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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />C. Final submittal of plans and specifications. (PRELIMINARY REVIEW) <br />n/a 1. Three complete sets of blue/black line prints. <br />n/a 2. r1inimum of four cOr.1plete sets of technical specifications. <br /> <br />a. At 1 east one copy must have ori gi na 1 si gnatures and <br />seal on the certification page. <br /> <br />b. Three sets will be retained by the State Engineer. <br />The remaining copies will be retained by the State <br />Engineer. <br /> <br />n/a 3. The original qylar cover sheet with original signatures and <br />a rubber star.1ped engineer's seal. <br /> <br />a. If the engineer \~ishes to permanently keep the <br />original mylar, a high quality, reproducible mylar <br />cover sheet \"ith original signatures and seal, must <br />also be submitted. <br /> <br />b. All mylar cover sheets will be returned for future use <br />with the "AS-BUILT" mylar draHings. <br /> <br />II. HYDROLOGY AND HYDROLOGIC DAl1 BREAK ANALYSIS <br /> <br />A. The <br />Gl <br />FDR-24 <br />FDR-24 <br />FDR-24 <br />FDR-24 <br />FoR-25 <br /> <br />hydrology portion of the report should contain the follo\ling: <br />1. Topo map of drainage area. <br /> <br />2. Drainage area in acres and square miles. <br /> <br />3. Raise in basin along the longest water course. <br /> <br />4. Length of longest water course. <br /> <br />5. t1ethod and computati ons for detemi ni ng the tir.1e of <br />concentration. <br /> <br />6. Description of basin hydrologic conditions and soil <br />conditions. <br /> <br />FDR-24 7. References and methods used to deterr.1i ne design <br /> precipitation. <br />FDR-24,25 8. References and methods used to determi ne the unit <br /> hydrograph. <br /> <br />FDR-24,25 9. <br />Ap. D <br /> <br />Computations of the general (areal) and thunderstorm <br />hydrographs as applicable. <br /> <br />51-52 <br /> <br />10. Sketch of proposed spill~/ay showing elevations dir.1ensions, <br />slope of spillway chute. <br /> <br />21 34H/2 <br />