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PROJ00296
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PROJ00296
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Last modified
11/19/2009 11:43:16 AM
Creation date
10/5/2006 11:48:05 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153418
Contractor Name
San Miguel Water Conservancy District
Water District
0
County
San Miguel
Bill Number
XB 99-999
Loan Projects - Doc Type
Contract Documents
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<br />TASK DESCRIPTION - Continued <br /> <br />11. East Paradox Topographic Mapping - A strip approximately 1,000 feet wide <br /> <br /> <br />along the proposed route of the East Paradox supply canal will be mapped <br /> <br /> <br />photogrammetrically at a scale of I" c 500' horizontally and with a 10 foot <br /> <br /> <br />contour interval vertically. <br /> <br />12. Obtain any Additional Required Field Information - For example, typical <br /> <br /> <br />cross-sections of ca&al routes at critical locations, major siphon <br /> <br /> <br />profiles, profiles alcng proposed dam axes. (Parts of this item will be <br /> <br /> <br />coordinated with geologic investigation). <br /> <br />13. Develop Project Plan cf Operation - Each sub-system should be considered as <br /> <br /> <br />a unit, but coordinated ~~th other units. Reservoirs will be operated over <br /> <br /> <br />a period including wet and dry years. Sizes of reservoirs and canals will <br /> <br /> <br />be adjusted to maximize use of water available but will not be over sized. <br /> <br /> <br />Probably several computer runs will be required to obtain a reasonable <br /> <br /> <br />configuration. <br /> <br />14. Determine Probable Maxinum Flood (PMF) and Spillway Design Flood for Each <br />Reservoir Site - Since most proposed sites are off major drainage basins <br />this determination will be relatively minor in scope for most cases. <br /> <br />15. Prepare Appraisal Level Engineering Designs for all Proj ect Features - A <br /> <br /> <br />plan, profile, maximUlt section and area-capacity curve will be shown for <br /> <br /> <br />-each reservoir; align~~nt, stationing, location of special structures (by <br /> <br /> <br />tabulation) and typical cross-sections will be shown for ditches and canals. <br /> <br />16. Prepare appraisal Level Cost Estimates - Costs will be determined on the <br /> <br /> <br />basis of a list of estimated quantities and corresponding unit prices. <br /> <br /> <br />Unit prices will be at the 1984 level and will be determined from recent <br /> <br />" <br /> <br /> <br />-9- <br />
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