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<br />. <br /> <br />. <br /> <br />. <br /> <br />Ordinance 640 <br />Page 3 <br /> <br />Subd. 1. PeIluahent-T)'pe Readbed SurfaGe. All tlehdle~ in ~tleet~ \'(lllidl ale dug EeA the <br />pmpese efinstalling utilities ~hall be backfilled in ene foet (1') compacted layeA~. On <br />~t!'et~ having a peuuanent-type !eadbed ~wfaGe, the tep foot shall be backfilled and <br />compacted \'(lith Clas~ 5 base matedal up te Ofiginalload surface glade, and the blacktop <br />wealing sUlface ~hall be leplaced. On stleets having a peAmanent-type lCadbcd sUlface, an <br />e~tilllate ef cost~ s11all be Genlputed by tile Mtlhkipality, ahd the applicant shaH po~t a cash <br />depesit of fifteen dellals ($15.00) pel squcue roet ef opening made fOf \'(lolk \'(lith the <br />:Munkipality, te be letwned te the applicant aft,,! inspectien and appleval by the <br />:Munkipality. <br /> <br />Subd. 2. Stleets \'(lithetlt Pelluaheht-Type Readbed Surface. All t!enche~ in streets \'(lhich ale <br />dug up for the installatien efutilities in stleets \'(litheut pelluancnt type !oadbed surface <br />shall be backfilled in one foot (1 ') cempacted layers. The top feet shall cen~ist of <br />compacted Clas~ 5 base matedal up te the OfiginallCad sUlfac, glade. The fee roA thi~ <br />~t!eet epenihg ~hall be ten dellals ($10.00). (1988 Cede ~44.04) <br /> <br />902.054: <br /> <br />nRIVEW A Y CONSTRUCTION: <br /> <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 /> <br />a. Excavation: The driveway or parking area shall be excavated to remove all black dirt <br />from the area to be surfaced. <br /> <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 />Inspector1. <br /> <br />Subd. 2. Concrete Construction: <br /> <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 /> <br />b. The driveway construction shall consist ofa minimum of four inches (4") of three <br />thousand five hundred (3,500) pound mix, four inch (4") slump with air. <br /> <br />Subd. 3. Asphalt Construction: <br /> <br />1 See Chapter 1302 of this Code for stOffil water management requirements. <br />