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' ; ' <br /> Feb. 8, 1983 BIKEWAYS �_ ' <br /> 7. For urban federal aid projects a FHWA approval f. Enouqh 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 /> larqe enough to clearly portray locations and types of <br /> a. Statement shall have separate quantity columns siqns and pavement markinqs may be adequate. Profile <br /> for parucipating and non-participatinq items. Where bike- qrades will usually not be required. ' <br /> way work is part of a reqular State Aid project, bikeway <br /> items shall have a separate quantity column. 2. For "Bicycle Lane" plans, plan view layouts and pro- <br /> file qrades will not be required where previously approved <br /> b. Numbers and wordinq 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 1^lhere Plan and Profiles are not on file, a complete plan <br /> (and pay item description tape maintained by Mn/DOT and proffle shall be included in the plans. <br /> central office, call Office of State Aid if any questions <br /> arise). 3. "Bicycle Trail" plans shall include the followinq: , <br /> c. Work shall be paid for under the appropriate a. All pertinent topoqraphy. <br /> item desiqnation, such as Common Excavation, Bituminous ' <br /> Material for Mixture, Wearing Course Mixture,etc. The use b. All existinq utilities, either aerial or underqround, <br /> of Lump Sum payment in lieu of the reqular items will Projects involvinq 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 concerninq railroads � <br /> notes. It is not permissible to provide equipment rental adjacent to or crossing the project, includinq distances <br /> items for emergencies. from hiqhway, stationing and anqles of intersection, qrades, <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 bridqes. (Bridqe <br /> notes, tabulation, sketch of detail, etc. number, type, lenqth and width curb to curb). ' <br /> f. On projects involvinq federal funds (except R.S. e. Indicate present and proposed riqht 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 findinq or unless at ments with conventional symbols and widths in feet. ' <br /> least 3 proprietory names are listed for each propnetory Permanent riqht of way shall be provided for all permanent <br /> item. structures. <br /> q. List of Standard Plates applicable to project, f. All horiaontal aliqnment shall be dimensioned to , <br /> including plates for standard barncades and current speci- adjacent street or hiqhways. All curves shall have horizon- <br /> fication references. <br /> tal curve data includinq superelevation. <br /> 3. Typical Sections of Bicycle Lane and Bicycle Trail 9• Profile qrades (contracted scale)showinq proposed ' <br /> projects shall show the followinq: qrades vertical curves and existinq qround line. <br /> a. Width, thickness and type of surfacinq and base h. Elevation tie to Sea Level Datum (U.S.C. & G.S.) , <br /> materials. <br /> i. Drainaqe Structures <br /> b. Exact point representinq profile grade. i. invert elevations (both inlet and outlet) for ' <br /> c. Recovery area as specified in the desiqn standards. cross culverts, cattle passes, sewers and subsurface drains. <br /> d. Topsoil material. u. Direction of F1ow. <br /> e. Rounded ditch bottoms and tops of backslopes �•�d�vel of structural plate culverts. <br /> on qradinq sections (except in rock cuts). iv. Class of RC Pipe and qage of inetal pipe if other <br /> than standard. ' <br />