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Date Printed: 12/2/2011 <br />WSB Filename: K:\01973-010\Cad\Exhibits\Feasibility Report\fig-02 Project Layout.dgn <br />WSB <br />& Associates, Inc. <br />MN1S13J 2d <br />AP DEVELOPMENT CORP <br />14816 ARMSTRONG BLVD NW <br />-' s <br />NATIONAL GROWTH LLC <br />NO ADDRESS ASSIGNED <br />NATIONAL GROWTH LLC <br />NO ADDRESS ASSIGNED <br />VAR 0,5 PAINTED MEDIAN <br />BEGIN CONSTRUC <br />147TH AVE NW EB <br />STA 11+D8.52 <br />_... ]�—... . <br />] EX 20' Ti IRU�lNdE <br />Exz''6�TI I0U [eti'd <br />JAMES M STANTON <br />8050 147TH AVE NW <br />' 147TH AVE <br />VAR 6,16' CONC MEDIAN <br />R=500' <br />A=6.33.06" R <br />CURVE <br />R=350' <br />4 =14 16'S4" R <br />e=NC <br />PETER CHALICH <br />8049 146TH AVE NW <br />4, ARMSTRONG BLVD SB—\\\ <br />• <br />i <br />END CONSTRUCTION <br />ARMSTRONG BLVD SB <br />STA 115+91.91 <br />ARMSTRONG BLVD , <br />EX <br />DESIGN <br />2009 ADT = 11,900 <br />SPEED <br />SPEED <br />2030 ADT = 24,700 <br />55 <br />40 <br />2030 HC ADT = 1,556 <br />MPH <br />MPH <br />B624 C&G <br />ARNIE R BILLMARK <br />14700 ARMSTRONG BLVD NW <br />R910. <br />"YB <br />147TH AVE NW EB <br />R=500' <br />=7 15'41" L <br />e=NC <br />R=33.25' <br />R=78.76' — <br />13RTL (210') 1� <br />B618 C&G <br />END CONSTRUCTION <br />147TH AVE NW EB <br />STA 15+D0.37 � + <br />R=40. <br />NORDVIK INDUSTRIES B624 C&G <br />NDS PROPERTIES LLC <br />8020 147TH AVE NW 8' SHLD <br />C ARMSI RONG BLVD SB <br />Legend <br />Q Roadway - Permanent <br />0 Roadway - Temporary <br />0 Bridge, Walls <br />Q Shoulders (Paved) - Permanent <br />0 Shoulders (Paved) - Temporary <br />Median <br />0 Sidewalk <br />0 Constructed Under Separate Project <br />Future Roadway <br />® Road Removal/Closure <br />Construction Limits <br />Ex ROW <br />Prop ROW <br />• Proposed Signal <br />• Existing Signal <br />.}•— Overhead Power <br />Overheead Communications <br />146TH AVE NW <br />20' EX THRU LANE <br />20' EX THRU LANE <br />WISER CHOICE LIQUOR <br />M & W HOLDING COMPANY LLC <br />14590 ARMSTRONG B/D.I. <br />R=667' <br />A=9.22'59" R <br />e=NC <br />�4P <br />CURVE <br />R=667' <br />A=9.22'59" L <br />e=NC <br />VAR <br />d, ARMSTRONG BLVD NB <br />B624 C&G ,� I <br />8' SHLD <br />SUNWOOD DR WB <br />R=40' <br />BEGIN CONSTRUC <br />SUN WOOD DR WB <br />STA 20+00.00 <br />12' jI IRU LANE <br />i12' LTL <br />13' LTL <br />17' THRULANE <br />;THR,LANE <br />• D0' B618C&GBEGIN CONSTRUCTION SUNWOOD DRR=4S i18 DR EBB62STA 20+OD.00 <br />i ARMSTRONG BLVD NB <br />CURVE <br />R400' <br />AR =1.36'S7" L <br />e=NC <br />0 <br />J <br />U <br />10' EX SHLD <br />12' EX RTL <br />12' EX LT/THRU LANE <br />20' EX THRU <br />10' EX SHLD <br />R=4000' <br />=1 36'56" R <br />NC <br />J JI S A 1'MS04+8TRO <br />ARMSTRONG <br />SUNWOOD DR , <br />EX <br />DESIGN <br />2009 ADT = 5,300 <br />SPEED <br />SPEED <br />2030 ADT = 5,600 <br />30 <br />30 <br />2030 HC ADT = 252 <br />MPH <br />l <br />MPH <br />J <br />PRELIMINARY <br />SUBJECT TO CHANGE <br />12/2/2011 <br />ARMSTRONG BLVD , <br />EX <br />DESIGN <br />2009 ADT = 6,910 <br />SPEED <br />SPEED <br />2030 ADT = 30,000 <br />55 <br />40 <br />2030 HC ADT = 1,890 <br />MPH <br />MPH <br />0' 100' <br />C�Ty <br />�QgpaR Rom. \ <br />Fssgss c�Fo <br />SOPHIA-RAMSEY LLC <br />7912 SUNWOOD DR NW <br />SOPHIA-RAM'T� LLC -. <br />7900 SUNWOCSD DR N, <br />CITY OF RAMSEY HRA <br />NO ADDRESS ASSIGNED <br />City of <br />RAMSEY <br />Armstrong Blvd at Sunwood Drive <br />City of Ramsey, Minnesota <br />Project Layout <br />Figure 2 <br />