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PRSR 10-12-1994
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PRSR 10-12-1994
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City Government
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PRSR
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10/12/1994
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Feb.8, 1983 BIKEWAYS -44. <br /> 7. For urban federal aid projects a FHWA approval f. Enough information on typical section so that the �. <br /> block must be provided. quantities of each type of construction can be accurately <br /> computed and constructed. <br /> C. ESTIMATED QUANTITIES AND TYPICAL SECTION <br /> sheet shall include: D.PLAN AND PROFILE SHEETS <br /> 1. Statement of Estimated Quantities 1. For "Bicycle Route" plans, a layout such as a plat <br /> large enough to clearly portray locations and types of <br /> a. Statement shall have separate quantity columns signs and pavement markings may be adequate. Profile <br /> for participating and non-participating items. Where bike- grades will usually not be required. <br /> way work is part of a regular State Aid project, bikeway <br /> items shall have a separate quantity column. 2. For "Bicycle Lane" plans, plan view layouts and pro- <br /> file grades will not be required where previously approved <br /> b. Numbers and wording of items shall be identical plans for these areas are on file in the State Aid Office. <br /> with those listed in the current Standard Specifications Where Plan and Profiles are not on file, a complete plan <br /> (and pay item description tape maintained by Mn/DOT and profile shall be included in the plans. <br /> central office, call Office of State Aid if any questions <br /> arise). "Bicycle Bicycle Trail plans shall include the following: <br /> c. Work shall be paid for under the appropriate a. All pertinent topography. <br /> item designation, such as Common Excavation, Bituminous <br /> Material for Mixture, Wearing Course Mixture,etc.The use b. All existing utilities, either aerial or underground. <br /> of Lump Sum payment in lieu of' the regular items will Projects involving Federal Aid funds shall include a "Public <br /> normally not be permitted. Utilities"chart if applicable. <br /> d. Equipment rental items explained by adequate c. All pertinent information concerning railroads <br /> notes. It is not permissible to provide equipment rental adjacent to or crossing the project, including distances • <br /> items for emergencies. from highway, stationing and angles of intersection,grades, <br /> track elevation,etc. <br /> e. All items listed in the Statement of Estimated <br /> Quantities must be referred to elsewhere in the plans by d. All perinent information on bridges. (Bridge <br /> notes, tabulation, sketch of detail, etc. number, type, length and width curb to curb). <br /> f. On projects involving federal funds (except R.S. e. Indicate present and proposed right of way with <br /> projects), no proprietory item references shall be made conventional symbols and widths in feet. Show slope ease- <br /> unless justified by a public interest finding or unless at ments with conventional symbols and widths in feet. <br /> least 3 proprietory names are listed for each proprietory Permanent right of way shall be provided for all permanent <br /> item. structures. <br /> g. List of Standard Plates applicable to project, f. All horizontal alignment shall be dimensioned to <br /> including plates for standard barricades and current sped- adjacent street or highways. All curves shall have horizon- <br /> tal curve data including superelevation. <br /> 3. Typical Sections of Bicycle Lane and Bicycle Trail g. Profile grades (contracted scale)showing proposed <br /> projects shall show the following: grades vertical curves and existing ground line. <br /> a. Width, thickness and type of surfacing and base h. Elevation tie to Sea Level Datum (U.S.C. & G.S.) <br /> materials. <br /> i. Drainage Structures <br /> b. Exact point representing profile grade. <br /> i. invert elevations (both inlet and outlet) for <br /> cross culverts, cattle passes, sewers and subsurface drains. <br /> c. Recovery area as specified in the design standards. <br /> d. Topsoil material. <br /> ii. Direction of Flow. • <br /> iii.End bevel of structural plate culverts. <br /> e. Rounded ditch bottoms and tops of backslopes <br /> on grading sections(except in rock cuts). iv. Class of RC Pipe and gage of metal pipe if other <br /> than standard. <br />
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