1985-016 Council Ordinances - Laserfiche WebLink

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• • for and to determine the necessary thickness of the bituminous surface for the prepared streets. Subd. 6. frg.Rar. tion. Any proposed new street shall be stripped of all vegetation, trees and top soil within the street right-of-way and cut or filled to subgrade elevation unless the council specifically allows a variance to such requirement. 302.04 Sfrtefs_yeylr9_Less_Iben_Sfensiers_iflsltbs. In cases where any temporary or permanent street has a width less than 60 feet, the design and specifications for construction shall be considered as special. The city engineer shall design such street in such a way as he deems best for the contemplated use. The petitioner shall be required to enter into special agreements pertaining to the construction of these streets. 302.05 BarflAl_MIaIntQnanQe. After a street has been completed to a point where it can be used and after building permits have been issued for construction of buildings on property fronting on said streets, the street shall be placed on the routine maintenance list of the city. Snow plowing operations will be carried on in the winter time. Occupancy permits will not be issued until the binder course, as defined in Section 302.07, is in place. This shall not in any way constitute final acceptance by the city and such maintenance or partial acceptance of the council shall not have any effect upon agreements existing between the city and the owner for further improvements on such streets. 302.06 CQn,StrsaQfiQn_SgeQifigafiL05. The following specifications are general and will apply to each and every street hereafter constructed in the city. Definite and detailed specifications and plans shall be designed by the city engineer for each individual project based upon its own location and special features. The detailed specifications shall be in accordance with th i s general outline. 302.07 Dusting,._Bas2_10_13Ifymin4ia_SmrfAcs. Subd. 1. Resislential_Stree±5. The minimum standard for a new residential street or a residential street to be improved shall be as follows. Subd. 2. Base. A gravel base composed of 4" MnDOT Class 2 100% crushed compacted or 5" MnDOT Class 5 compacted shall be required. Any deviation from this standard will be allowed only as a function of R -Value for 7 ton design loading and 400 ADT. Subd. 3. BlfsaminQm;z_eayement. The bituminous pavement shall consist of 2" compacted thickness of binder course conforming to the requirements of MnDOT Specification 2331 and 1-1/2" compacted thickness of wearing course conforming to the requirements of MnDOT Specification 2341. The wearing course shall not be placed until 86% of the housing units in the development are substantially completed. Subd. 4. $$DIQQ.afing. Approximately two years after the placement of the wearing course mixture, the developer shall place a sealcoat consisting of a CRS emulsified asphalt conforming to MnDOT Specification 3151 at 0.35 gallons per square yard and FA -3 aggregate conforming to MnDOT Specification 3137 at 35 lbs. per square yard. -55-