My WebLink
|
Help
|
About
|
Sign Out
Home
01/11/18
Ramsey
>
Economic Development Authority
>
Full Agendas
>
2010's
>
2018
>
01/11/18
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/11/2022 4:12:29 PM
Creation date
1/16/2018 3:34:00 PM
Metadata
Fields
Template:
Full Agenda
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
152
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
After reviewing record drawings and ALTA surveys, it was found that there is no emergency overflow <br />(EOF) for the study area or for the proposed regional pond. Because of this, a back-to-back 100-year <br />storm event was modeled to determine the anticipated elevation water could reach if the outlet should <br />ever clog. <br />Cost estimates were not developed for the regional pond construction or private site storm sewer <br />conveyance. <br />Site Grading <br />Existing hydraulic modeling was refined, and detail added, to analyze storm water conditions for future <br />development scenarios. The regional pond elevation will be used to determine the minimum elevations <br />required for building pads in the area. <br />The results of the modeling indicate the regional pond could reach an elevation of 865.5 during a 100- <br />year back-to-back storm event. This should be considered a preliminary result at this time, as the actual <br />pond size and shape could be revised based upon other studies occurring at the City. <br />The Lower Rum River Watershed Management Organization requires the lowest building pad elevation <br />be a minimum of 1-foot above the high water level. Based on that requirement, the minimum building <br />elevation should be 866.5. <br />Figure 9 depicts the average existing lot elevations, the proposed minimum lot elevations required, and an <br />approximate fill volume required to raise each of the sites to the minimum elevation. Each site requires an <br />average of approximately 1 foot of fill to meet minimum elevations required. <br />A new City park, located directly adjacent to Center Street NW, is in the planning stages at the City. The <br />costs associated with importing fill for this parcel have been included in the alternate cost analysis section <br />of this report. <br />Street Lighting <br />The costs included for street lighting were derived from recent projects within the City of Ramsey and are <br />considered to be reasonable costs associated with providing street and pedestrian lighting along the <br />corridors. Costs include conduit, wiring and the actual light fixtures to be installed. The density of the <br />lighting fixtures is similar to the level provided along Riverdale Drive, east of Armstrong Boulevard. The <br />costs provided are considered conservative and may be reduced depending upon the types of <br />developments proposed and the density of lighting required. <br />Trails/Sidewalks <br />Trails were previously constructed along the center of the Ramsey Parkway median east of Center Street. <br />Cost estimates were prepared which include a 10-foot bituminous trail along the extension of Ramsey <br />Parkway to Zeolite Street. <br />A 10-foot concrete sidewalk is proposed along the west side of Center Street. All other roadways are <br />proposed to include a 6-foot concrete sidewalk on either side of the road segment. Figures 10-17 in the <br />Appendix show these layouts and typical sections. <br />Prepared by: Bolton & Menk, Inc. ADDITIONAL ANALYSIS <br />Center Street Area Analysis' R16.114929 Page 7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.