HomeMy WebLinkAboutD-357049EARLINGTON PARTNERSHIP CB RIM=20.93 /
1100 SW 7TH ST IE 8"DI(S)=18.3
0 IE 12"CMP(E)=18.0
LO #1100 SW 7TH ST SDMH RIM=2,.5D o�
ri BTM 12" DI(N,S)=16.5
ASPHALT PARKING IE 8"CONC(NE)=16.5 I
N CL CHAN 60"CONC(E,W)712.8 I
dCn
- 2, _-D - - _ - -EX FILTERRA #103
55 5 CONC WALK 55 Jn
VALK ua
----------- D \
2
— — 60" SD
--- - - - - 1
_ _ 8+5000 --------� 5
— — _ n 9+
o — — — P o 9+50
----- _ X 60"SD �--
------------r �i� /_�
�cT G
Louis Berger
'ZONALG
520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043
A _
ASSMH
1000 SW 7TH ST
( I
I RIM=21.32
I CL CHAN
#1000 SW 7TH ST
■
I 8"PVC(N.E)=10.7
ABANDONED 8" SS Pvc(w)=10.7
ASPHALT PARKING
■
I
CB RIM=20.88
IE 12"CMP(S)="
SDMH RIM=2229
■
IE 12'CMP(SW)=1�7.{
(W-657)
CL CHAN 60"CONC(E,W)=12.8
I
\
v \
I N
A EXISTING 12" GV_-----
---21-
°E
----- ------\
--
8"DEC --- 18F� —EX
I CB RIM=21.06
FILTERRA #105- — — — ---- \
`
_I
IC{-S17—
E"8'CON
22'AS--- /r
P{�Att
/
1
4 2
18"DEC 18DEC-.—�
S 5
CONIC DV�
__
12"DEC
ur ^u' ?
a ALK
n\
■CVU
LU
d W
5 0
------ ---
_
<
r------------
_ - -----
-� EX 60" SD 7
? 60" SD
�
LU
PH
P402
10+00 o D 10+50 10 11+00
11+50 SW 7TH ST
j2+oo
■ w
�
PH26 -
12+5■ z
_
- -
NEW 60" SO I
FROM STA 8+00 TO 12+50 5 2.5 0 5 10
HORZ. SCALE: 1 "=20' 1 "=5'
VERT. SCALE: 1"=5' Scale Feet
PACE
AS NOTED
rcscx �F/JE/RL
AS -BUILT REVISIONS MSG 9/22/2018 MSG —: ABG
BID SET MSG 4/18/2016 MSG
REVISION BY DATE APPR ?;--
GENERAL NOTES
1. ALL STORM DRAINAGE PIPES SHALL HAVE WATERTIGHT JOINTS.
2. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE
AT THE CENTER OF THE DRAINAGE STRUCTURE.
3. SEE DWG C15 FOR TYPICAL TRENCH CROSS SECTION.
4. DRAINAGE STRUCTURE AND PIPE REMOVALS ARE PAID FOR BY "REMOVAL
OF STRUCTURES AND OBSTRUCTIONS".
5. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE ABANDONED
AND FILLED WHERE INDICATED ON THE PLANS IN ACCORDANCE WITH
SECTION 2-02.3(4) OF THE SPECIAL PROVISIONS (FOR PIPES) AND
SECTION 7-05.3(2) OF THE STANDARD SPECIFICATIONS AND SPECIAL
PROVISIONS FOR STRUCTURES.
6. CONTRACTOR IS ADVISED THAT NEW STORM IS IN CLOSE PROXIMITY TO
THE EXISTING WATER AND AS SUCH SPECIAL SHORING AND PROTECTION
MEASURES ARE REQUIRED. SEE SECTION 7-08.3(1)B OF THE
SPECIFICATIONS.
CONSTRUCTION NOTES
Y
20 10 0 20 40 DANM.TOUMA, PLS# 38992,VI`YLIVI LL BY lw~
1 "=20'
Scale Feet REDLINES STAMPED ON 8/27/18 BY
CITY OF
DATUM RENTON
Planning/Building/Public Works Dept.
SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018
STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2
PLAN AND PROFILE, SHEET 1 OF 5 C 1
5 °F 20
pimmmmmmic