Laserfiche WebLink
� • <br />after review and approval of a draft copy. COUNTY reserves the right to reject <br />the printing if it results in a loss of legibility in text, line work, lettering, <br />contours, or of ea:act scale at �0 percent reduction. <br />2.C.3. ENGINEER shall provide COUN11' with one set of the photocopy ready <br />original text and 22" x 34" plan and profile mylars making up the report. <br />2.C.4. ENGINEER shall utilize the mapping and hydrologic and hydraulic data <br />developed under Paragraph 2.A. Above to the fullest extent. <br />2.C.5. Hvdrologic studies shall be performed for the study reaches in sufficient <br />detail to determine the pealc rate and volume of runoff from ea.ch watershed and <br />sub-watershed in order to define flows in each rea.ch on a dependable hydrologic <br />basis for the 5-, 10- 2�-, and 100-year recurrence intervals. The hydrology <br />shall be based on "projected watershed conditions" as projected from the zoning <br />maps of LOCAL SPONSOR. The 5-, 10-, 2�-, and 100-year floods shall be <br />expressed in the form of flood hydrographs Hydrology calculations shall be <br />presented to COUNTY for approval. <br />2.C.6. Hydraulic calculations for the areas included in the study shall be <br />performed to define water surface profiles, floodplains, and floodways for the <br />10-, 2�- and 100-year frequencies and shall be presented to COUNTI' for <br />approval. These calculations shall be complete to the extent of attaining at the <br />least, the capacity and general condition of esisting conduits, bridges, reservoirs, <br />channels, channel levees, etc., but not including their structural integrity. <br />2. C.7. One copy of all pertinent calculations in support of the not required under <br />Item 2.B.9. shall be provided to COUNTI' in accordance with the instructions <br />and requirements of Item 2.B.9. <br />2.C.8. Computer diskettes, including all AutoCad files, and supporting text as <br />described in Section 2.B.10. shall be submitted for ca.lculations unless already <br />contained in the submittal under 2.B.10. � <br />2.C.9. ENGINEER shall compile and submit a photo album containing <br />photographs of the study reaches of the channels and floodplains to support the <br />roughness coefficients used for hvdraulic computations. All photographs shall <br />be mounted on three-ring binder backing and labeled as to locations (i.e., <br />Drainageway and stationing) and direction the camera is facing (i.e., upstream, <br />downstream, etc.). <br />3. DELIVERABLES <br />