My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD08183
CWCB
>
Floodplain Documents
>
Backfile
>
7001-8000
>
FLOOD08183
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 7:13:52 PM
Creation date
10/5/2006 3:26:45 AM
Metadata
Fields
Template:
Floodplain Documents
County
Summit
Community
Breckenridge
Stream Name
Blue River
Basin
Colorado Mainstem
Title
Floodplain Information Breckenridge
Date
9/1/1974
Prepared For
Summit County
Prepared By
Leonard Rice Consulting Water Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
77
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).
Show annotations
View images
View plain text
<br />. <br /> <br />~ <br /> <br />~ <br /> <br />. <br />~ <br /> <br />~ <br /> <br />, <br />, <br />~ <br /> <br />~ <br />~ <br />I <br /> <br />f <br />" <br /> <br />, <br /> <br />~ <br />. <br /> <br />~ <br /> <br />~ <br /> <br />. <br />~ <br />~ <br /> <br />. <br /> <br />. <br /> <br />cover, another suitable illustration such as an artwork flood <br />scene or a small map of the drainage basin may be used. <br /> <br />g. Draft Report. - The engineer shall submit in duplicate a <br />draft of the report, including plates, for review by the contract- <br />ing authority. <br /> <br />h. Final Report. - The engineer shall submit 100 copies of <br />the final report. The report will be presented at a meeting to be <br />arranged by the Town of Breckenridge. <br /> <br />i. Technical Addendum. - The engineer shall submit 5 copies <br />of a technical addendum within 30 days following completion of the <br />rinal report. The addendum shall include the following items: <br /> <br />(1) Discussion of the basic data and methodology used <br />in the hydrologic and hydraulic analyses. <br /> <br />(2) Recommendation for sizing street and road crossings. <br />In the event the street and road crossings in the reach to be <br />delineated are undersized, a map depicting the IRF flood plain <br />reflecting the effect of the enlarged crossings shall be included. <br /> <br />(3) Recommended channel sections for various reaches <br />that would be stable and carry the IRF discharge. <br /> <br />7. Phasinq of Work. - The engineer shall perform the work in two <br />phases as set forth below: <br /> <br />a. Phase 1. - Phase 1 shall be performed in accordance with <br />this Appendix A and shall consist of the field investigations, <br />field surveys, hydrologic and hydraulic analyses, described in <br />paragraphs 6a through g. The original notes, field books, compu- <br />tations, sketches, and other basic data developed by the engineer <br />shall be made available for review by the contracting authority. <br /> <br />b. Phase 2. - Phase 2 shall be performed in accordance with <br />this Appendix A and shall consist of the remaining services and <br />materials required to complete the final flood plain report. <br /> <br />8. Time of Completion. - <br /> <br />a. Phase 1. - The Phase 1 portion of the contract shall be <br />effective upon receipt of notice to proceed and shall continue in <br />effect 90 calendar days thereafter. If extenuating circumstances <br />exist, the completion date may be extended by the contracting <br />authority. <br /> <br />-5- <br />
The URL can be used to link to this page
Your browser does not support the video tag.