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Ordinance 640 <br /> Page 3 <br /> • <br /> ... . — 'V .: . . . . : -. <br /> .. ..- - . - , . - - - . . .: - 1 . . .. . .: . . - <br /> streets having a permanent-type roadbed surface, the tup foot shall be backfilled and <br /> • <br /> wearing surfacc shall be replaced. On streets having a permanent-type roadbed surfacc, an <br /> . 011 - - , . . .. . . ' ' , 1 .: ., . : . . : .. <br /> .. . . . . - i .:: . V IPs .. . .. . 1 . ••I - ''' -. <br /> • <br /> •_ . ,-°.: •, . . - . - t . 400 . . - - . - - . . . . 00 . •. 0 , - <br /> Municipality. <br /> ' <br /> 1 .,1 . . . - - . . . . - - - .. .. . . - , 0 - .:. . . . <br /> P O. t . .. . .: - - . . - - . . .. <br /> street ()poling shall be ten dollars ($10.00). (1988 Code §44.04) <br /> 902.053: DRIVEWAY CONSTRUCTION: <br /> Subd. 1. General Construction: The following procedure and specifications shall be required for <br /> all driveway construction from streets to private garages, and parking areas attached <br /> thereto: <br /> a. Excavation: The driveway or parking area shall be excavated to remove all black dirt <br /> from the area to be surfaced. <br /> b. Drainage Provisions: The driveway or parking area shall be constructed so as to <br /> provide drainage from the garage to the street unless a variance is granted by the Building <br /> Inspector'. <br /> Subd. 2. Concrete Construction: <br /> a. After initial excavation, the driveway shall be backfilled with Class 4 base material, <br /> compacted in place, to an elevation four inches (4")below the finished surface grade of <br /> the driveway. <br /> b. The driveway construction shall consist of a minimum of four inches (4") of three <br /> thousand five hundred (3,500) pound mix, four inch(4") slump with air. <br /> Subd. 3. Asphalt Construction: <br /> 1 See Chapter 1302 of this Code for storm water management requirements. <br />