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FOUND 1-1/2" BRASS DISK W/PUNCH
IN 4"X4" MONUMENT CASE DN 0.72'
STA. 0+00
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SE 1/4 OF SECTION 9, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
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I E.= 36 6"SD
CB#2, TYPE I
RIM=�=�-372 •97
6'SD 370.464
NOTE:
EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE
APPR❑XIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND
H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND
UTILIITES PRI❑R TO C❑MMENCING C❑NSTRUCTI❑N. NO
FOUND 1/2" BRASS PIN REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
W/ PUNCH 5" ON RESP❑NSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER L❑CATI❑N,
CALL BEFORE YOU DIG;1-800-424-5555
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26' ACCESS EASEMENT W/ 20'
ASPHALT PAVED ROAD
STA. 1+23, 18' RT _
DRY —WELL PER DETAIL SHEET 4 (TYP.)
CB#1, TYPE I
R.:IM=3�$1 375•gQ
IE=3;/'2t. t�1, 6"SD =>-73.40
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INSTALL DRY —WELL PER
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DETAIL SHEET 4 EACH DRY —WELL -
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TO BE 90 CU, FT, OF GRAVEL PER
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1,000 CU, FT, OF ROOF SURFACE,
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W/IN DRY —WELL TO BE 5' DIAMETER
—
(nGRAVEL
AND 5' DEEP; TYPICAL ALL 4 LOTS.
SEE DETAIL SHEET 4 FOR L❑CATI❑N
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PAVEMENT SECTI❑N
PER DETAIL SHEET 4
END PAVEMENT SECTI❑N
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
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10/20/2008
SHEET
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