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A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E., W.M.
1 - 2--' 3 4 254 LF WALL
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PAD=289.30 \
PAD=283.00 PAD=282.00 \ \
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4 MAX. HEIGHT
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SCALE: 1 " = 40'
40 20 0 40 80
CONTOUR INTERVAL = 2'
EARTHWORK QUANTITIES
CUT 15,100 CYDS
FILL 3,700 CYDS
NET CUT 11,400 CYDS
\ SEE GEOTECHNICAL REPORT FOR STRIPPING
AREAS
\ SITE AREA 181 ,296 SF (4.16 AC.)
\ \ WORK AREA 200,542 SF (4.60 AC.
40 LF WALL
5' MAX. HEIGHT
N 1.13'07" E 7.27'
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PAD=255.40 \
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PAD=247.00 PAD=246.60
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REVISIONS
NO.
DESCRIPTION/DATE
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FIRST SUBMITTAL
03/27/2017
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JOB NO.:
1938-001-016
DWG. NAME:
PP -04
DESIGNED BY:
PDG
DRAWN BY:
DCL
CHECKED
BY:
DATE:
3/27/2017
DATE OF
PRINT:
PP
-04
4 OF 7 SHEETS