PRSR 10-12-1994 - Laserfiche WebLink

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Feb. 8, 1983 BIKEWAYS -45- v. Class of Bedding for R.C. Pipe if other than is not a participating item. Larger bicycle path pi jects standard, should be constructed by the contract letting prc,cess. Force account agreements require the approval and sig- vi. Any structure carrying a 500 cubic feet per nature of the city or county engineer, the district state second or more design flood shall Have the pertinent hy- aid engineer and the Director,Office of State Aid(the same draulic data for the design flood shown in the plans. as plans). Submit three signed copies. Force account agree- ments must be approved prior to construction to be eligible vii. Due to maintenance considerations the mini- for funding. mum culvert size shall be 18 inch diameter. G.SUMMARY viii. Indicate the direction of flow of all drainage with arrows. (This includes areas where there is natural Plans for bicycle routes and bicycle lanes can be quite drainage and areas where drainage structures are not brief. The geographic location of the project shall be required). portrayed on the title sheet. Show a plat or plan view clearly showing project route. Types and location of signs j. Stationing of corporate limits of municipalities, shall be shown. Types of signs shall be referenced to the applicable Standard Sign Manual Sign Number. Striping k. Stationing of equations,exceptions and temporary location, types, quantities and details, if applicable, shall connections, be shown. A tabulation of estimate quantities shall be included in the plans. 1. All section corners,land ties, etc. Plans for bicycle paths shall show the proposed align- m.Grading quantities in agreement with those on ment, grades, typical section and all other pertinent fea- cross sections and statement of estimated quantities. tures. These items shall be in accordance with the bikeway engineering standards. n. Sources of selected material and locations of designated borrow pits and balances showing where selected material or borrow materials is to be placed. o. All removal and construction items shall be shown as notes or in tabulation form. (Culverts, storm sewer, clearing and grubbing, sodding etc.). p. All construction items not covered by Mn/DOT Standard Plates shall be detailed on appropriate plan sheets. q. A scale which will not require crowding of topo- graphy and notes. r. A "North" arrow on each plan and profile sheet. E. CROSS-SECTION sheets are required for `Bicycle Trail"projects as follows: 1. Cross culverts, cattle passes and subsurface drains. This gives a better picture of the planned drainage and pro- vides an opportunity to check the structures for strength classifications. 2. Side slope ratios and recovery area width. ` F. FORCE ACCOUNT AGREEMENT PROJECT Smaller projects can be processed as Force Account Agreement projects (see forms in State Aid Manual). This eliminates the contract letting procedures. The paragraph referring to Preliminary Engineering shall be deleted as this •