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AS REQ'D ( -95'). STA 3t�
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PROTECT JACKING PIT w (I I ;I ; I x \ AS REQUIRED
SEE SHT C7 STRAIGHT F I RED II Ii I 10
TERMINAL
SEE Cby Of RENTON
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PROTECT EX FENCE
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RENTON TO KENNYDALE
SR405
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LOG WEIR q�
U-1-97966:65
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TAX LOT 2924059002 SCALE IN FEET
FILTER FABRIC FENCE
CITY STD PLAN 8069.1 (TYP)
0
EC-21.68 (AS -Sul
STA 3+6633046 9
LOG WEIR
EL 24.65 -2L75 (
WETLAND BOUNDARY
TEMP SAND BAG BERM DURING
CHANNEL CONST (TYP)
SEE DET
C2
-WETLAND BOUNDARY 1
-EX 24 "SD IE =22.56
) r
STA 4+01
EX 48 "SD IE= 21.69 I
N 197920.16 '
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Parametrix
431FRYARAVENUE.
SUM"" WASHINGTON 88390
T. 253.863.5128 F. 253.863.0846
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RECOhI'lChIED
FOR APPROVAL
By: --
--- Datei --------
By -------- --------
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_ Date'-- - --- --
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-- Date:-- - - - - --
�ro' OOO
r CITY OF
J. HEZVO .0 RENTON
..._... . .... BRnwx:
J. BEfZVGG or, c wc" DATUM
°XE0 "EDi%J7 "T �a s --I Planning /Building /Public Works Dept.
W xm ONE INCH
NO. REVISION BY DATE APPR ""rnc�o 50NE "CC°"" "B`r
TJ�fli,� <vTY
STREET:
REMOVE EXISTING ASPHALT AND
CONCRETE PAVEMENT BY SAW CUTTING
WHEN REQUIRED.
STORM SEWER:
OPRESERVE AND PROTECT U/G GAS LINE.
CONTRACTOR TO VERIFY LOCATION PRIOR
TO CONSTRUCTION.
OFOR LOG WEIRS AND PLUNGE POOLS,
SEE DET 3
DT3
10 PROTECT OVERHEAD POWER
11 DEBRIS BARRIER, SEE CITY STD 8047
GENERAL:
1. THE CONTRACTOR SHALL PROTECT ALL
PRIVATE AND PUBLIC UTILITIES FROM
DAMAGE WHEN TRENCHING ACROSS OR
BESIDE THESE UTILITIES.
2. PIPE TRENCH SHALL BE IN ACCORDANCE
WITH SECTIONSeANDe
DT5 DT5
3. LOCATION OF GEOTECH BORINGS ARE
APPROXIMATE.
4. CHANNEL SECTIONS SHALL BE IN
ACCORDANCE WITH SECTIONS
DB I AND D .
5. FOR HPA NOTES AND SPECIFICATIONS
FOR CHANNEL CONSTRUCTION SEE DWGI
G5.
60
D- 331509
40
TEMP SANDBAG BERM
EL 24.0
30
�EX EL 220
20 TEMP SANDBAG BERM
DETAIL
NO SCALE C2
10
NOTE:
1. FOR CONNECTION TO EXISTING CHANNEL
AND STREAM BLOCKAGE SEE HPA NOTES
& SPECIFICATIONS, DWG G5.
SW 29 -240
AS- BuIL..T
L3L±/C RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 4- 36" DIA STORM SEWER PLAN NO: .
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