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2660 Eagan Woods Dr - Traffic Impact Analysis L E, wS Dr J4F p4ohl'~ Engineering Landscape Architecture • Planning . Surveying . Traffic l-N!C0R1'0hV1_ED Creating ex1raordinary \S414~ co m11'IEII'#1fi MEMORANDUM TO: Dave Hoeschen dave.hoeschen@holidaycompanies.com FROM: Katie Bruwelheide, EIT kbruwelheide@rlkinc.com Nicholas Erpelding, P.E., PTOE nerpelding@rlkinc.com DATE: July 11, 2007 RE: Traffic Impact Analysis Holiday Stationstore Buffet Way, Eagan, MN RLK Project No. 2007-2 Introduction Holiday Companies proposes to develop a Stationstore including 12 fueling positions with a 5,500 square foot convenience store to be a part of the proposed Manley Commercial Incorporated site, which includes an additional 4,600 square feet of retail land uses including a drive-thru coffee shop. The approximately 2.7-acre site, which includes both the gas station and retail land uses, is located in the southwest quadrant of the signalized Pilot Knob Road (Dakota County Road 31) and Buffet Way intersection. For the purposes of this study, it is anticipated that construction will be complete and facilities fully occupied by 2008. The proposed site is bounded on the east by Pilot Knob Road, on the west by Old County Buffet Headquarters and a vacant parcel zoned for office land use, on the north by Buffet Way and on the south by an existing small business. The site location is illustrated on Figure 1, Vicinity Map. Full access to the site is proposed through two locations; via an extension of Eagan Woods Drive on the west side of the site and on Buffet Way at approximately the mid block location between Eagan Woods Drive and Pilot Knob Road. It is noted that the proposed mid block site access is approximately 175 feet from the signalized Pilot Knob Road and Buffet Way intersection (measured from stop bar to center of access). The proposed layout and access locations of the site are detailed on Figure 2, Concept Site Plan. The purpose of this study is to evaluate the impact of traffic generated by the proposed development on the operations and safety of the adjacent roadway network. This study will firs summarize the existing conditions of the roadway network. Next, No-Build conditions for 2009, the design year chosen to correspond to the year after completion of the proposed site are evaluated. Finally, after establishing No- Build conditions, the Build scenario will be presented and compared to the No-Build conditions to determine impacts attributable to the proposed site. Recommendations regarding geometric and/or traffic control improvements to accommodate the additional traffic and improve safety are included. Offices Duluih - Horn Lake Hibbing - r.,innetor ko - Oal dol (952) 933-0972 • 6110 blue Circle Drive . Suile ➢CO • Minnetonka, MN 55343 • FAX i9521 933-1 153 Equal Cpportionl y Employer Dave Hoeschen July 11, 2007 Existing Traffic Conditions The existing traffic conditions of the nearby roadway system were documented by a field inventory conducted by RLK Incorporated on June 28th, 2007. The purpose of the inventory was to identify features that affect roadway capacity, including traffic control, lane designations, turn lane storage bay lengths, speed limits, etc. Manual turning movement counts were conducted by RLK Incorporated on Thursday, June 28', 2007 from 7:00-9:00 AM and 4:00-6:00 PM to document existing weekday AM and PM peak hour traffic volumes at the following intersections: ➢ Pilot Knob Road & Buffet Way ➢ Buffet Way & Eagan Woods Drive Review of the data indicates that the peak hour volumes generally occur during the following time periods: ➢ Weekday AM Peak Hour: 7:30 to 8:30 AM ➢ Weekday PM Peak Hour: 4:30 to 5:30 PM The 2007 Existing AM and PM peak hour traffic volumes for the study area intersections are illustrated on Figure 3. In addition to the site inventory and manual turning movement count, the existing signal timing data for the signalized intersection of Pilot Knob Road and Buffet Way was obtained from MnDOT. No-Build Traffic Conditions A. Background Growth Based on correspondence with the City of Eagan, background growth on all roadways in the study area is expected to occur at a 2.38% annual rate through 2009. B. Potential Other Development Through review of the City's Land Use Map and investigation of planned projects for the area surrounding the proposed site, the potential development of three sites assumed to use Buffet Way to gain access were incorporated into the No-Build traffic conditions. The first is the development of approximately 20,000 square feet of office space by Manley Commercial Incorporated directly to the west of the proposed site. The second is the development of approximately 110,000 square feet of office space by United Properties north of the site on the west side of Eagan Woods Drive. The third is the development of approximately 25,000 square feet of office space to the north of the existing Venture Bank Office Building on the east side of Eagan Woods Drive. The approximate location of these developments are illustrated on Figure 4, Potential Future Development. Figure 5 depicts the estimated 2009 peak hour traffic volumes under the No-Build scenario, taking into account the anticipated development and 2.38% annual growth in other background traffic. RLK Incorporated Page 2 of 14 Eagan Holiday Stationstore G:\Aoliday Companies\2007-279-W-Technical Data\TraffidReport\TrafFc Impact Study Memo.doc 2007-279-M Dave Hoeschen July 11, 2007 Build Traffic Conditions A. Site-Generated Traffic The volume of vehicle trips generated by the proposed Holiday Stationstore and retail development has been estimated for the weekday AM and PM peak hours using both the data and methodologies contained in the 7th Edition of Trip Generation, published by the Institute of Transportation Engineers (ITE), and Coffee Shop with a Drive-Thru data found in the Newsletter of the North Central Section of the Institute of Traffic Engineers (Volume 22, Number 4, Fall 2005), which details a trip generation study of Twin Cities metro area coffee shops. The estimated volume of site-generated trips for the proposed land uses is summarized in Table 1. Table 1 Trip Generation Estimates" Land Trips Generated: Land Use Use Size AM Peak PM Peak Weekday Code Enter Exit Enter Exit ADT Gas/Service 945 12 fueling w/Convenience positions 60 60 80 80 1,953 Specialty Retail 814 2,925 s.f. 1 1 3 4 130 Drive-Thru NCITE Coffee Shope Data 1,675 s.f. 110 110 28 29 1,383 Gross Totals 171 171 111 113 3,466 342 224 Shared Trip -0 -0 -22 -22 Reduction 3 -0 -44 -970 Pass-by/Diverted -92 -92 -41 -41 Trip Reduction' -184 -82 -749 Net Totals 79 158 79 48 98 50 1,747 1. Per the data and methodologies in Trip Generation. 7 Edition published by ITE. 2. Per NOTE data for coffee shops with a drive-thru. 3. Shared/Pass-by/Diverted trip calculations are based on the data and methodology in ITE's Trip Generation Handbook. 1' Edition. It is noted that these estimates include trip reductions for shared, pass-by and diverted trips. The shared trip reduction accounts for trips that are predicted to be shared between land uses within the site. The pass-by trip reduction accounts for trips that are attracted from traffic already using Buffet Way passing the site. These pass-by trips are accounted for in the turning movements at the proposed accesses as they enter and exit the site, but do not result in an increase in traffic on the Buffet Way or Pilot Knob Road. The diverted trip reduction accounts for trips that are attracted from traffic already on Pilot Knob Road but require a diversion from that roadway to Buffet Way to gain access to the site. Trips of this nature are assumed to return to their original course after visiting the development. Of the total number of pass- by/diverted trips, 5% were assumed as pass-by trips and 95% as diverted trips. B. Trip Distribution and Assignment The estimated site-generated traffic has been distributed to the roadway network based on existing traffic patterns and predicted future traffic patterns. The estimated distribution of and change in volume on study area roadways due to site-generated traffic expected as a result of the proposed development is illustrated on Figure 6, Trip Distribution and Assignment. It is noted that estimates of trip distribution for RLK Incorporated Page 3 of 14 Eagan Holiday Stationstore GAHoliday Compames\2007-279-M\ Technical Data\Traffi;\Report\Traflic Impact Study Memo.doc 2007-279-M Dave Hoeschen July 11, 2007 traffic entering at the mid block access location on Buffet Way and exiting at the Eagan Woods Drive intersection were favored to provide a conservative analysis of operations at the Buffet Way mid block access intersection. C. Build Traffic Volumes The site-generated traffic volumes added to the No-Build scenario traffic volumes result in the Build scenario traffic volumes, shown on Figure 7 for the 2009 design year. Intersection Operational Analysis A. Intersection Operational Analysis Description The operating conditions of transportation facilities, such as traffic signals and stop-controlled intersections, are evaluated using current standards contained in the 2000 Highway Capacity Manual (HCM), which are based on the relationship of the theoretical capacity of a facility to the actual traffic volumes on that facility. Various factors affect capacity, including travel speed, roadway geometry, grade, number and width of travel lanes, and intersection control. The procedures within the HCM describe operating conditions in terms of a Level of Service (LOS). Facilities are given letter designations from "A," representing the best operating conditions, to "F," representing the worst. Generally, Level of Service "D" represents the threshold for acceptable overall intersection operating conditions during a peak hour. The acceptable threshold for a particular movement at an intersection depends on both the priority assigned to that movement and its traffic volume. In general, the higher the priority and the higher the traffic volume, the more stringent the acceptable threshold will be. For example, the acceptable threshold for a high-priority/high-volume movement might be "C," while LOS "F" on a low-priority/low-volume movement might be appropriate. For side-street stop-controlled intersections, a key measure of operational effectiveness is the side-street LOS. Long delays and poor LOS can sometimes result on the side street, even if the overall intersection is functioning well. Again, depending on priority and traffic volume, the acceptable threshold for side- street LOS can range from "D" to "F." Also included in the results of the analysis are estimated 95 b percentile queues (the queue length expected to occur at most 5% of the time) reported from an average of five SimTraffic simulations. 95'h percentile queuing was investigated to determine if any safety or operational issues due to long queues at the access; intersections are foreseeable. B. Results of the 2009 No-Build Analysis This section contains the results of the intersection operational analyses for the 2009 No-Build conditions. Table 2 details the results of the 2009 No-Build Analysis: RLK Incorporated Page 4 of 14 Eagan Holiday Stationstore G\Holiday Compaiies\2007-279-M _Technical Data\Traffic\Keport\Traffic Impact Study Memo.doc 2007-279-M Dave Hoeschen July 11, 2007 Table 2 Results of Analysis for 2009 No-Build Conditions - Intersection Approach AM Peak Hour PM Peak Hour Z LOS Queuez LOS Queue EB A 8' A 56' Buffet Way & Eagan WB A (WBR) 59' (WBR) A (WBR) 49' (WBR) Woods Drive (Stop-Controlled) NB A 3' A 41' SB A 13' A 65' EB C (EBL/T) 42' (EBL/T) B (EBL/T) 140' (EBL/T) Pilot Knob Road & WB B (WBL/T) 84' (WBL/T) B (WBL/T) 152' (WBT/R) Buffet Way (Signalized) NB D (NBL) 248' (NBL) D (NBL) 54' (NBL) SB D (SBL) 292' (SBL) D (SBL) 126' (SBL) 1. Reported from Synchro per HCM methodology. The worst movement LOS per approach is reported. 2. Most critical observed 951s percentile queue by approach from an average of five SimTraffic simulations. As shown in Table 2, the results of analysis for the 2009 No-Build conditions, which includes an increase of existing traffic volumes by an annual growth rate and additional traffic from potential future office developments, indicate acceptable operations for the study area intersections. In particular, no individual movement is predicted to operated below LOS D and 95 h percentile queues for all studied intersections are adequate. To achieve these results signal timing split modification for the Pilot Knob Road and Buffet Way intersection are required for both the AM and PM peak hours. This required modification is minor and does not effect the cycle length or the signal coordination along Pilot Knob Road. C. Results of the 2009 Build Analysis This section contains the results of the intersection operational analyses for the 2009 Build conditions. Table 3 summarizes the results of the 2009 Build Analysis: Table 3 Results of Analysis for 2009 Build Conditions Intersection Approach AM Peak Hour PM Peak Hour LOS Queue2 LOS Queue 2 EB A 28' A 58' Buffet Way & Eagan WB A (WBT) 87' (WBR) A (WBT) 42' (WBR) Woods Drive (Stop-Controlled) NB A 44' A 43' SB A 30' A 66' Buffet Way and EB A (EBT/R) 19' (EBT/R) A (EBT/R) 24'(EBT/R) Holiday Access WB A (WBL/T) 39'(WBL/T) A (WBL/T) 57'()VBL/T) (Stop-Controlled) NB A (NBL) 70' A (NBR) 55' EB C (EBL/T) 117' (EBL/T) B (EBL/T) 157' (EBL/T) Pilot Knob Road & WB B (WBL/T) 88' (WBL/T) B (WBL/T) 155' (WBT/R) Buffet Way (Signalized) NB D (NBL) 272' (NBL) D (NBL) 91' (NBL) SB D (SBL) 296' (SBL) D (SBL) 130' (SBL) Results of the 2009 Build analysis indicate that the addition of site-generated traffic (including pass-by and diverted trips) does not degrade operations below acceptable thresholds. In particular, no individual RLK Incorporated Page 5 of 14 Eagan Holiday Stationstore CrAHoliday Companies\2007-279-M _Technical DataUra$1c\ReporATraffic Impact Study Memo.doc 2007-279-M Dave Hoeschen July 11, 2007 movement is predicted to operated below LOS D and 95`h percentile queues for all studied intersections do not result in upstream blockages. Similar to the No-Build scenario, the analyses includes optimized splits for the Pilot Knob Road and Buffet Way intersection for the AM' and PM peak hours. The proposed mid block access intersection is predicted to be operate without interference due to queuing of vehicles entering/exiting the site and queuing from the Pilot Knob Road and Buffet Way intersection. The 95`h percentile queue for the westbound left turn movement entering the site ranges from 39 feet in the AM peak hour and 57 feet in the PM peak hour. The eastbound queue at the signalized Pilot Knob Road and Buffet Way intersection, which ranges from 117 feet during the AM peak hour and 157 feet during the PM peak hour, is shown to completely clear during each signal cycle. The 95"' percentile length of 157 feet does not obstruct westbound turning movements into the site or northbound turning movements out of the site, as 175 feet of stacking space is available. No operational or safety problems are predicted due to the weaving of vehicles exiting the site onto eastbound Buffet Way to Northbound Pilot Knob Road. In particular, the eastbound through volumes on Buffet Way are low producing sufficient gaps in traffic to allow exiting vehicles to enter the flow. Through simulation of the roadway network using SimTraffic all vehicles exiting the site at the mid block access destined northbound on Pilot Knob Road were observed to have adequate space to weave without blocking eastbound Buffet Way or queuing back into the site. Summary and Suimestions The preceding analysis has evaluated the potential traffic impacts associated with the proposed Holiday Stationstore and accompanying retail development of the Manley Commercial Incorporated site on the operations of the study area intersections and proposed site accesses. The following details the results of the analysis: To arrive at the 2009 No-Build traffic conditions, two steps were taken. First, a 2.38% annual growth rate was applied to the existing 2007 traffic volumes and second, background traffic from I the development of office land uses from three surrounding parcels was included. It is noted that the annual growth rate was not applied to the background traffic predicted to be generated by the three office land uses. ➢ All study area intersections are predicted to operate acceptably with the 2009 No-Build traffic conditions. Changes in traffic volumes at the Pilot Knob Road and Buffet Way intersection will require optimized split lengths for the signal to achieve optimum efficiency. Since the cycle length of the signal timing plan remains unchanged, this adjustment is minor. ➢ With construction of the proposed site, two full accesses are proposed. The first is through an extension of Eagan Woods Drive on the west side of the site. The second is on Buffet Way at approximately the mid block location between Eagan Woods Drive and Pilot Knob Road. Approximately 175 feet of spacing between the eastbound stop bar of the signalized Pilot Knob Road / Buffet Way intersection and the mid block access is proposed. ➢ All study area intersections are predicted to operate acceptably with the 2009 Build conditions. Again, to achieve maximum efficiency the split lengths at the Pilot Knob Road and Buffet Way intersection should be optimized keeping the existing cycle length. ➢ In particular, operations of the mid block access intersection are predicted to be acceptable. The 95 percentile queues are not anticipated to impede operations or adversely effect safety. The RLK Incorporated Page 6 of 14 Eagan Holiday Stationstore G:\FIoliday Comparies\2007-279-M\ Technical Data\Traffic\Report\Tmffic Impact Study Memo.doc - - 2007-279-M Dave Hoeschen July 11, 2007, longest observed 956' percentile queue for the westbound left turn movement entering the site is 57 feet during the PM peak hour. The longest observed eastbound queue at the signalized Pilot Knob Road and Buffet Way intersection is 157 feet during the PM peak hour and does not obstruct westbound turning movements into the site or northbound turning movements out of the site, as 175 feet of stacking space is available. ➢ Through simulation of the roadway network using SimTraffic all vehicles exiting the site of the mid block access destined northbound on Pilot Knob Road were observed to have adequate space to weave without blocking eastbound Buffet Way or queuing back into the site. As a result, no operational or safety problems are predicted due to the weaving of vehicles exiting the site onto eastbound Buffet Way. Thank you for the opportunity to address your traffic engineering concerns. If you have any questions, please call Katie Bruwelheide or Nicholas Erpelding at 952-933-0972. RLK Incorporated Page 7 of 14 Eagan Holiday Stationstore G\Holiday Compmies\2007-279-M\ Technical Data\Traffw\Report\Traffic Lnpact Study Memo.doc 2007-279-ICI p 2007 RLK INC. LEGEND STUDY AREA INTERSECTIONS EXISTING STOP CONTROL c EXISTING SIGNAL CONTROL O z NORTHLAND DR. / 31 0 cn 0 o s O a 'E .Ll Q BUFFET Li WAY CORPORATE CENTER f N N SITE Op 0R PORATE CENTER 0 / 0 a 0 a 31 r AVALON AVE. 0 N r o O HIGHVIEW AVE. o w E ~ ~ w O J _ PROJECT LOCATION: / DAKOTA COUNTY 0 500 i; E CITY OF EAGAN SCALE' IN FEET a r Dd♦o~tth~ MN Figure # ~ EAGAN HOLIDAY STATIONSTORE PJ- K '1NN Ph 952 933 0972 Prot / F= ay 952 933 1153 ~Akinccoma VICINITY MAP 2007279M 6110 Blue Cirde Dave -Suite 100. Minnemnkq, MN 55343 o (n IL LL. + D Z Z V) N W w F to 'n Q ~j (V ° CV 04 1L fn n ~fri! ? 0 = (D rn C14 p 'N N Z J N r a Q o ° V) W 0 N ~ Ld LL. ED a 0 LL. w ZW U Q FZ ►Q- Z U) I J J a a aoFx wo Doc a ~ W 0 U) Z PILOT KNOB ROAD (COUNTY ROAD 31) ZZ Q 0 _j F- U) W ~Nib J U ® s 6 X: Z o J Z Co J y $ N W Wm ` 1A \o? Q iR w FD W U \Nm LL. W X >0 W WN d (n tat 00 oa W = a J L>~ pq + t W~ a U) w 00 o a ' a-j r a ZLLJ rc O M Q n J L►J 00 o = i N. _ e Jul 09, 2007 4:19pm G: Holiday Companies 2007-279-M -Technical Data Traffic Figures 02-Concept Site Plan.dwg © 2007 RLK INC. LEGEND AM PEAK HOUR VOLUMES XXX O PM PEAK HOUR VOLUMES XXX P~ EXISTING ROADWAY EXISTING LANES O EXISTING STOP CONTROL z NOR EXISTING SIGNAL CONTROL / 31 o m o W0 C-4 4 87 12 75 384 122 8 oon D v n 8 2 OLD. 0 d 30 147 O ° 106 8~ 89 5 01 3 ' N o Q 91 4 aoca~ D 0 kn \\w o BUFFET WAY CORPORATE CENTER SITE p~ v 0R PORATE CENTER 0 0 0 31 AVALON AVE. N O O W m HIGHVIEW AVE. z J n W ~ -5: Li F- Q 0 _ O W 0 m 0 500 J 0 SCALE IN FEET 0 M b" MN EAGAN HOLIDAY STATIONSTORE nGURE 3 0 MN N RL K > 952 933 933 PROJECT \.J ~Ak=eotn 2007 EXISTING TRAFFIC VOLUMES 2007279M t 6110 Blue Cirdc Drive • Snipe 100. Mi im MN 55343 . 75 © 2007 RIX INC. LEGEND FUTURE DEVELOPMENT (INCLUDED IN THE NO-BUILD CONDITIONS) (BOUNDARIES ARE APPROXIMATE) EXISTING EAGAN WOODS OFFICE BUILDING C o x -25,000 SF 110,000 SF OFFICE SPACE F. OFFICE SPACE (UNITED PROPERTIES) 3 `i s v ; G Q o A O o A m r O ~oj if y w EXISTING VENTURE a BANK 0 / 0 ° EXISTING OLD BUFFET WAY COUNTRY BUFFET HEADQUARTERS SITE N O O N N -20,'000 SF OFFICE SPACE O 0 200 o SCALE IN FEET 1 IMbMMN EAGAN HOLIDAY STATIONSTORE 4E # o RLK 1 N Phone 952 933 0972 Five 9M 9933 its J POTENTIAL FUTURE DEVELOPMENT- 200 2T7 sM 6110 Blue r;.ru. Dave.. Suite 100. bLmetonks, MN 55343 m 2007 RLK iNa LEGEND O~ AM PEAK HOUR VOLUMES XXX PLO PM PEAK HOUR VOLUMES XXX ROADWAY ry LANES O EXISTING STOP CONTROL z NOR EXISTING SIGNAL CONTROL / 31 OON 0 in ~ 266 43 a a n 128 8 79 402 ~oN ANN 27 5 0 NAM 8 2 d 31 154 O 3 113 8 °Oa 187 15 °T~ 0 0 8 7 0'o co a ccN Q 189 14 nCD m CD N z r1 LQ BUFFET WAY CORPORATE CENTER N N 3 SITE Q~ U 0R PORATE CENTER / 0 0 0 0 31 N AVE. AVALO O O Y HIGHVIEW AVE. a w E W O T o U J 0 500 E SCALE IN FEET O 0 N R(WRE # ~ EAGAN HOLIDAY STATIONSTORE 5 N RT K P h.= 952 952 9331 PROJECT ~J - 2009 NO BUILD TRAFFIC VOLUMES 2007279M -5, 6110 Bhre Citck Drive . Suite 100 Mnne=kaMN 55343 p 2007 RLK INC. LEGEND AM PEAK HOUR VOLUMES XXX PM PEAK HOUR VOLUMES XXX ~P EXISTING ROADWAY m PROPOSED ACCESS - - - ~ LANES f r° z NOR EXISTING STOP CONTROL 31 PROPOSED STOP CONTROL EXISTING SIGNAL CONTROL DISTRIBUTION PERCENTAGE XX% 000 0 0 0 0 0 ;9 5 27 67 59 0 o qA 19 63A 0) 2 0 Ioo°n k _ o k _2 0 ~t 0 0 000 -3 0 1 °r j'0 0 0 104 27 O 4) 0 0 0 0 Q 0 42 88 a -1 0 to 0v) y~ 0 0 000x° a 1 p i 8 ¢ i 46 74 t_~0 100 LLJ BUFFET WAY ` CORPORATE CENT [ SITE Eyj\\ CPO :EC ENTER 0 0 0 6 U 31 AVALON AVE: o 0 N r O O w m % H Q Q HIGHVIEW AVE. Y a w w Q c~ _ o w T w ~P m _0 Fy 0 500 SCALE; IN FEET .2- 0 N DuhukMN 0 MM 11am1a 6 III ,NN MN EAGAN HOLIDAY STATIONSTORE RGURE RLK N Phme 952 933 0972 Fax 952 9331153 PROJECT III TRIP DISTRIBUTION/ASSIGNMENT 2007279M 6110 Bhm C.iste Dave . Sviee 100 . M:....«_..t., MN 55343 2007 RLK iNa LEGEND Off. AM PEAK HOUR VOLUMES XXX ~O PM PEAK HOUR VOLUMES XXX EXISTING ROADWAY PROPOSED ACCESS - - - O EXISTING LANES z NOR EXISTING STOP CONTROL / 31 PROPOSED STOP CONTROL EXISTING SIGNAL CONTROL ,3-515 83 67 59 4YDI 404 99-1vrn 2 0_j o_ Q264 43 n0000n o N 124 8 (n 0 w 79 402 44- 131 32 O ! I N a n 8 2 0 0 O d 31 154 rn 112 8-H ° 1 3: ff 229 103 v i 8 7 2) rn y 1 ° ooh, ZQ i! 235 N 88 V) \ OQ ~0 N CD Lj BUFFET WAY\ CORPORATE CENTER I s SITE v 0R PORATE CENTER 0 0 0 6 U 31 AVALON AVE. N O I- O ~ HIGHVIEW AVE. Y T c° O O z o ; J °o c D 0 500 E SCALE IN FEET N O Dkdk MN N lMbin& hfmnmnK ~ EAGAN `HOLIDAY STATIONSTORE Fl 7 N RLK PF= 9529331153 PROJECT 2009 BUILD TRAFFIC VOLUMES 2007279M 6110 Blue Cirde Drive Suite 100. Afimew..k, MN 55343