ T SEE DETAIL 4, SHEET SD27 O
Z �-�- �cF RIM - 30.85
IE ALL PIPES - 26.07
2
If -------------------
W
LOGM AVE. N I I -- _--- - -- -- -- --
' I I� ' I
1 1 1 0
20 LF - 8 SD S=0.20% W
I I
j I 1 1 SDMH L-1 B 22 LF 18" SD SDMH L-4, TYPE 2-48" L
LOGAN AVE N STA.J45+04.81= I »
I TYPE 2-48 S=1 .45% STA 146+85, C/L v
N 6TH ST STA. 30+1 0.87 I I I I STA 145+40, /
I I to
144+00 1 1 00� I C/L 24" SD 146 00 1
- - - - - - - - - - - - - - +
24" I SD" �� 48 LF - 12" SD 18 SD WV L-1 , SEE DWG SD26 dq'
I I S=0.20% e-
1 2 ' I 11 10 LF - 12 SD S=1.90%
'- I I I I Q
-----w-------------------►�-
1 I I 1
------ - I --- --
----- ----- - ---_—P_Z �_- --- - -----P
-w- w-w-------- w-4 .
w-- J------------
i I I I I
V
SDMH #L-1 A If II`-
TYPE 1 I I SDMH #L-3, -
TYPE 2-48" I I ��� I CB L-2, TYPE 1 -OCF 1 TYPE 2-48" Q
STA 144+85.1 1 , C/L I y_ 1 I I � STA 146+00, 20.92' RT STA 146+60, C/L
1 I _ GRATE 31.18
- - - - - - - — - - P - - -----� ) I I I I I IE 28.81
\ 2 i
LOGAN AVE N 145+04.81 =
N 6TH ST, 30+20.87
ELEV=31 .833 Q N m
m
LOGAN AVE N STA. 144+ 1 0.75
BEGIN HMA OVERLAY
MATCH EXISTING
EXISTING GROUND
@ CONSTRUCTION C/L--\
20
10
FINISHED
GRADE @
CONSTRUCTION
C/ L -�
I I I
I ~1 I
I X1
cn z @) 00 L0
=
o�
+I = ' 06
O
NLLJ Ln N
r Q N W
W O 11J N
_) 0
55 LF - 24" SD 121 LF - 24" SD
S=0.27% S=0.27%
STA 146+00, 26.92' LT
GRATE 31.08
IE 27.21 - 12" IN S
IE 27.21 - 18" OUT N
IE 28.72 - 12" IN E
'j
I
N
I
1-r-
LO w
w
J
(_0_ O
w
_
o
o
(n
V)
O
bi
a
Q�
25 LF
1811 SD
Q
[:S::=: 1 .0 0 %
rn
cn
�
�Iz
�
�
z
>
1--- 3:
>
Oz
oz
plzz
plzz
0 ^
�d.—r-00
',1- 00
00
00 N ^
U N N
N
N
I I
I
I
p I I
U+1100
I
��
I
�Ir-�
0100
O N
Lo to
Ln
(D ID C0
N 6 U j
N N
N
N N N
N N
N
N
W W
W
W W W
--—
W W W
W
Li---
Ln
rn c0
dt r�
00 00
Ln
0-) - r c0
0-)
Ln
N
CD
N
P--
143+50
144+00 144+50
145+00
145+50
146+00
146+50
�
1yHPdC1f11C
BHC Consultants, LLC
720 Third Avenue, Suite 1200
Al
RECORD DRAWING
JWR
3.12.10
MSV
SURVEYED:
DESIGNED:
DJ R
12100 NE 195th St, Ste 300
Bothell, WA 98011
425-951-4800 Fax 425-951-4808
www.whpacific.com
5.\w
Seattle, Washington 98104-1820
206.505.3400
206.505.3406 (fax)
www.bhcconsultants.com
DRAWN: PLS
CHECKED:
LCA
N0.
REVISION
BY
DATE
APPR
APPROVE LCA
WV #L-1
SEE DWG SD26
10 LF - 12" SD
S=1 .90%
0-)
0-)
- C0
c0
^
Lr)
147+00
SCALE:
VERTICAL: NAVD 1988
H: 1 "=20'
HORIZONTAL: NAD 1983/1991
V: 1 "=5'
..
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
40 w
O
U �
(n
Lij i
U �
QO
N
--- O
30 0
V)
Ld
W
U)
20 %.-00
Q
10 V)
W
_Z
U
Q
Q0
147+50
CITY OF
RENTON
Planning/Building/Public Works Dept.
SCALE
20 0 10 20 40
( FEET )
FICONSTRUCTION NOTES
1. PROTECT EXISTING BOEING UTILITY TO REMAIN.
2. PROTECT EXISTING CITY OF RENTON UTILITY TO
REMAIN.
3. PROTECT EXISTING PSE UTILITY TO REMAIN.
GENERAL NOTES:
1. FOR WATER, SEWER AND JOINT TRENCH
LOCATIONS, SEE UTILITY DWGS U00—U25.
2. OPEN CURB FACE (OCF) CATCH BASINS SHALL
BE PER WSDOT STD PLAN B-2e
WITH BI—DIRECTIONAL VANED GRATE.
3. FOR PIPE DEMOLITION AND ABANDONMENT, SEE
DETAIL 3 SHEET U29 AND SPECIFICATIONS.
4. EXISTING UTILITIES NOT INDICATED AS REMAINING
SHALL BE CONSIDERED ABANDONED OR
REMOVED AS NECESSARY.
LEGEND:
JOINT TRENCH, SEE SHEETS
U49—U52 FOR PLANS &
SECTIONS.
D=3 14902
RECORD DRA WINGS
PREPARED BY WHPACIFIC,
FEBRUARY 2010, BASED
ON CONTRACTOR RECORDS.
CITY OF RENTON
SOUTH LAKE WASHINGTON
ROADWAY IMPROVEMENTS
STORM DRAINAGE PLAN AND PROFILE
LOGAN AVE. N. STA. 143+00 TO STA. 147+75
C - 1 4 clod.
�.� of wAski'�c
a
0035524
5 I S TV,
S7ONAL
EXPIRES 06/06/07
4/17/06
FIELDBOOK:
PAGE:
DRAWING NO:
SD01
SHEET: OF:
57 205
r�
> y
mz
a
x�
1
CD
N
N c
o�
1
d
b
~
>®
cz
y