Agenda - Parks and Recreation Commission - 01/12/1995

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F~b. ~, 1983 v. Class of 15edding for R.C. Pipe if other than standard. vi. Any structure carrying a 500 cubic feet per second or more design flood shall have the pertinent hy- draulic data for the design flood shown in the plans. vii. Due to maintenance considerations the mini- mum culvert size shall be 18 inch diameter. BIKEWAYS -45- II I is not a participating item. Larger bicycle path pi }ect~ should be constructed by the contract letdnq process. Force account aqreements require the approval and ~ig. nature of the csty or county engineer, the district state aid engineer and the Director, Office of State Aid (the as plans). Submit three signed copies. Force account agree. ments must be approved prior to construction to be etiq~ble for funding. viii. Indicate the direction of flow of all drainage with arrows. (This includes areas where there is natural drainage and areas where drainage structures are not required). j. Stationing of corporate limits of municipalities. k, Stationing of equations, exceptions and temporary connections. 1. All section comers, land ties, etc. m. Grading quantities in agreement with those on cro~s sections and statement of estimated quantities. n. Sources of selected material and locations of designated borrow pits and balances showing where selected material or borrow materials is to be placed. G. SUMMARY Plans for b/cycle routes and bicycle lanes can be quite brief. The geoqrapkic location of the project shall be portrayed on the title sheet. Show a plat or plan view clearly showing project route. Types and location of signs shall be shown. Types of ~qns shall be referenced to the applicable Standard Siqn Manual Sign Number. Striping location, Wpes, quantities and details, if applicable, shall be shown. A tabulation of estimate quantities shall be included in the plans. Plans for bicycle paths shall show the proposed ali~n- merit, grades, typical section and all other pertinent fea- tures. These items shall be in accordance with the bikeway engineerinq standards. 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. Th_is (jives a better picture of the.planned drainage and pro- rides an opportunity to check the structures for strength classifica dons. 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 I I I I I I I I I I I I I i I I I