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69 9
0 x 40
x
-3 8 2 Scale: 1 Inch = 40 Feet
x
V9 REMOVE SEDIMENT AND \
TALL GRASS. ABOUT 3 TO 5
SF EACH LOCATION, 6 3
AS DIRECTED BY ENGINEER
x V9
V9
V9
v9 63FAIRWAY CROSSING
9.E
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x
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x 70
69.6
x
72
x
71.2
77.0
x
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68.
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NOTES
1. CONSTRUCTION SHALL NOT INTERFERE WITH GOLF COURSE AND PARKING LOT USE
EXCEPT FOR CLEANING FLOW SPUTTER, AND AS NOTED.
2. ONLY SMALL SOFT TIRED VEHICLES MAY BE USED WEST OF THE FLOW SPUTTER.
3. DEBRIS AND BRUSH REMOVAL LOCATIONS WILL BE ADJUSTED BY THE CITY.
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 6/11/09
BY
4 REMOVE BRANCHES, ROOTS
x
72.0
74.7
x
CITY MAY ADJUST, ADD OR REMOVE, SEDIMENT
AND VEGETATION CLEANING AREAS AS NEEDED.
7
�q7�7
h
74.3
x
V3 REMOVE BRANCHES
V9 REMOVE SEDIMENT AND1
TALL GRASS. ABOUT 3 TO
5
SF EACH LOCATION,
AS DIRECTED BY ENGINEER
13.2
V9 /L
2
x
V3 REMOVE
BRANCHES x V9
1 -
---
--------- - --_ ,
FAIRWAY CROSSING
71.2
x
MAPLEW OOD CREEK
--
MAIN CHANNEL
Q
71.2
72.6
x
x
72,
x
NO.
x Y
71.9
71.b
73.
REVISION
LIMITED SEDIMENT AND SHRUB REMOVAL ALONG MAIN CHANNEL
SURVEYED:
DESIGNED:
DC
DRAWN:
DC
CHECKED:
DC / RS
BY DATE APPR APP:
RS
73.3
x
SCALE
VERTICAL: NAVll 198f3 _
AS NOTED H0�1Z0Ni'"� NAD 19�'�' �� CITY 0 F
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
18TH 1-EE
88.2
x
FLOW SPLI JSS/RUCTURE
ACCESS TO CREEK
FROM WEST SIDE ONLY
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77.7
x
� � I
V2 REMOVE BRANCHES
V2 'ADD GRAVEL
i 80.1
VEGETATION MAINTENANCE NOTES 2009
1. CITY MAY ADJUST GRAVEL PLACEMENT,
LOCATIONS, AMOUNTS, AND VEGETATION
REMOVAL AND TRIMMING, AS NEEDED.
V1 REMOVE ABOUT 2 FOOT SECTION
OF 8-INCH DIA ROOTS IN CREEK.
V2 REMOVE ABOUT 6 TO 10 3" BRANCHES,
ADD ABOUT 1 CY GRAVEL.
V3 REMOVE SMALL BRANCHES,
AS DIRECTED.
72,4 V4 REMOVE ROOTS, BRANCHES,
x -% ABOUT 3'X2' SECTION.
V9 REMOVE SEDIMENT AND TALL GRASS,
EACH LOCATION.
i
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205719
2009 Cleaning
DATE
6/10/09
MAPLEWOOD CREEK SEDIMENT BASIN Fl°LDE)0°":
CLEANING & MAINTENANCE PROJECT PAGE --
DRAWING NO:
MAIN CHANNEL 2
SHEET: OF:
x 5
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