HomeMy WebLinkAbout37_SU3.03-SITE UTILITY DETAILSNOT TO SCALE
12" MIN.18" MIN.3:1 M
A
X
.
3:1 MAX
.
TOP OF BANK
TYPICAL SWALE CROSS SECTION
BOTTOM OF SWALE AT
1.0% MIN. SLOPE
BOTTOM OF DRY BASIN ELEVATION VARIES.
24" OUTLET PIPE INVERT = 771.47
4:1
M
A
X
.
PROPOSED EAST DRY BASIN - TYPICAL CROSS SECTION
WIDTH VARIES
BOTTOM SLOPE 1.0% MIN.
EXISTING GRADE
4:1 MA
X
.
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
10 YR. STAGE ELEV. = 774.85
100 YR. STAGE ELEV. = 776.52
EXISTING TOP OF BANK = 779.25
BOTTOM OF DRY BASIN ELEVATION VARIES.
15" OUTLET PIPE INVERT = 774.24
EXISTING WEST DRY BASIN - TYPICAL CROSS SECTION
WIDTH VARIES
BOTTOM SLOPE 1.0% MIN.
EXISTING GRADE
EXISTING GRADE
10 YR. STAGE ELEV. = 777.13
100 YR. STAGE ELEV. = 779.14
EXISTING TOP OF BANK = 779.25
SU3.03
SITE UTILITY DETAILS
ARCHITECT
Carmel Clay Schools
CONSULTANT
Construction Documents
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FIELD IMPROVEMENTS
PROJECT NUMBER: 220127.00
PROJECT ISSUE DATE: May 12, 2021
DRAWN BY: HHW
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REV.
NO. DESCRIPTION DATE
08/19/21