HomeMy WebLinkAboutDrainage Design Report
DRAINAGE DESIGN REPORT
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KIPP BROTHERS
For project located at
9760 Mayflower Park Drive
Lot G at Mayflower Park
CARMEL, INDIANA
Prepared for:
RUNNEBOHM CONSTRUCTION, INC.
144 EAST RAMPART STREET
. SHELBYVILLE, INDIANA 46176
Prepared by:
Paul I. Cripe, Inc.
7172 Graham Road
Indianapolis, Indiana 46250
(317) 842-6777
Certified By:
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= PE19500055 i
\1 STATE OF tEl
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STORM DRAINAGE REPORT
Lot G at Mayflower Park
9760 Mayflower Park Drive
Carmel, IN
Site Description:
The project is located at 9760 Mayflower Park Drive, in Hamilton County,
Indiana. The project site contains approximately 7.736 acres and is zoned 11.
Proposed Improvements:
The proposed improvements consist of a 99,440 square foot warehouse facility,
parking lot with 55 spaces and access drive and a truck loading dock with drive.
Drainage Summary:
Currently, the lot is entirely covered with grass, and tree lined along the Western
boundary. The site is relatively flat. Storm runoff sheet flows to a swale to the
west and then to the south to the existing detention pond near the southwest
comer of the intersection of 96th street and Mayflower Park Drive. A portion of the
site sheet flows easterly to a drainage swale that carries the major drainage
watershed of the Development Park that lies on the east side of Mayflower Park
Drive to the same detention pond. The proposed improvements encroach within
the eastern drainage swale and will require an enclosed system to continue to
convey the drainage to the detention pond.
The existing drainage pond has been sized to handle the proposed development
as advised by Mr. Steve Cash of the Hamilton County Surveyors, Office thus no
detention will be required on this site.
To continue the watershed conveyance along the east swale a 5x2 box culvert is
proposed beneath the proposed access drives and truck drive area. There is a
36" RCP North of the project site contributing to the drainage watershed that
passes through the site. Also, there is a 24 inch RCP that conveys drainage to
the existing swale from the east side of Mayflower Park Drive. The 5x2 box
culvert has been used to continue the conveyance and has been sized to equate
the areas of the 36 inch and 24 inch RCP's that contribute to the watershed
along the site. Two 18 inch pipes will connect to the 5x2 box culvert to continue
the flow from the existing 24 inch RCP crossing beneath Mayflower Park Drive.
The contributing drainage from the site to the swale along the east boundary of
the site primarily consists of the parking and access drives and front yards. The
remainder of the site including the building roof area has been directed to the
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westerly swale. Roof drains will be collected in an enclosed system and
conveyed to a single outlet point near the southwesterly corner of the property.
Pipe calculations and exhibits for the proposed project are included in this report.
Storm Sewer Design Sheet - Rational Method
Prepared By: Paul I. Cripe, Inc.
Date:
PROJECT No.
PROJECT NAME:
8/15/00
970329-10100
KlPP BROTHERS - MAYFLOWER PARK
Post-Developed - Design
Station / Municipality
Indianapolis, IN PIPE DESIGN
10 Yr Storm RCP n= 0.012 MIN. Velocity (Ips) = 2.50
INTEN. Q=CIA PIPE 0.9998 MAX. Velocity (Ips) = 10.00 FULL
"I" ers SIZE Flow depth Slope . Q V % V-fuD
In In % ell) FULL Ii
Str.
No.
701
TC:
UIS INV.
!iHUHHHim imHHnHH~ ~H))H)i( HHHHHi ~imHHHW ??HHHi HmUH1) !HHHHH IE:
4.77 884.75
Elev.
DIS INY.
884.75
884.33
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;:::::::;:;:;:;:;:;:::;:::::::::::::-:::-::::::::::::::;
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Culvert, Channel and Gutter Flow
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Prepared By: Paul I. Cripe, Inc.
Date: 8/15/00
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PROJECT No.
970329-20100
PROJECT DESCRIPTION:
K1PP BROTHERS - MAYFLOWER PARK
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BOX CULVERT Box Size Area Wp R (cone) n= 0.013 Q REMARKS DRAIN
Location horiz. I vert. (sft) (ft) SLOPE I VEL. I LGTH TIME
Sl!I!ment (ft) (ft) % (fps) (ft) (ds) VIS I DIS (mln)
I 5.00 I 2.00 I 10.00 I 9.00 I 1.11 I 0.18% I 5.20 I 265.00 I 52.03 I 884.33 I 883.86 I 0.85
I 5.00 I 2.00 I 10.00 I 9.00 I 1.11 I 0.44% I 8.13 I 45.00 81.34 I 883.37 I 883.17 I 0.09
:::: ~:: n:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;:::::;:::::::;:;:::;:::::::::::::::::: :::::::;::::::::::: ~:::::::::::::::::::;::::: ~: i:::::::::;::::::: ~:::::::::::::::::::::::::::::::::::::::::::::::
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?ao!' 0fns
CIRCULAR PIPE Roof inches gpm PIPE n= 0.013 Pipe, V Q Q
Description Area per hr SIZE SLOPE Length Length full full full
I (sf) (in) % (ft) (ft) (fps) (cfs) (gpm)
Location: BOCA
North to South 32836 3.10 1060.34 12.00 0.44% 149.26 149 3.01 2.36 1060.34
59536 3.10 1922.53 15.00 0.44% 270.62 121 3.49 4.28 1922.53
96813 3.10 3126.24 18.00 0.44% 440.06 169 3.94 6.97 3126.24
117440 3.10 3792.35 18.00 0.44% 533.82 94 3.94 6.97 3126.24
534
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