HomeMy WebLinkAboutD-333403R_
I
60
\ ACCESSIBLE FROM ROAD
UNDER SR -405
APPX. 70 FEET �.
\ ` 70
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I
ERO N-_GULLY I
'ABOUT 4 FEET -DEEP I ACCESS GULLY FROM NORTH
/ WIDE, 20 FT LONE- I ONLY SMA MAC L^ "� o° THE -.
/ FILL WITH-IMPORT BACKFILL,
COMPACT IN 1 SLOPE (BOBCAT, SMALL LOADER, ETC_)
T CH EXISTING GROUND_
/ I
80
i
90
WS OT B ID: 89 ,/ / THI H MAY BE EACHED FROM
GP17 5 -6 THE SOUTH.
EL= 34. 54 i \ NO MACHI RY ALLOW ROM THE SOUTH, HAND LA R ONLY
or= 112. 2 ft /
SION DIT
ABOU TO 2 FEET DEEP,
' TO 2 F WIDE LONG. 10p 1 RESTORATIO .
FILL TH IMPO ACKFILL, I HYDROSEED GRA AND MU CH MIXTURE
/ COMPAC , ATCH EX G GROUND.
OVER DITCH, GUL Y AREA, AN BARE AREA
ETWEEN.
A ROX. 5 FT WIDE BY 140 FT LONG.
\ I 77_
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.
1
t ADDENDUM 1 — ADDED SIDEWALK RAMP STOP B R s" _
xor nmi 1B8B
RECOMMENDED GULLY RESTORATION DWC 8Z23 )6 As Noted °d "°B1 ,:�. ,.� CITY OF 8/23/2 006
cam. Dwc .0 R E N TO N RENTON AVE S / S 3rd ST
FOR APPROVAL GL F, Dwc STORM SYSTEM OUTFALL RELOCATION
mac Na
BY DANIEL CAREY 8/23/0 6 Js DATUM Planning /Building /Public Works Dept. EROSION DITCH REPAIR 2
F NOT ONE NLTI
BY NO. REVISION BY DATE APPR
RJS 2 2 Cb�D 7,7 T, 1
RO -L 2 O�S IMP 1131.
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112
/
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SEE SyE 2
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\
\ FILL EROSION DITCHES
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SEE SHEET 2
A
V
V-
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114
ti
EX 8° DI WATER o
CBrr1, TYPE 1L SERVICE TO HYDRANT
EPLAC PLASTIC
\
R&6M E EX CB
TOP NE
S NE DED,
CB TYPE I
R EL= 114.77
22 v
/ ARGES
SOMEWHERE
6" IE= 111.57
V ' I
i ON SLOPE
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116
SD
CAUTION
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SCALE:
PROTECT SSMH 3
co
N X83 RIM EL= 118.84
$Q EST IE= 110.9
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.
1
t ADDENDUM 1 — ADDED SIDEWALK RAMP STOP B R s" _
xor nmi 1B8B
RECOMMENDED GULLY RESTORATION DWC 8Z23 )6 As Noted °d "°B1 ,:�. ,.� CITY OF 8/23/2 006
cam. Dwc .0 R E N TO N RENTON AVE S / S 3rd ST
FOR APPROVAL GL F, Dwc STORM SYSTEM OUTFALL RELOCATION
mac Na
BY DANIEL CAREY 8/23/0 6 Js DATUM Planning /Building /Public Works Dept. EROSION DITCH REPAIR 2
F NOT ONE NLTI
BY NO. REVISION BY DATE APPR
RJS 2 2 Cb�D 7,7 T, 1
RO -L 2 O�S IMP 1131.
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