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2003-10-14_REVISION - M1992069 (3)
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2003-10-14_REVISION - M1992069 (3)
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Entry Properties
Last modified
6/16/2021 6:23:49 PM
Creation date
11/21/2007 3:18:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1992069
IBM Index Class Name
Revision
Doc Date
10/14/2003
Doc Name
Design Report
From
Applegate
To
DMG
Type & Sequence
TR5
Media Type
D
Archive
No
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~rnett <br />onsulting T <br />ngineers o <br />7uly 29, 2003 <br />Bert Leautoud, P.E. <br />john Briggs, P.E. <br />City of Greeley <br />1001 9"' Ave <br />Greeley, CO 80631 <br />P.O. Box 121 Cowdrry, CO 80434 <br />water -wastewater -drainage -roods <br />RE: NORTN EAGLEVIEW REGIONAL DRAINAGE -DESIGN REPORT <br />Gentlemen: <br />voice 970-i'23-4061 <br />fax 877-6846186 <br />wll 970.396-8666 <br />email: BurnettBGE~wl.wm <br />Attached is the Design report for this project. The report attempts to assemble in one file all the investigations, design, and <br />analysis compiled during the preparation of construction plans for the work. The report contains the following: <br />Xp-Swmm Model <br />Output file pages 1 - 38 <br />Output schematics of project model on 11" x 17" <br />Scenario #1 - 86 cfs irrigation, no storm runoff <br />#2 - 88 cfs irrigation, 100 year storm runoff <br />#3 - 173 cfs irrigation, no storm runoff <br />#4 - 173 cfs irrigation, 100 year storm rwaff <br />Summary for #3 and "F" St Concrete Box Culverts <br />Output file pages 1 - b <br />#3 CBC Discharge vs Open Width <br />Orifice calculations for opening width vs discharge <br />Graph of linear equation for orifice discharge vs. opening width <br />Segmental Retaining Wall <br />Wall design calculntions using RISI design software pgs 1 - 19 <br />Concrete Cellular Mattress <br />Armorflex design calculations using Armortec design software <br />6eotechnical Engineering Report <br />Terracon soils investigation report Project #21035051 <br />Construction Cost Estimate <br />Estimate of construction quantities and cost <br />Sincerely, <br />Thomas E. Burnett, P.E. <br />TEB/pro <br />
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