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03 2020 Road Improvement Project Designs
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08-06-2019 Special City Council Meeting
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03 2020 Road Improvement Project Designs
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8/1/2019 12:31:01 PM
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WIDSETH <br /> M E M O SMITH <br /> , NOLTING <br /> Ii�Aine�d Ba�ir� <br /> Pequot Lakes 78041ndustnPOPBox2720 <br /> Rasmussen Road and South Washington Avenue Ba�Rer,MN 56425-2720 <br /> Typical Sections for Final Design 218.82s.51v p <br /> City Council Meeting,August 6,2019 218.829.2517 � <br /> Brainerd�wsn.us.com � <br /> WldsethSmkhNolting.com <br /> Rasmussen Road-East Siblev Street to South Rae <br /> 1. Study previously prepared <br /> a. Open House conducted as last task—a lot of input received <br /> b. Layout not updated <br /> 2. Beginning of the final design phase was approved last month <br /> 3. After reviewing Open House and other comments at that time,and discussing with Staff,we are proposing the <br /> following typical sections be used for final design: <br /> 4. First, improvements to underground utilities. <br /> 5. Sanitary sewer replacement from Main Street to Sibley Street as well as a crossing at Gravdahl <br /> 6. Water main replacement from North Rae to Sibley Street <br /> 7. "North" potential stormwater infiltration basin east of Water Treatment Plant <br /> 8. "South" potential stormwater infiltration basin on south side of Gravdahl adjacent to existing lift station (but will <br /> need to review overFlow route . . . and possibly more land) <br /> 9. Now,onto roadway/surface improvements. NOTE that these will most likely require formalizing R/W. <br /> 10. FYI-South of South Rae: 36 feet wide face-to-face curb and gutter(C&G) <br /> 11. South Rae to Gravdahl <br /> a. 2-11 feet wide bituminous (black)travel lanes <br /> b. Either B618 or 6624 C&G - 18" or 24"wide concrete (white)gutter(dependent on runoff spread) <br /> c. Total width face-to-face C&G =25 feet or 26 feet <br /> d. On west side, 6 feet wide grassed boulevard behind C&G and then a 10 feet or 12 feet wide bituminous path <br /> 12. Gravdahl to Woodman <br /> a. 2-11 feet wide bituminous(black)travel lanes <br /> b. Either 6618 or 6624 C&G -18"or 24"wide concrete (white)gutter(dependent on runoff spread) <br /> c. Total width face-to-face C&G = 25 feet or 26 feet <br /> d. On west side,6 feet wide grassed boulevard behind C&G and then a 10 feet or 12 feet wide bituminous path <br /> k���meerma ��ch�tectu�e Sur�e�m� E�n��runmental <br />
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