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January 4,2005 Page 2 <br /> Proposal for CSAH 11 Consulting Services <br /> City of Pequot Lakes <br /> 2. Retrieve the property parcel maps in this area obtained for the 1999 Water System Improvements <br /> project. <br /> This task does not include locating property corners in the field. <br /> We are relying on the City to provide us with any updates to parcel/property lines as well as <br /> providing the names of the property owners. <br /> L <br /> 3. Overlay the topographic mapping and the parcel map onto one baselMap <br /> 4. La out two horizontal alignments alternatives that, together wl� #ypical section and design <br /> Y 9 9 <br /> speed, meet State Aid Standards. r � . <br /> d� <br /> The first alignment will use an urban 30-mph type sectt" �anwill start intersection of East <br /> Woodman Street and TH 371, proceed east along Rest Woodman Street t 371, continue <br /> east to Gravdahl Drive,then curve left to the nor -ast(missing about a 20-f "°F eep hole), and <br /> curve right to match back into CSAH 11. See 0 tkached 11",x 17" `computer r this <br /> alignment alternative. <br /> The second alignment will use an urban 30-mph type s ` " for its western portion and a rural <br /> 55-mph type section for its eastern ' ion. It too will sta intersection of East Woodman <br /> Street and TH 371, proceed east al o t Woodman Stre Id 371, and continue east to <br /> Gravdahl Drive.At this point, it will co rly for about . some'hilly' terrain <br /> and connect into the old CSAH 11 road ' d. int,the old H 11 roadbed would be <br /> reconstructed as it curves left and contin s to th St an hen curves right to match back <br /> into the existing CSAH 11 'ust southeasth fire <br /> 5. Identify a typical _ et se ' <br /> This study does\ lude cinting traffic or ping a traffic study. <br /> We will [affic cou his from the County or MnDOT. <br /> g with the counts swing are some of the items that will need to be considered in <br /> ecting a typica n: <br /> + wth in this are a°*' Jhe C hty. <br /> + CT's projectior`�of traffic from the TH 371 project. <br /> • Thaw ire (hopeful I to control accesses so that, as much as possible,traffic flow will be <br /> maxi ri and coribestion will be minimized on this new segment. <br /> • Design (pcumed to be an urban 30-mph). <br /> • State Aid rds. <br /> _dy <br /> In reviewing what we know about the above, we believe that the urban roadway section will end <br /> up being no less than a 5-lane curb and guttered street(one center left turn lane, two thru lanes, <br /> two thru-right turn lanes, and no parking lanes). <br /> For the rural roadway section,we anticipate possibly a center left turn lane in some locations, two <br /> thru lanes, and two paved shoulders on the order of 10-feet wide to allow multi-uses (bicycling for <br /> example). <br /> MAProposals\2005 Proposals\Pequot Lakes CSAH 11 Consulting.doc <br />