HomeMy WebLinkAboutSWP2703334.3/
V34..
/
/
/
0
/
/
/
/
/ s�0
A
�9� s
ti
EPLAC PLASTIC
TOP NE
S NE DED
L'SD��'
f
Z
L,
CB 1, TYPE 1 L
R OVE EX CB
E CB TYPE I
R EL= 114.77
6" I E= 111.57
1
WSD T ENCH
SEE 5HEET 2
r
A
SION DIT
ABOU TO>2DEP,
TO 2 F LONG.
FILL TH IMFILL,
COMPAC , G GROUND.
0
I
ERO GULLY I
ABOUT 4 F EP
WIDE, 20 FT L
FILL WI PORT BACKFILL,
COMPACT IN 1 - -
T CH EXISTING GROUND. 1
1
1
� QP�
— - - X"
112
90
ACCESSIBLE FROM ROA
UNDER SR-405
APPX. 70 FEET
70
_ ACCESS GULLY FROM NORTH
ONLY SMA MAC
SLOPE (BOBCAT, SMALL LOADER, ETC.)
1i
NO MACHIH RYYALBLOW�CHED ROMFROM THE SUTH. E SOUTHOHAND LAIR ONLY
10p�. � RESTORATIO
HYDROSEED GRA AND MU CH MIXTURE
OVER DITCH, GUL Y AREA, AN BARE AREA
ETWEEN.
A ROX. 5 FT WIDE BY 140 FT LONG.
0 FILL EROSION DITCHES �
SEE SHEET 2
I
IQ '
114
EX 8" DI WATER
\ SERVICE TO HYDRANT
? DISCHARGES
SOMEWHERE
ON SLOPE
CAUTION �I
PROTECT SSMH 3 "
SS MH-48 co
RIM EL=1 18.84
EST I E= 110.9
RECOMMENDED
FOR APPROVAL
By DANIEL CAREY 8/23/06
BY
TO]
- tAUUGU JIUGYYNLI
GULLY RESTORATION
REVISION
SCALE: 1'-
SCALE.
As Noted
ONE INCH
AT FULL SCALE
F HOT ONE NCH
SCALE ACCOMMOLY
VERTICAL: NAVD 19M
HORIZONTAL. NAO 1983/1991
DATUM
CALL 48 HOURS BEFORE YOU DIG
1-800-424-5555
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES:
A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES.
B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS
IN THE AREA.
C. TRENCH PATCH SHALL BE PER CITY DETAIL HR-23 TYPICAL
PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL.
D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS,
AND SHALL MATCH EXISTING.
- CITY OF
RENTON
Planning/Building/Public Works Dept.
D&333403
RENTON AVE S / S 3rd ST
STORM SYSTEM OUTFALL RELOCATION
EROSION DITCH REPAIR
OATS
8/23/2006
FUDBOW:
PAGE:
ORAYANG NO:
2
SHEET: 2 OR
°z
a
G
IO
In
QQ
0 0141
a�
°� a
W
o
W
y
W
a
r