CCP 09-08-1997 - Laserfiche WebLink

Home Browse Search

, ,- West Round Lake Road is proposed to be reconstructed with a center median providing , left turn lanes between 14th Street and Highway 96 as shown on Exhibit 3. The portion of West Round Lake Road south of 14th Street is proposed to be constructed as a typical , 36 foot wide commercial-industrial section, also shown on Exhibit 3. The preliminary pavement design has been generated based upon the geotechnical , investigation completed as part of the Gateway Business District project. Based upon projected traffic volumes and an assumed R-value of 20, the pavement section will consist of 4 to 4-I/2-inches of bituminous, a I a-inch gravel base, and an 18-inch select , granular subcut with HDPE edge drains to remove subgrade moisture from the roadway. The proposed storm drainage improvements along West Round Lake Road, shown on , Exhibit 4, consist of instaIling approximately 3,700 linear feet of RCP storm sewer ranging in size from IS-inch to 27-inch, catch basins, and manholes, This proposed storm sewer will be extended from the storm sewer system proposed to be constructed as , a part of the Gateway Business District Improvements and will drain southward to the stormwater pond included in the Gateway Business District project. At the time of this study, the Gateway Business District Improvements project has not been awarded. ~. Zone 3 Improvements Zone 3 improvements consist of reconstructing Fairview Avenue and Valentine Court, rehabilitating Thom Drive, and seal coating Crystal A venue and DeIlview Avenue. .......- - Fairview Avenue ... The portion of Fairview Avenue to be reconstructed is between Gramise Road and - County Road F. Fairview Avenue had PCI ratings of 21 and 23 in 1995, '"' indicating structural failure. The street has extensive alligator 10ngitl1l'Iinal, and edge cracking. Existing storm sewer is located at County Road F and Crystal . Avenue. , - It is proposed to reconstruct Fairview Avenue to a 32-foot wide bituminous street with B618 concrete curb and gutter as shown on Exhibit 5. The proposed --. pavement section consists of 3.5 inches of bituminous. 8 inches of gravel base, - and a 12 inch select granular subcut with HDPE edge drains to provide for the drainage of the subgrade. A geotechnical investigation will be competed as part of the final design to verify these assumptions. Proposed storm drainage improvements consist of extending IS and 18 inch RCP --. storm sewer south from Crystal A venue to Gramise Road to facilitate the future - drainage of Gramise Road. The north part of Fairview Avenue will drain to the =-e County Road F stormsewer system with the installation of a catch basin at County Road F and Fairview Avenue being required. --... -wi FEAS,1lOO-870 6 800870j-0030 _.------- - --..- ..- _._~ _.~.~ - - _.---