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SEDIMENT TRAP PER
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AND DETAIL ON
SHEET GR -03 /
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PORTION OF N.W.
1/4 OF
THE S.W. 1/4 SEC. 23, TWN. 23 N., RGE. 5 E.
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- -0 - - -0 --
NGPE FENCE
= 47'
TOP LENGTH
= 62'
FILTER FABRIC FENCE
N
BOTTOM ELEVATION
'
OVERFLOW ELEVATION
= 108.0'
CONSTRUCTION ENTRANCE
= 109.0'
INTERCEPTOR DITCH W/ ROCK CHECK DAMS
\
CLEARING LIMITS
\
CUTOFF SWALE
®
PROPOSED SEDIMENT BARRIER TO BE
- -- -
USED ONCE CATCH BASIN IS INSTALLED
- -40,
EXISTING CONTOUR
1
PROPOSED CONTOUR
—
--
DAYLIGHT LINE
—
._
PATfO-
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RIDGE LINE
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CENTER LINE
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X30" HEIGHT BERM WITH 2:1 SIDE
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BLDG A
RETAIL
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FF= 111.37
(3) -6" STEPS
W /4' LANDING
0 2% MAX.
1105
107.4-
1101
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SCALE: 1" = 20'
20 10 0 20 40
CONTOUR INTERVAL = 2'
SEDIMENT TRAP
NO.
LEGEND
= 20'
�`
- -0 - - -0 --
NGPE FENCE
= 47'
TOP LENGTH
= 62'
FILTER FABRIC FENCE
N
BOTTOM ELEVATION
'
OVERFLOW ELEVATION
= 108.0'
CONSTRUCTION ENTRANCE
= 109.0'
INTERCEPTOR DITCH W/ ROCK CHECK DAMS
CLEARING LIMITS
\
CUTOFF SWALE
®
PROPOSED SEDIMENT BARRIER TO BE
- -- -
USED ONCE CATCH BASIN IS INSTALLED
- -40,
EXISTING CONTOUR
1
PROPOSED CONTOUR
—
--
DAYLIGHT LINE
—
._
PATfO-
R
RIDGE LINE
SEDIMENT TRAP
NO.
BOTTOM WIDTH
= 20'
BOTTOM LENGTH
= 35'
TOP WIDTH
= 47'
TOP LENGTH
= 62'
SIDE SLOPES
= 3:1
BOTTOM ELEVATION
= 104.5'
OVERFLOW ELEVATION
= 108.0'
TOP ELEVATION
= 109.0'
APPROXIMATE
EARTHWORK QUANTITIES
STRIPPING = 2,500 cu yds.
CUT = 10 cu yds.
CUT (VAULT) = 2,000 cu yds.
FILL = 7,800 cu yds.
TOTAL = 5,790 net cu yds. FILL
EARTHWORK QUANTITIES ARE FOR PERMIT
PURPOSES ONLY.
QUANTITIES ARE "NEAT LINE" ONLY. THE
QUANTITIES DO NOT ACCOUNT FOR ANY SHRINK
OR SWELL FACTORS. IT IS THE CONTRACTORS
RESPONSIBILITY TO CALCULATE THE EARTHWORK
VOLUMES FOR BID PURPOSES.
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date WZ-
Date
r%- OCo 7 l�-
REVISIONS
NO.
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JOB NO.:
1320 -005 -008
DWG. NAME:
OR-01
DESIGNED BY:
LGB
DRAWN BY:
JJH
CHECKED
BY:
DATE:
09 /06/2013
DATE OF
PRINT:
G R -01
7 OF 17 SHEETS