Loading...
HomeMy WebLinkAbout08 - Traffic Impact Study - CVS Pharmacy TRAFFIC IMPACT STUDY FOR CVS/PHARMACY BOZEMAN, MONTANA August 2008 Prepared For: CVS/pharmacy c/o The Velmeir Companies 5757 West Maple Road,Suite 800 West Bloomfield,MI 48322-2277 ,r zr MORRISON 01!� MMERLEINC, E An Employee-Owned Company Prepared By: Morrison-Maierle,Inc. 2880 Technology Boulevard West Bozeman,MT 59718 Phone: (406) 587-0721 Fax: (406) 922-6702 MMI Project No. 4571.001.06.010.0310 TABLE OF CONTENTS PURPOSE OF REPORT AND STUDY OBJECTIVES.............................. 'I PROPOSED DEVELOPMENT........................................................................ 1 Location......................................................................................................................1 LandUse and Intensity..............................................................................................1 SiteAccess...................................................................................................................2 Zoning.........................................................................................................................4 Parking........................................................................................................................5 . DevelopmentHorizon................................................................................................5 EXISTING AREA CONDITIONS.....................................................................6 StudyArea...................................................................................................................6 StudyArea Land Use ..................................................................................................6 SiteAccessibility.........................................................................................................6 AreaRoadway System....................................................................................................................:6 TrafficVolumes.................................................................................................................................8 TransitService...................................................................................................................................8 Pedestriansand Bicyclists..............................................................................................................10 PROJECTEDTRAFFIC.............................................................................. 10 SiteTraffic................................................................................................................. 10 TripGeneration...............................................................................................................................10 TripDistribution.............................................................................................................................11 ModalSplit.......................................................................................................................................12 TripAssignment..............................................................................................................................13 ExistingLand Use Traffic........................................................................................ 13 ThroughTraffic ........................................................................................................ 15 Methodof Projection.....................................................................................................................15 EstimatedVolumes.........................................................................................................................15 TotalTraffic.............................................................................................................. 15 TRANSPORTATION ANALYSIS.................................................................. 18 Capacity and Level of Service................................................................................... 18 ExistingConditions........................................................................................................................18 BackgroundConditions.................................................................................................................18 TotalTraffic.....................................................................................................................................18 SiteAccess................................................................................................................. 19 Drive-Through Service..............................................................................................22 IMPROVEMENT ANALYSIS ....................................................................... 22 Improvements to Accommodate Existing Traffic....................................................22 Improvements to Accommodate Background Traffic.............................................23 Additional Improvements to Accommodate Site Traffic.........................................24 i FINDINGS ................................................................................................ 24 CONCLUSIONS AND RECOMMENDATIONS .............................................. 25 SiteAccess.................................................................................................................25 Off-Site Improvements ...:.........................................................................................25 ExistingConditions........................................................................................................................25 Non-Site and Total Traffic Conditions.......................................................................................26 REFERENCES .......................................................................................... 27 APPENDIX A --TRAFFIC VOLUME DATA APPENDIX B —TRIP GENERATION DATA APPENDIX C — CAPACITY AND LEVEL OF SERVICE ANALYSES: EXISTING CONDITIONS APPENDIX D — CAPACITY AND LEVEL OF SERVICE ANALYSES: ESTIMATED 2012 NON-SITE TRAFFIC APPENDIX E -- CAPACITY AND LEVEL OF SERVICE ANALYSES: ESTIMATED 2012 TOTAL TRAFFIC APPENDIX F" — IMPROVEMENT ANALYSES: EXISTING CONDITIONS APPENDIX G -- IMPROVEMENT ANALYSES: ESTIMATED 2012 BACKGROUND CONDITIONS APPENDIX H — IMPROVEMENT ANALYSES: ESTIMATED 2012 TOTAL TRAFFIC CONDITIONS APPENDIX I -- QUEUING ANALYSIS ll LIST OF FIGURES Figure1—Site Location.................................................................................................................................2 Figure2—Site Layout....................................................................................................................................3 Figure 3—Current Daily Traffic Volumes................................................................................................9 Figure 4—Directional Distribution of Site Traffic..............................................................................11 Figure5—Site Traffic..................................................................................................................................14 Figure 6—Estimated 2012 Non-Site Traffic..........................................................................................16 Figure 7—Estimated 2012 Total Traffic.................................................................................................17 LIST OF TABLES Table 1—Off-Street Parking Requirements............................................................................................5 Table 2—Estimated Site Traffic Generation........................................................................................10 Table 3—Estimated Vehicle Trip Reduction.......................................................................................12 Table 4—Estimated Pass-By,Internal, and New External Site Traffic Generation.................13 Table 5—Existing Intersection Operations Summary.......................................................................19 Table 6—Estimated 2012 Non-Site Traffic Intersection Operations Summary.........................20 Table 7—Estimated 2012 Total Traffic Intersection Operations Summary................................21 Table 8—Existing Intersection Mitigation Measures Summary....................................................23 Table 9—Estimated 2012 Non-Site Traffic Intersection Mitigation Measures Summary.............................................................................................23 Table 10—Estimated 2012 Total Traffic Intersection Mitigation Measures Summary.............................................................................................24 TRAFFIC IMPACT STUDY FOR CVSIPHARMACY b MORRISON MAIERLE, INC. An Employee-Owned Company M0111i1S4N ,jai1vLEt1i.O,N+x, Traffic Impact Study—CVS/pharmacy -1MiE » PURPOSE OF REPORT AND STUDY OBJECTIVES This traffic impact study summarizes the potential impacts from the proposed CVS/pharmacy in Bozeman, Montana. The information presented in this report is intended to evaluate the safety and operational aspects of the transportation system in the area of the proposed development under existing conditions as well as with estimated impacts. Study recommendations and conclusions are intended to provide guidance with respect to the function of the proposed site accesses and the area transportation system. PROPOSED DEVELOPMENT Location The proposed development is located in Bozeman, Montana on Lots 1 and 2A, Block 8 of West Park Manor, First Addition in the southeast quarter of the northeast quarter of Section 11, Township 2 South, Range 5 East, Principal Meridian of Montana. Generally, the property is bordered by North 19th Avenue to the east,West Main Street to the south,North 20th Avenue and Pierce Flooring to the west, and the Town &Country grocery store to the north.The site location is depicted in Figure 1 on the following page. Land Use and Intensity The proposed site would include four buildings on a total site area of approximately 4.36 acres (189,728 ft).The proposed CVS/pharmacy building would be approximately 14,480 square feet(ft') in size. The additional buildings proposed for the site include two potential retail uses (6,000 and 4,460 fe) as well as a potential office/bank/retail building approximately 12,000 ft^ in size. The proposed site layout is shown in Figure 2. 1 MORRISON hWERLGav�. Traffic Impact Study—CVS/pharmacy l !S k ) f _ { ... ft4 —_— � .r r• { — l 5,. dory +"t T ' i y.� i f �- I � ,,,_,1� th'+����yl�+-��•• r1��" ;S4 i f '�.' � �°°, �xtf f� � i � R� e ` PROPOSED ' SITE 71 "Xi + 4 y �1 f i 1. Figure 1 Site Location Site Access It is proposed that the development would utilize three of the four existing accesses to the site. On North 19th Avenue, the southernmost existing access to the site would be removed. The northern full access would be utilized with minor modifications. It would be reconstructed to a City of Bozeman standard non-residential boulevard style approach. It is proposed to remain as a full access approach with a reduction in width from approximately 39 feet to 30 feet. 2 W 11 `� F If�, ;� s 9 t}t I i w - -_ 'H it +t IS �7 1 ^+t i I 1 na IfY1lJJ '!�rr, ! ' � I oil r' r, r� --' z2I LS I�1IIt2KsT , — a x �, w _ �`�� 'M012R1SON i� I�fA1EFi1 ,N.w� Traffic Impact Study—CVS/pharmacy The existing access to West Main Street (US 191) is in conflict with the access spacing standards of the City of Bozeman. For developments approved prior to July 10, 2002, access to an arterial in commercial/industrial district must be a minimum of 200 feet from the nearest intersection. Presently, the south access to the site is approximately 150 feet west of the intersection of West Main Street and North 19th Avenue. For developments approved after July 10, 2002, access to an arterial must be a minimum of 315 feet from the nearest intersection or other public and/or private accesses. There is a private access to West Main Street located approximately 150 feet to the west of the south access to the proposed CVS/pharmacy site. Additional discussion on access spacing, safety, and operation is included later in this study. Utilizing the south access to West Main Street (US 191), minor modifications would be incorporated including a reduction in width from approximately 40 feet to 26 feet with its reconstruction to a City of Bozeman standard non-residential style approach. The access would retain right-in, right-out movement restrictions. Because the access to North 20th Avenue is presently in poor condition, it would also be reconstructed to City of Bozeman standards. The existing sidewalk sections on either side of the approach would be connected at grade and the existing accessibility ramp removed. A boulevard style approach would provide the transition from the street surface to the sidewalk. Zoning The proposed development property is currently zoned B-2 under the City of Bozeman's zoning designation. The Unified Development Ordinance (City of Bozeman,August 15, 2007) states: "The intent of the B-2 community business district is to provide for a broad range of mutually supportive retail and service functions located in clustered areas bordered on one or more sides by limited access arterial streets." The portions of the property adjacent to North 19th Avenue and West Main Street are also within the City's Class II Entryway Corridor Overlay District. For this district the Unified Development Ordinance (UDO) provides assurance that the quality of development along these corridors will enhance the impression and enjoyment of the community both by guiding development and stimulating and assisting improvements in signage, landscaping, access, and other contributing elements of entry corridor appearance and function. 4 MGRRISON Is 9l RLr,,i_ Traffic Impact Study— CVS/pharmacy Parking Off-street parking requirements are defined in the UDO based on the type of land use for a commercial development. As shown in Table 1, there are some land uses that have excess parking and others that are deficient on parking; however, the combined parking spaces provided (121 total) for the development falls within the minimum and maximum number of spaces required. Table 1 Off-Street Parking Requirements Gross Floor4 µNet Floor Area Parking Spaces Total Parking Total Parking Area -85%of Gross- Required By Spaces Spaces Land Use T e (ftz) (ft2) Ordinance Re uiredl Provided Building Pad 1 6,000 5,100 1 space per 300 ft- 15—21 22 (swili—Itetaig of floor area Building Pad 2 1 space per 300 ft'- CVS/pharmacy 14,480 12,308 of floor area 38—52 55 (Retaio Building Pad 3 1 space per 250 ft'- (NoM,— 12,000 10,200 of floor area, 37—51 23 BanklOfficel Retort) minimum of 4 Building Pad 4 1 space per 300 ft'- (Werr—Retail) 4,460 3,791 of floor area 12—16 21 IVN v4 fi?e 2' z1 �.,��,� a ',Ms" ,G a`".,'3 Krru n +, "� Kw €`.` z" i`. an"�.'a '°"�-k y gg; ��€� The range of parking spaces provided in Table i above rhorvr the minimum (including the allowable 10% maximum reduction in parking for site located within a commercial node,BMC Section 18.46.040.B.3.b)and maximum(defined as 125% of the minimum spaces required for the net floor area,BMC Section 18.46.040.B.2)range of parking spaces required with the associated development. Development Horizon It is currently proposed to install the improvements necessary to serve the proposed CVS/pharmacy site with the initial development. Additional site improvements would be completed with the development of each remaining building pad site. It is estimated that full build-out of the site would occur by 2012. Because this is a small development (having less than 500 estimated peak hour trips), it is not anticipated that this development would have significant impacts beyond its opening year assuming full build-out and occupancy. Therefore, this study will assess any impacts this development may have on the area transportation system in the year 2012. 5 go Iv1tJ12F1l ON Traffic Impact Study— CVS/pharmacy EXISTING AREA CONDITIONS Study Area The transportation impacts from a development are largely dependant on its location and size as well as the characteristics of the surrounding transportation system. The CVS/pharmacy site is not significantly large in size; therefore, it has a limited impact area on the transportation system. It is estimated that the most significant impacts would generally be located at the adjacent signalized intersections on North 19th Avenue, the site accesses, and the intersection of North 20th Avenue and West Beall Street. Study Area Land Use The intersection of West Main Street (US 191) and North 19th Avenue is one of the commercial nodes within Bozeman. To the north of the proposed CVS/pharmacy development is the Town & Country grocery store. Pierce Flooring&Design is located in the existing building to the immediate west of the site. A city park is located across North 20th Avenue to the northwest. To the east, a small group of professional offices, a former automotive dealership, and a restaurant/casino are located across North 19th Avenue. The automotive dealership, which is currently vacant, has recently relocated west of Bozeman. An additional automotive dealership is located on the southeast corner of the West Main Street and North 19th Avenue intersection. On the south side of West Main Street,there is an existing gas station and fast food restaurant. Site Accessibility Area Roadway System The development could have potential impacts to the roadways of West Main Street (US 191), North 19th Avenue, and North 20th Avenue. Potentially impacted intersections include West Main Street and its intersections with North 19th Avenue and the existing access, North 19th Avenue and its intersections with the northerly existing access and West Beall Street, and to the intersection of North 20th Avenue and West Beall Street. 6 Ivf017RISON Mr Traffic Impact Study—CVS/pharmag West Main Street (US 191) is a State of Montana primary route (P-50) and is under the jurisdiction of the Montana Department of Transportation (MDT). It is classified as a principal arterial roadway by the Greater Bozeman Area Transportation Plan Year 2001 Update (Robert Peccia & Associates,June 2001). It serves as a major route within Bozeman,linking its central business district to Interstate 90 to the east and commercial centers to the west. This route is used by recreational and tourism related traffic for access to Yellowstone National Park. It also provides access to Bozeman High School and links the north-south arterial roadways throughout Bozeman. Adjacent to the site,West Main Street is currently a four-lane paved roadway separated by a raised median.The posted speed limit adjacent to the site is 35 miles per hour (mph). North 19th Avenue is also classified as a principal arterial by the Greater Bo,eman Area Transportation Plan Year 2001 Update (GBATP). Additionally, it is an urban system route (U-1201) under MDT's functional classification. This route serves as a commuter route between Bozeman and communities to the west as well as a major commercial corridor from its junction with Interstate 90 to the north to West Main Street. It is also a primary link to the Montana State University campus. Adjacent to the site, North 19th Avenue is currently a four-lane paved roadway separated by a raised median. The posted speed limit adjacent to the site is 25 mph. Both North 20th Avenue and West Beall Street are classified as local streets. They are paved roadways, having two-way traffic with single travel lanes in each direction. By ordinance, the roadways have a speed limit of 25 mph. The intersection of West Main Street and North 19th Avenue is a signalized intersection. On the northbound approach, there is currently a left turn, two through, and a dedicated right turn lane. The southbound approach includes a left turn, through, and a right turn lane. The eastbound approach includes two left turn, a through, and a shared through-right turn lane. Lastly, the westbound approach includes a left turn, two through, and a right turn lane. Pin-down curb is in place on both the southbound and westbound approaches for the future addition of lanes with the anticipated widening of South 19th Avenue from West Babcock Street to Kagy Boulevard. The signal control includes semi-actuated operation with actuations for the left turn bays. Due to the dual-left turn on the eastbound approach, the signal operates with a variety of phases. However, during peak periods split-phase operation is typical. 7 ' MORRISON MMERiEav Traffic Impact Study— CVS/pharmacy M rwa..n...d c..soy The northerly existing access to the site from North 19th Avenue currently functions as a two-way stop controlled intersection. The north and southbound approaches on North 19th Avenue'include a left turn,through,and shared through-right turn lane. The east and westbound approaches provide access to private developments and each includes a single lane to accommodate all available vehicular movements. The intersection of North 19th Avenue and West Beall Street is also a signalized intersection. Its geometry is similar to that of the northerly existing access to the JC Billion site. Presently, the traffic signal is under two phase operation, having one phase for north and southbound movements and another for east and westbound movements. The intersection of West Beall Street and North 20th Avenue has all-way stop control. Single lanes are available on each approach to accommodate all available vehicular movements. The eastbound approach also includes a raised median, which is approximately 20 feet in length and separates the east and westbound movements. As stated previously, the existing access to the site from West Main Street is restricted to right-in, right-out movements only. The access restriction is created by the raised median on West Main Street. Operationally,the access functions under stop control, although it is not posted as such. Traffic Volumes Intersection turning movement counts were conducted at the study area intersections by Morrison- Maierle, Inc. during July 2008. It should be noted that turning movement count data was collected when regular classes at Montana State University—Bozeman (MSU) were not in session. Therefore, the identified traffic volumes may not be representative of condition experienced during most of the year. Particularly, West Main Street and North 19th Avenue serve as primary commuter routes for travel to the MSU campus. The peak hour volumes found at each of the study area intersections are shown in Figure 3 on the following page. The count data is also provided in Appendix A. No daily or monthly adjustments were made to the count data for any of the study area intersections. Transit Service In 2006, Streamline was initiated in Gallatin County. This bus system currently provides service to Belgrade, Bozeman, Four Corners, and MSU. Additionally, Streamline is currently free for all passengers, which creates an incentive for bus ridership. Streamline's Redline Downtown route, 8 lYtti./11EliL3ulY 2 1910.w, Traffic Impact Study—CVSJpbarmag M, � ;� which provides service from Robert's Hall on the MSU campus, to the downtown area,west to the Gallatin Valley Mall and Bozeman Ponds, east to Bozeman High School, and back to Robert's Hall, currently travels immediately adjacent to the proposed site on West Main Street with directed stops at West Babcock Street and the Hastings Shopping Center. Additional routes may be added to Streamline as the system expands in the future. ® r(2) (7) L 6 (13) 'F" 24 (69) 25 ('31) � 33 839 9 �- 10 (19) 4 (21) (888)(21) <- 13 (37) 0 (4) - 1 t ( ' 1 +J 18 (31) 55 (71) -l► 8 8 15 3 30 (52) (52) (27) (75) i i 24 (65) 24 (46) 14 493 11 LEGEND 31 (40) 7V (37)(1005)(49) � . xx AM PEAK I IOUR , (XX� PM PEAK HOUR 4" �3 1"URNING 1 MOVEMENTS 10 775 34 �- 7 (32) (8) (889)(21) +F- 1 (0) 4J 1 9 (K> PROPOSED 2 Il (5) .112 F1 f � SITE E ? (0) 17 574 19 6 (11) (8) (1190)(10) 191 i � - I 246 427 116 It- 79 (179) (385) (445)(151) F 312(681) 9 87 (147) (8) 1 t (5) f 1 +) E- 618(1170) 423(205), S, 389(633) 71 288 74 -3► (109)(520)(125) 613 (1116) 19 (60) Figure 3 Current Daily Traffic Volumes 9 1�ol�Sorr MORM 7.wcAAA Traffic Impact Study— CIVS/pharmacy Pedestrians and Bicyclists Provisions for the safety and accommodation of bicyclists and pedestrians are an important consideration with any development. These alternative modes of travel are becoming increasingly popular as a means of saving money, helping the environment, and improving personal health. Consideration of alternative modes of travel for the proposed site development is provided with sidewalk connections from the adjacent streets onto and throughout the site. In addition, bicycle racks and benches are proposed at key locations within the proposed development. PROJECTED TRAFFIC Site Traffic Trip Generation One of the most important elements in assessing the traffic impacts associated with a new development is an accurate estimate of the traffic to be generated. There are a number of options available for estimating trip generation.This study utilized Trip Generation, 7`�Edition published by the Institute of Transportation Engineers (ITE). Average vehicle trip ends (Trip ends are defined as a single or one-directional travel movement with either the origin or the destination of the trip inside the study site.) were estimated using Land Use Codes (LUC) 814 — Specialty Retail Center, 881 Pharmacy/Drugstore with Drive-Through Window, and 912 — Drive-in Bank. The independent variables used were 1,000 square feet of gross leasable (LUC 814) and floor area (LUC 881) and employees (LUC 912) in estimating the total site trip generation,which is provided in Table 2 below. Table 2 Estimated Site Traffic Generation Average Weekday AM Peak Hour PM Peak Hour Land Use Units Enter Exit Total Enter Exit Total Enter Exit7 Total Specialty Retail Center 10.5 233 232 465 35 37 72 21 26 47 Pharmacy/Drugstore w/ 14.5 639 639 1,278 22 17 39 61 64 125 Drive-Through Window Drive-in Bank 16 582 583 1,165 26 20 46 66 72 138 Totals„ " 1;454; 1;454; 290$ 83 74 157 148 162a 310 10 MOOR SON MA1EI1C.1.wc. Traf c Impact Study— CVS f pharmacy Trip Distribution The estimated traffic generated by the development must be distributed and assigned in order to analyze the impacts on the roadway system and intersections within the study area. Various methods are available for estimating trip distribution, including the analogy, trip distribution model, area of influence,origin-destination (O-D),and surrogate data methods.For a commercial development,the proximity of residential areas, accessibility, and market area for the site are all key factors in determining the distribution of site generated trips. This study utilizes a combination of the analogy method, which bases the trip distribution on existing travel patterns in the area, and the area of influence method that assumes trips will originate or terminate within a given area (market area in this case).The trip distribution for the proposed CVS/pharmacy development is shown in Figure 4. At 28%' 0 1J 3� 2% ) I - I PROPOSED I.. SITE v - 2 � 191 /291 LEGEND � TRIP lXX% DISTRIBUTION \_// PERCENTAGE (1 6ofo Figure 4 Directional Distribution of Site Traffic 11 MORRISON Traffic Impact Sti dy— CVS/pharmacy N MAlERI:L im. Modal Split Modal split refers to how the total number of person trips are divided amongst the various means of travel such as automobile (both single occupant and carpool), walking, bilging, or transit. In most instances, the automobile is the primary means of travel. However, the other means of travel may account for a portion of the trips generated by a site. The Trp Generation Handbook, 2" Edition published by ITE provides vehicle trip reduction percentages attributable to alternate modes of travel such as bicycling or transit. These trip reduction percentages only apply to commuter trips; however,it is assumed that a majority of the AM and PM peak hour trips for the proposed site would be comprised of commuter trips. Transit oriented trips are not assumed to make up a significant portion of site related trips, but bicycling and walking may be a potential means of travel. Vehicle trip reductions may range from two-and-a-half percent (2.5%) to seven percent (79/6) depending on the site characteristics and its location. For the proposed development, a four percent (49/6) vehicle trip reduction was assumed for analysis purposes. Table 3 provides the estimated vehicle trip reduction and the net new vehicular trips based on bicycle travel. Table 3 Estimated Vehicle Trip Reduction Transportation Average Weekday AM Peak Hour PM Peak Hour Impact Factor Enter Exit Total Enter Exit Total Enter Exit Total 4%Vehicle Trip 46 46 92 3 4 7 4 7 11 Reduction ',Totals Pass-by trips will makeup a portion of site generated trips associated with the proposed development. The Trip Generation Handbook, Second Edition (ITE,June 2004) provides land uses and time periods for which pass-by trip data is available. Transportation and Land Development, 2id Edition also provides some limited pass-by trip data. Although the specialty retail center land use is not specifically identified in either source, a shopping center is similar and has an approximate pass-by trip percentage of 34% during the weekday and PM peak hour. Data is available for the pharmacy and drive-in bank land uses. Employee related trips are estimated to comprise a majority of AM peak hour trips; therefore,no pass-by trips are assumed to occur during this period. 12 MORRSON Traffic Impact Study—CVS/pharmacy ,411 ;t . Internal trips between each of the proposed developments within the site may also occur.A detailed analysis of the internal capture trips is provided in the appendix. Diverted and internal trips are not estimated to be a significant portion of site generated trips and have been excluded from the analyses.The estimated pass-by,internal,and net new trips are summarized in Table 4. Table 4 Estimated Pass-By, Internal, and New External Site Traffic Generation Avera e Weekday AM Peak Hour PM Peak Hour Trip Classification Intensity Enter Exit Total Enter Exit Total Enter Exit Total Total Site Trips 1,454 1,454 2,908 83 74 157 148 162 310 Alt.Mode Trips 46 46 92 3 4 7 4 7 11 Internal Trips Varies 306 306 612 0 0 0 15 15 30 Pass-By Trips Varies 515 515 1,030 0 0 0 60 65 125 Trip Assio nment The assignment of development related traffic provides the information necessary to determine the level of site related impacts to the area roadway system and intersections. It involves determining the volume of traffic and its movements along the roadway system and at area intersections. At a minimum, trip assignment must also consider route choice, how the existing transportation system functions, and travel times to and from the site. The resulting CVS/pharmacy site traffic assignment for both net new external and pass-by trips is shown in Figure 5 on the following page. Existing Land Use Traffic In order to adequate evaluate the impacts from the proposed development, it is also necessary to account for traffic volume reductions due to the change in land use. The traffic from the existing site would cease to exist at the access points as shown in Figure 3. Therefore, the analyses included within this study do not include the existing traffic volumes shown in Figure 3 at the site access points on North 19th Avenue and West Main Street(US 191). 13 "�Mt�RR1SON Elc, Traffic Impact Study—CVS/pharmacy ® 0 1 0 A-- 0 (0) (.c)) (1) (cl) F o (o) (0) 0 22 0 ('°1 t7 ) (19) (0`) -4— a (0) 0 (0) 1 ` t (+ I i !' I ` 2 (1) 2 1 5 (7) T 1 0 0 15 1 1 (1) (G) (10) (1) LEGEND_ — XX AM PEAK HOUR 3 (XX) PM PEAK IIOUR - TURNING MOVEA4LN'CS 25 0 0 �- 0 (0) (35) (14) (0) E- 0 (0) D � � PRt�PC�SED Z 16 (37) .Tz `1 t t+ SITE 0 (0) —3. 35 0 0 2( (50) (44) 04) (0) ' 5 1 191 0 11 15 �- '10 (14) (6) ('14) (16) E- 7 (0) 13 � '7 0 (0) (34) �. 12 (-i0) 0 15 (17) 1 5 0 (0) 5 8 0 17 (15) 0 (0) 7 (4) Figure 5 Site Traffic 14 MORRdSON MSISTit C;7c• Traffic Impact Study—CVS/pharmacy Through Traffic Method ofProjection In order to more accurately reflect the potential impacts from site generated traffic it is necessary to develop an estimate of non-site related traffic growth during the analysis period. Three primary means are typically used to estimate growth of non-site generated traffic, including the build-up method,the use of transportation plans or models, as well as the trends or growth rate method. The build-up method takes into account traffic growth due to approved or anticipated to be approved developments in the study area. Transportation plans or models typically provide estimates for traffic volumes for approximately 20 years into the future. The model volumes are usually provided for average weekday traffic, but can be converted to peak hour volumes including turning movements. However, the conversions can produce results that do not accurately reflect real-world conditions. The trends or growth rate method is commonly used and involves evaluating the historic traffic growth rates within a study area. The underlying assumption with this method is that historic growth trends will remain approximately the same and continue in the future. This study utilizes the trends or growth rate method, considering the immediate area is substantially developed and is not anticipated to experience significant growth in the future. Estimated Volumes Background traffic was estimated for the year 2012,which is the anticipated year for full build-out of the proposed development. Given recent economic trends and a future recovery period, traffic growth within the study area was estimated at an annual rate of approximately 1.70%.The estimated growth at study area intersections is shown in Figure 6 on the following page. Total Traffic Site-generated traffic is combined with existing and non-site generated traffic to establish the total traffic volumes that will be used in the impact analyses. Again, the total traffic volumes used in the analyses are based on year 2012 projections, and are shown in Figure 7. 15 40 MORRISON Traffic Impact Study— CVS/pharmacy r12 t- 6 (13) F 24 (69) 1025 (31) 33 898 94 (21) (950) (21) F 13 (37) Q2 (4) f � +j 1 4 18 (31) 8 8 15 '(52) (27) (75) 24 (65) h (� 24 (46) —3. 14 527 11 31 (4(1) 'y (37)(1075)(49) LEGEND Xx m PEAK HOUR (XY Pltl ) Pl:?r1K HOUR. TURNING ,1 MOVI1vIl�ly't S 0 829 34 �- 7 (32) (0) (951) (21) 4-- 0 (0) PROPOSED 2)— o (o) .r2 h SITE 0 (0) 0 614 19 0 (0) (0) (1273)(10) 5 1 191 � 263 457 124 Z A5 (192) (412) (476)(161) 334(729) AL (0) t 93 (99) (0) 4- 661(1252) 219(453) 5� 416(445) 76 308 79 20 (64) ', (117)(550)(134) 655 (963) -3► Figure 6 Estimated 2012 Non-Site Traffic 16 t M03 SON Tra c Impact Stzrdy— CVS/pharmacy h�,t E 1 . M r..,urrws.«va r(2) (8) �- 6 (13) — 24 (69) 25 (31133 920 9 (]9) N a (21) (969)(21) -F 13 (37) 2 (4) �` ('� ('� 4 ,� 20 (32) 56 (72) �► 10 9 20 3 31 (53) `, (54) (28) (83) 29 (72) S i 24 (47) -3. 14 542 12 • 32 (41) -A, (43)(1091)(50) LEGEND Ya kM PEAK IIOUR wmww °- ---i PM PEAK HOUR , 4 3 TURNING 1 MOVEMENTS 25 829 34 �- 7 ()2) (35) (937) (t211) 4- 0 (0) 1 9 (8) PROPOSED - 16 (37n a2 h T SITE 0 (0) o 35 614 19 26 (50) ':, (44)(1259)(10) 191 263 468 139 95 (206) (418) (490)(177) E- 341(729) 13 I +j `f 93 (99) (34) C 12 (30) F- 661 (1226) �� 234(470) 5 416(445) 81 316 79 672 (977) 20 (G4) (121)(563)('134) -�- Figure 7 Estimated 2012 Total Traffic 17 AN M(3R1t150N AJW 1v1,91ER1.11,�,� Traffic Impact Study— CVS/pharmacy M�.,�..� �,i,.. TRANSPORTATION ANALYSIS Capacity and Level of Service Existing Conditions Two-way and all-way stop control capacity and level of service analyses were performed for existing conditions on West Main Street (US 191) and North 19th Avenue at their intersections with the existing site accesses as well as at the intersection of West Beall Street and North 20th Avenue using Higl5way Capacity Software Plus, Version 3.21 (HCS+) developed and maintained by the McTrans Center at the University of Florida. The stop controlled intersection analyses are based on Chapter 17 of HCM 2000 and are summarized in Table 5. Signalized intersection capacity and level of service analyses were performed using SIGNAL2000 for North 19th Avenue and its intersections with West Main Street and West Beall Street using observed signal phasing for each intersection. Signalized analyses are based on the procedures found in Chapter 16 of HCM 2000 and are also summarized in Table 5. Non-Site Traffic Conditions It is also necessary to evaluate roadway and intersection operations based on background traffic conditions for the design year. This information can assist in differentiating whether transportation related impacts are related to background traffic growth or the addition of site-generated traffic. It is not estimated that there will be significant traffic growth at the intersection of West Beall Street and North 20th Avenue. Therefore, it has not been included in the 2012 non-site traffic analyses. The resulting capacity analyses are summarized in Table 6. Total Traffrc The total traffic analyses include existing land use traffic reductions and estimated 2012 non-site traffic combined with site generated traffic for the total estimated traffic volumes. The resulting levels of service are summarized in Table 7. 18 fi M{}12RWN M1 ll Traffic Impact Study- CVS/pharmacy Table 5 Existing Intersection Operations Summary AM Peak Hour PM Peak Hour Volume to Volume to Approach Delay Capacity Approach Delay Capacity Intersection Approach LOS (s/veh) Ration,v/c LOS (s/veh) Ratio,v/c EB L C 29.5 Ou62 F 143.9;� .21.. . EB TR C 27.4 0.59 E 78.$ 1:07 WB L C 29.0 0.49 -7 . :,, 52`8: 0.83 _ , West Main Street WB T C 25.3 0.49 E; ":%78.9 ' 1,07 (US 191) WB R B 12.3 0.10 B 14.0 0.28 & NB L C 25.8 0.32 C 27.3 0.49 19th Avenue NB T B 18.0 0.31 C 20.2 0.57 NB R A 9.9 0.09 B 10.5 0.17 SB L C 28.0 0.53 C 34.2 0.69 SB TR C 22.9 0.71 C 34.9 0.91 EB B 11.9 0.02 B 13.9 0.04 North 19th Avenue WB B 13.9 0.04 C 16.9 0.12 & NB L A 9.3 0.02 A 9.6 0.01 Northerly JC Billion NB TR A - - A - - Site Access SB L A 8.8 0.04 B 11.8 0.04 SB TR A - - A - - EB C 21.8 0.29 C 26.3 0.60 North 19th Avenue WB C 20.8 0.14 C 21.9 0.31 & NB L A 4.2 0.05 A 5.0 0.13 West Beall Street NB TR A 4.7 0.24 A 6.4 0.50 SB L A 3.9 0.02 A 4.7 0.09 SB TR A 5.9 0.44 A 6.1 0.46 West Beall Street EB A 7.3 0.27 A 8.3 0.38 & WB A 7.5 0.19 A 8.6 0.35 North 20th Avenue NB A 7.2 0.11 A 8.8 0.43 SB A 7.6 0.04 A 8.0 0.05 West Main Street EB T A - - A - &Site Access WB TR A - - A - SB R B 10.7 0.02 B 13.5 0.02 Site Access Site accesses were evaluated for sight distance, approach geometry, and queue storage requirements. Sight distance would be acceptable at each of the proposed accesses under existing and proposed conditions. The terrain in the area does not present any sight obstructions due to changes in grade, and there are no sight obstructions resulting from vegetation or other fixed ob)ects. Queuing was also evaluated at the proposed site accesses. Based on a desired queue storage length of 25 feet and a minimum of 20 feet, a minimum protected throat depth of 50 feet should be provided for each access. 19 MORRISTI A Trac Impact Study- CVS/pharmacy .�rgu.,w-n...e e.,rF.,•i Table 6 Estimated 2012 Non-Site Traffic Intersection Operations Summary AM Peak Hour PM Peak Hour Volume to Volume to Approach Delay Capacity Approach Delay Capacity Intersection Approach LOS (s/veh) Ration,v/c LOS (s/veh) Ratio,v/c. EB L C 30.5 0.63 F 178.6 1.29 EB TR C 28.4 0.67 C 32.8 0.79 WB L C 29.9 0.53 C 31.0 0.56 West Main Street WB T C 25.8 0.52 F 105.8 1.14 (US 191) WB R B 12.4 0.11 B 14.2 0.30 & NB L C 26.0 0.34 C 28.0 0.53 19th Avenue NB T B 18.2 0.34 C 20.7 0.61 NB R A 9.9 0.09 B 10.6 0.18 SB L C 29.0 0.56 D 37.2 0.73 SB TR C 24.6 0.77 D 47.5 0.98 7SBL North 19th AvenueB 13.5 0.04 C 19.0 0.14 & - - - - - Northerly JC Billion A - - A - Site Access A 8.9 0.04 B 12.6 1 0.05 SB TR A - - A - - EB C 21.8 0.29 C 26.3 0.60 North 19th Avenue WB C 20.8 0.14 C 21.9 0.31 NBL A 4.2 0.05 A 5.2 0.14 West Beall Street NB TR A 4.8 0.26 A 6.7 0.54 SB L A 3.9 0.02 A 5.0 0.10 SB TR A 6.2 0.47 1 A 1 6.3 1 0.49 As stated previously, the existing access to West Main Street (US 191) is in conflict with the access spacing standards of the City of Bozeman. Presently, the south access to the site is approximately 150 feet west of the intersection of West Main Street and North 19th Avenue. For developments approved after July 10, 2002, access to an arterial must be a minimum of 315 feet from the nearest intersection or other public and/or private accesses. As shown in Table 5 on the previous page, the site access functions acceptably in terms of level of service. Data was requested on crashes for West Main Street (US 191) from milepost 87.75 to 88.25 from MDT. This roadway segment includes the existing site access located at approximately milepost 88.1. During the three year period beginning January 1, 2005 through December 31, 2007 there were 101 reported crashes within this roadway segment. However, a review of the data did not find any reported crashes involving traffic between vehicles exiting or entering the site access and westbound vehicles on West Main Street. 20 NMORRSON Traffic Impact Study- CVS/pharmacy Table 7 Estimated 2012 Total Traffic Intersection Operations Summary WIFF - IF 1,RRIFFIF, ,_. ....._ AM Peak Hour PM Peak Hour Volume to Volume to Approach Delay Capacity Approach Delay Capacity Intersection Approach LOS (s/veh) Ration,v/c LOS (s/veh) Ratio,v/c EB L C 32.0 0.67 . 48T0 ):31 EB TR C 28.4 0.67 C 33.0 0.79 WB L C 29.9 0.53 C 31.0 0.56 West Main Street WB T C 26.0 0.54 F105.8; :14 (US 191) WB R B 12.5 0.13 B 14.5 0.32 & NB L C 26.2 0.37 C 28.5 0.55 19th Avenue NB T B 18.2 0.35 C 20.9 0.61 NB R A 9.9 0.09 B 10.6 0.18 SB L C 31.4 0.63 D~ 42 SB TR C 25.0 0.78 : ? :53.1 '� 1. EB B 13.8 0.10 C 22.4 0.31 North 19th Avenue WB B 14.6 0.04 C 19.2 0.14 & NB L A 9.6 0.05 B 10.3 0.06 Northerly JC Billion NB TR A - - A - - Site Access SB L A 8.9 0.04 B 12.3 0.04 SB TR A - - A - - EB C 22.0 0.32 C 28.1 0.64 North 19th Avenue WB C 20.8 0.15 C 22.0 0.31 & NB L A 4.3 0.06 A 5.6 0.17 West Beall Street NB TR A 4.8 0.26 A 6.8 0.55 SB L A 3.9 0.02 A 5.0 0.11 SB TR A 6.3 0.48 A 6.4 0.50 West Beall Street EB A 7.4 0.28 A 8.4 0.38 & WB A 7.6 0.19 A 8.7 0.35 North 20th Avenue NB A 7.3 0.15 A 8.9 0.44 SB A 7.6 0.05 A 8.0 0.05 West Main Street EB T A - - A - - &Site Access WB TR A - - A - - SB R B 10.9 0.02 B 14.3 j 0.05 Based on field observations, the existing traffic signal operations at the intersection of West Main Street and 19th Avenue create substantial gaps in the traffic stream west of the intersection. These available gaps allow traffic entering or exiting the site to do so with minimal conflicts that typically result within the functional area of an intersection. The existing raised median on West Main Street also limits potential conflicts by restricting movements at the access to right-in, right-out only. The combination of all these features would allow the continued use of the existing access to operate favorably. 21 A:11 MORRISON 'MML Traffic Impact Study— CVS/pharmacy Drive-Through Service The proposed drive-through window was analyzed to verify that adequate queue storage space is available for the estimated vehicular demand. Assuming a maximum arrival rate of 20 vehicles per hour and an average service time of two minutes per vehicle, it was determined that on average each vehicle would experience approximately 5.27 minutes of total service time in the drive-through. Additionally, an ideal design should provide for minimum queue storage of 50 feet. The currently proposed design would be adequate to meet these demands. IMPROVEMENT ANALYSIS Improvements to Accommodate Existing Traffic Presently, the intersection of West Main Street (US 191) and 19th Avenue is operating below the desired LOS C for design. This could be mitigated with modifications to the existing signal timing and phasing. Allowing protected-permitted left turns for the eastbound dual-left turn lanes, the intersection could operate at LOS C on all approaches. This would require modifications to the existing signal heads to include a green "ball" indication for the left turn lanes in addition to "LEFT TURN MUST YEILD ON [GREEN BALL]" signing.This would be similar to movements allowed at the intersection of West Main Street and North 7th Avenue in Bozeman; however, the speeds would differ by approximately 10 mph.With these improvements, the phasing and timing would be as follows: Signal Phase Green (sec) Yellow (sec) All-Red (sec) 1 —NB+SB w/ Permitted Left Turns 31.25 3.0 1.0 2—EB+WB Left Turns + NB RT 6.00 4.0 0.0 3—EB 0.55 0.0 0.0 4—EB+WB w/ Permitted Left Turns 20.20 3.0 1.0 Cycle Length = 70.0 sec The resulting levels of service at the intersection with these changes are summarized in Table 8 on the following page. Future widening on South 19th Avenue may also mitigate existing operational issues by increasing capacity for the southbound through movement at the intersection. 22 WWI' z I:MORMSON w,rryww.- ERL&aw. Tralc Impact Study- CVS/pharmacy w.aryv� Table 8 Existing Intersection Miti anon Measures Summary _m.M �.0 .,�...._ . .. ......,.,m _ _ w ..._r .__... ..__. ... ..M. .. .... PM Peak Hour Volume to Approach Delay Capacity Intersection Approach LOS (siveh) Ratio,vJc EB L C 34.8 0.91 EB TR C 27.0 0.75 WB L C 20.9 0.63 West Main Street WB T C 27.6 0.75 (US 191) WB R C 22.4 0.39 & NB L C 22.9 0.65 19th Avenue NB T B 13.0 0.37 NB R A 6.7 0.13 SB L B 1G.5 0.56 SB TR B 15.3 0.60 iiiiiwibw Improvements to Accommodate Background Traffic The intersection of West Main Street and 19th Avenue may continue to experience level of service issues with continued traffic growth. With the previously discussed improvements to mitigate existing concerns, future traffic growth could be accommodated with slight modifications to signal timing and phasing. In order to mitigate the levels of service for estimated 2012 non-site traffic volumes,the phasing and timing would be as follows: Signal Phase Green (sec) Yellow(sec) All-Red (sec) 1 -NB+SB w/Permitted Left Turns 35.83 3.0 1.0 2-WB Lead +NB RT 8.42 0.0 0.0 3-EB w/Permitted Left Turns+WB TR 12.75 4.0 0.0 4-EB+WB w/Permitted Left Turns 6.00 3.0 1.0 Cycle Length = 75.0 sec Table 9 Estimated 2012 Non-Site Traffic Intersection Mitigation Measures Summary PM Peak Hour _ Volume to Approach Delay Capacity Intersection Approach LOS (s/veh) Ratio,v/c EB L C 34.9 0.79 EB TR C 28.8 0.65 WB L C 34.9 0.56 West Main Street WB T C 32.5 0.82 (US 191) WB R C 24.2 0.39 & NB L C 25.5 0.69 19th Avenue NB T B 12.6 0.37 NB R A 5.4 0.12 SB L B 16.8 0.58 SB TR B 14.9 0.G0 23 M(3RR1SON Traffic Impact Study- CTVS/pharmacy h1AlER1:l;�w. p 1'/W+tiw.Ow'M Lavmy Additional Improvements to Accommodate Site Traffic At the intersection of West Main Street and 19th Avenue, it is estimated that the eastbound and westbound approaches would. operate at LOS F. Additional phasing modifications and the previously discussed improvements would allow the intersection to operate effectively under the estimated conditions.The resulting signal timing and phasing would be as follows: Signal Phase Green (sec) Yellow (sec) All-Red (sect 1 -SB Lead 12.72 0.0 0.0 2-NB w/Permitted Left Turns+SB TR 12.52 4.0 0.0 3-NB Lag 6.00 3.0 1.0 4-WB Lead+ NB R Overlap 8.42 0.0 0.0 5-EB w/Permitted Left Turns+WB TR 13.02 4.0 0.0 4-EB Lag 6.32 3.0 1.0 Cycle Length = 75.0 sec Table 10 Estimated 2012 Total Traffic Intersection Mitigation Measures Summary PM Peak Hour Volume to Approach Delay Capacity Intersection Approach LOS (s/veh) Ratio,v/c EB L C 34.9 0.80 EB TR C 27.9 0.63 WB L C 34.9 0.56 West Main Street WB T C 31.8 0.81 (US 191) WB R C 24.5 0.42 & NB L C 26.0 0.41 19th Avenue NB T C 29.1 0.73 NB R B 14.7 0.19 SB L C 35.0 0.67 SB TR C 1 30.9 0.87 FINDINGS At the intersection of West Main Street and 19th Avenue, improvements are necessary based on existing conditions and are not related to impacts resulting from site generated traffic. Based on available funding and other projects in the area, modifications are recommended for existing signal indications and the signal timing and phasing. Additional improvements are warranted in the future, but should include analysis following completion of widening improvements on South 19th Avenue from West Babcock Street to Kagy Boulevard,which will alter the lane utilization on 19th Avenue. 24 AU,r:'- 901 Iwf[}lt1SON Traffic Impact Study— CVS/pharmacy 141AlEfit.T,�t�c. CONCLUSIONS AND RECOMMENDATIONS Site Access Analysis of trip generation estimates, site circulation, and traffic operations reveal that the proposed CVS/pharmacy development will have minimal impact on the area-transportation system. For the proposed access to West Main Street, the following is recommended: 4 A deviation request be granted to allow continued use of the existing access to West Main Street.This recommendation is based on the following: o Intersection capacity analyses indicate that the proposed access would operate at acceptable levels of service throughout the design period. o Evaluation of reported crashes at the access location did not find any reported crashes involving traffic between vehicles exiting or entering the site access and westbound vehicles on West Main Street. o Field observations indicate that the existing traffic signal operations at the intersection of West Main Street and 19th Avenue create substantial gaps in the traffic stream west of the intersection. These available gaps allow traffic entering or exiting the site to do so with minimal conflicts that typically result within the functional area of an intersection. o The existing raised median on West Main Street also limits potential conflicts by restricting movements at the access to right-in,right-out only. o The combination of all these features would allow the continued use of the existing access to operate favorably. Off-Site Improvements Existing Conditions Analyses of existing traffic volumes and operations determined a need for improvements to the intersection of West Main Street and 19th Avenue. Existing level of service issues during the PM peak hour can be mitigated with the following: 4 Four-head traffic signals that include a green ball and a left turn arrow should be installed for the two eastbound left turn lanes. 4 Signage should be installed on the mast arms adjacent to the four-indication signal heads that reads "LEFT TURN MUST YIELD ON [GREEN BALL]". 4 Modifications to the signal timing and phasing should be made in the traffic controller. 4 The necessary improvements are a result of existing traffic conditions and are not required as a result of site generated traffic. 25 JO& MORRISON MLE Ll Lw. Traffic Impact Study—CTVSIpharmacy Non-Site and Total Traffic Conditions With continued traffic growth on the arterial roadways, it would be necessary to provide additional modifications to signal timing and phasing at the intersection of West Main Street and 19th Avenue. These modifications should be evaluated with anticipated roadway improvements to South 19th Avenue from West Babcock Street to Kagy Boulevard. If the above improvements are implemented as recommended, any impacts resulting from the proposed development should operate safely and efficiently.All traffic control improvements should be installed in accordance with MDT, City of Bozeman, and the Manual on Uniform Traffic Control Devices standards. 26 hrl�i�RLGr.+�. Traffic Impact Study—CVS/pharmacy REFERENCES 1. American Association of State Highway and Transportation Officials. (2004).A Policy on Geometric Design of Highways and Streets.Washington,DC:Author. 2. Engineering, Inc. (March 2007). DRAFT Traffic Impact Study for Cameron Springs Subdivision.Bozeman, MT:Author. 3. Institute of Transportation Engineers. (1999).Traffic Engineering Handbook. Washington,DC: Author. 4. Institute of Transportation Engineers. (2005).Transportation Impact Analyses for Site Development:An ITE Proposed Recommended Practice.Washington,DC:Author. 5. Institute of Transportation Engineers. (2003).Trip Generation, 7`h Edition.Washington,DC: Author. 6. Institute of Transportation Engineers. Qune 2004).Trip Generation Handbook: An ITE Recommended Practice.Washington,DC:Author. 7. Robert Peccia&Associates. Qune 2001). Greater Bozeman Area Transportation Plan Year 2001 Update. Bozeman,MT: City of Bozeman. 8. Stover,Vergil G. and Frank K. Koepke. (2002). Transportation and Land Development,2°d Edition.Washington,DC:Institute of Transportation Engineers. 9. Transportation Research Board. (2000). Highway Capacity Manual 2000.Washington,DC: Author. 27 APPENDIX A TRAFFIC VOLUME DATA AA19MORRISON MAIERLE,INC. An Employee-Owned Company O O G G G «1 G 7 0� f� ul r .-, c G (� �T P G G <n r G ,p•�•,� O'O O cJ O r. .-• O �'�„ v'� \ p c-< N x low b z <a IN .,,Ylal o mom vs,- CR Ua �a 0 ^�,1 00000NN000 �n ,^, vwcorm �om <nNoo .-• om r„ �. �a,��� �u.(,`3 ;c Ll. � � o o MIN sx e, Q i saga <^ z b^•s'1r ems. . ,,,,rr-- Y`�Y;.,,�r�,>�.�.�.•. � iElIR a r: gay k"� `,.� �? r � s r ,•` _ o c o c co G luaol jo a3u3ua3xad 0 o z 3a �' V a � oc0000000000'0000cooccoco � �e3 7 r 11 7 v P i �.: r W M — N N N N O muA W u ^- F 00 � o bA GO r V N� �`tlU s + r CN C� OR C, Oo r O co 00 r r C� Ln r aV O r o o o co 0 0 o o o o o 0 0 0_ o o c o a OD r- CVO N r N r O oo M r ,11 O _M oo M rtx7 �y CS o In N O N �. O G1. co '0 Inoo o r} oq 7 r W O V - O1 M oo DO ,ct O N ti N O M �M.,, N O oo O O o o a o N O co r r. . G� �_ W M N V O fib rn b 'd; LqLr) 00 N O� N ch N CO -LrI oq r, M .-� O L i to M ,-+ ,-� <t Gi to O.. r Lr) 't �-+ r M M O. Z Cp oo N C, N r V Lf) 7 � Ox to r+ ^+ to r ~ M r M Uk. H IGw r M 00 O O Vr N N O V. e-r M oo r .-i O, N r .-d i 1Cy N x W 1 3 y r O 7 O O r 7 O N r o0 O oo N N 00 49 N oo I' 01 sn T r N r O C, 'oo N iy CD �. M .-+ V --a O N r .--� M oo N cl ate+ O O 0 O N zQ v O C7e. N r oo N .�+ �.. co O N N M.. _O M '-' ,rr o v y r fE 7 0 7 en N oo ry, 00 N M N oo Ln 0�0 .�. y In Ln U N Zo r ti ' v� o u7 N m N \0 N , ' z y n o P # C ; w o V H gaso�j ag1 uioz3 g1noS ag1 xuos3 1sEg ag1 uioi3 1sa�ag1 uioa3 o 0 anuanV g161 glsoN anuae-V iqi6l glnos 1aasls U!rw 1saIA 1aazls UlUN 1saA\ Izaq __ z 00 � o N N wx O :tn - N M to 'x V' G1 00 r� CO C� C3 00 00 00 G, to G1 00 y� O O O O O O O O O O O O O O O O Z7 sr tf) to G, O : to l� e-+ CT en M n tt 00 O N N �t o9 f G� M N O O rp " en r Ln o a C o o o o o a c c o o o S G1 oq G1 rt' N oq 00 L oo NLr) 00 \.O d- "Q In 0 - � ���'' O O O O O O O C O O G G to M C1 :,-� .-� t� d' C� N .-� N G, r O M � _ M -O .� to N - M M C�- tr) M tf) M .C\ t-+ rh -.00 0 C7 V- V' 00 M to 00 \c V ON O to N cc') Lr) C% M 0 -+ NN V 11 00 N M x i¢ en to 7 :tn � to en 0000 t� p o M �00 t7 - M : M N M .�-i : d- '-" 0000- ,-i "� .xO l G+ Oy ON . I'M '. W r- �r O to M 00 M M ;'`. L\ c� M «; M ON 00 to N M N d. O d. ef- t` to N £` s ' C11 iL.t \Z c. .4Lr) N•-+ O O .N toZ v ` M s, 4 M u r Ti " a 7 CF cs cq N N M O M M M r-+ T-� M N V' [� rt G'� N O M O tom '` o' r-+ GO 00 N G� N e-+ N to M Cl M , 11;*s GN .-r O N Oo to MIn N G1 to !{ )wx � <Y G1 CT CD N C1 N ~ M �Mi �. N �. 00 7 N M : p N : �r M o o # z Zx- C9 00 r �M-+ O v Ll 0 u a H x a H a EP4a H H v t y 0 a, a " o C Q rS ° U H G } i ijoN aigx uxos3 iilnos at;l Luor3 Isug aiji iuos3 isa/A aqi uios3 k` o € Gl2 Cj q � anuanV ui6i qpoN anuanV as 6L q�nos 3als ut>ye1 isa �a� a y+l zlg ute lsa� x � .4 0 z EMOM IMEMEN, ls;)A\alp ulold tpnoS aip tuoj_q iq)joN aiql uxojj UOT .Hlq.:).f i ol ss;)oDV qinoS anuaAV T61 TJO ;)nuz)AV LP61 TION 9 � 0 � 00 0 o H N bA Go Ln V u1 W O o 00 V rl: N N to O: O tf1 O Gb ; O O O O O O O O O O O O O N Cq CYr a l� N �t1 M � l� N �Y 00 .-� M O Cr (n vi O o Cl o6o o 0 0 0 o o o 0 4 p O p O J O \ � � c0 CDr. m V� a O O O Q w + a t/j3* n � o �r d o c� cli o 0 r ✓ �, Lam.+.*?' 010 M N N : O 00 Cl r ,-� - O M M O •. rn � Nf ' n oo N N o r r Ki N o o o' o o m o N W rq y � W oll NY, GO GGN N N M end M cF O O N O t r� 5 Oen N . N 04 . � I� '7'' 4�G �t [� <t• O <t d•• in N <-+ O m O O H O O S+7 cn cd C N M y ;0oo Cq ZUQ r M o O �N N 7 rME W u Cq {� Z c, z s 0 rcr% r �r N O O V' .-+ O O O O --� B a) O O �i'�» t O p.� a t a_ U N :.. M rt M.' N O cG M. ' x W � i Z c p H N - O o O O O O O o ` 0co Ne ca ,, Q v w o a, p C o Issa aqi uioig v o o H ro quom aql mold gino5 aqj uiosj jsa�aqi uiozg u o �, •„ U .. q � �. ssaaa�.�ajssag ;?„ q w ca v anuae�T q}6i quoN anuan�T q;6i gasoj� �ssaIItsng ssaaa�r uogpq�l T' V cn z 00 � o � o O rM O N - M O O O O to N O to OSh W it1 G1 - v'� It O c0 N �t O M O O O O O ' O O O O O O O : O O: O O ARM !� O ` N c0 07 .�-� _ .�-� co O M .-� M O: O rs oo �& s N M K1 r- r- L to oo .: to -.0 CT N o1 N oo N r`C N "I- It O V O O M1 o \ \ \ o o \ o \ o 0 0 \ a N u en M'� O 0r"0 O 00 N �n p N p : oo oo'r? 000 oo ON \0 O O O It G1 C, C N \. ` M H ti N N ,� .--i N .-+ O r oo Z O O N \0 O N in O V' O '. M O W s N .N N wCq u ''''' N Gr N M t- ref 4� rn O N O O N : N Syr lip O � O rf , O clq rn O Z o fir: <, YN N q oo z P 1 p d M N N N M 't Lr�l CD t-- O .-+ d Ln O a g ew D Sys "•' ' N O O M chi -oo : rn [� N O \D O O O *-+ O N N N 4 G, 00 V7 M - O N -i N en O - o\ .-� rr O It O � w o 0 N N p U ut,,^ IS F r N Y N V N \o M O O Ln O O O O O §s' Nk 481 c% rn M :r- O M M O G1 O O O rn O 'Cr7 'o —, o _ z am a af � c3 0 v bo Is>ra aql uzos� ci*2 o p 0 H * fro a 1 uTos lno a uios mz: a N u 3 u S � 3 IsaIA alp uzoi3 0 U +� c7 ssaao sa ssa1°? a° ` anuan��6i�I�ToI�I anuan��6I tt�ToN I 2I ssaaav uotTttg 0 0 ca d /ssautsng 0 __, z 00 o N al � bA � faw Nl 00 O d' G1 d' .n N C, c0 M tI1 cq 14 v1 M V' d' U1 c1 .G1 O 0.' O O O 0.. O C) O O F. M en .-� CO oo M en oo Cll O oo N ao cq N N o0 O a0 - V' N c C1 O N N o0 G1 W N h V) 7 rh <f ' e-+ !` ' O cV O O O Otn . 0Ln O N o�p In Mom, VJ }sue N M GO cV �: cV NIA. N .�, N '.N MCh Z wr' �ry iJ I` O r'�., M N co O — oo M N lam N oo N N (1] ,--i .-+ ch M Z W A N O O N V d' L+1 N O O M � M CT ul - Ki K} s a� M 00o o N C, M m o o �, n M +n Ln Gti a b o o o a ZZ 19 O O O h, O M M rh M M N N M Y" u7 N G1 :N d' M: M N �' an Lf) u.--i d' 1 N N, C ..N CN L 0 n ice,. ON t- ti -+ dam' d' [�_ d' N N Ln: r- _ - o0 M on In L M e-+ hl � in ra d' O N M N It oo M 0 Z cl v "C1 v 0 o p h a H a H a G a H �: G a .H P4 v W .0 NC A o y o o (-+ � ' g3joK aql uiozg q�no5 a>h uzos3 lse�aq�uioz� �sa�aq�uioi� o j anuaAV T61 quo�I anuanF� 6L q�To j� 3aasl5 Il�ag lsa� owlsneag 3sa� H a cl A V Id c z 00 � o r o a� N N V' N L.n V 00 .-+ : r to O .-+ 00 M 00 u't 0 O O O.: O O O O O O GO O : O Q Cl O xC 'tl C M G - r o c\ 't r- o, o n o r F N 00 N M O It N - M M e-� .-� : V' 4'; - •<1• N x`SV'L t N 00 O �--� M ON : V O 00 N M W: Ln 00 00 e-i Z-) �o C 00 G� vt M �t O It00 I k O O N N O s rif ri )/1 G1 O 0 \ 00 Ni' M -O r '�t. O to,: tV d to N N rri M en N Gi �a fi3 Y -, N m r : M :M M r 00 ON cn e}• V' N r d' M Le) v N : \0 r- r ct• M to - N C, 00. Lr) N x y �..i 0' 5W � ; 00 y 3�a.m rh O G, 00G� 'd- •-� N O 00 N Cq Cq In Cq en N 00 it O 00 M Ln OD N to N r M M M M CDir) 71 O r u CM ; Clq o GLn M �n r N N n C� N G1 _£` :SI`. .-� O Z n N It onN r c\ N tod N ` s> 71 00 N O ran Ln M �h O O CO Ln d M xp C N N rr M if) .-i r m r N N M tN-+ ti- d• � C �x 0 7 a H x a H x a H x a 1-4 x c a v �-! 0 orAj o F o IMON aqI uoid lginoS a 1 uios3 Ise a I mos Isa�1a I ulos " 0V v i v anuanV T61 TJoN anuaAV T6Z TJON IaaxlS IleaB Isar 1aaxlS lleaS Isom x Q 0 0 Ucnat c e � aA ,ss 0 a r i z 00 o � o r, N b0 cq o M o O r M oo oo r Ln V' o V : M M ''CT �n n N Ln Ln V v � r � r` <1 O r oo r W 0 O O. O O: O O. Cl O O 0 : O C) O O : O O GO N coc0 „My r N N r O Lr) M < r o 0 0 0 0 o o V o o V Ao -o o o 0 0 0 0 0 0 o Ijy K' V O -. N r .-+ : oo .-a c0 v1 N may. . O r` M r :C+ oo oo C\ M N r o0 C1 W N .may " o o c o C 0 . N oo M � u e-+ � ': r r O.. V' V^_ G1 G1 N... o oo �t vl r o r O '.? H1 CN d' M �„� oo G, rF \0 C, N o r o6 O cn to N V^ M ". V, c, ti O W N N C, r r oo O o z M N O N N N N Ln r r H Cq 0 r ' C y ,ter r+f. O O ON C .0 op y v C co i o � Cl O " Gt;. Z O s O O N .+ O O Ln N N It O L1 x , 4 o Wsk, N o O o d' N 7 N oo of .-• r O oo Z N 5 U 0 p , N o N o co c, ,-� r+ o � v, o emu= U w ,�._ .0 o O CDM CDM M O O O M CDs �.r p z u O f3a zf 71 Ll v . m p p xk.` i a E-+. �i �. � F-.i. 0.i �.. a H pl+ r-a H 0.i p v 0 aw o ` p� o a p Q �S p � £7 '� '3�7 .ti .y �. Np 0 E-t m quoN aqi Luoi3 glnos ag1 Luoa3 lseg axp sos3 lsaAX age uioi3 0 ; c`l t 0 anuany q;oZ gpoN anuanV gioZ quoN 1aa3js guaq isaAX laasjs lluag isa� Q aAuvl z 00 � o � o N aQ tf1 r d� O oo - O to .-i 0 co in 0o d' d• M O r e-+ O Lq r r r \? n M Ln t� co a r O o 0 0 0 o 0 0 0 0 0 0 0 0 o o o az; - ah N r N G1 � N r N : M \0 ,M-i r •y' r �.n 0 t. UgR a o 0 0 0 o o o o .� ws<. M O I-- rV r M r N GQ r d• _ Lr) N. t-� tf') M m Lr) C, oo 00 M N d• V N fit CT ° C, r ° o- 6 N : O co t- t- cV en "I- C, .-+ 4 : N in \j N M e-� d' N :e-� 'et• s-� I N to a-� i[t ' M Z N rvi .: cn re) t. M :V^ H u•f 00 .-� M oo \ tIt - # - � .-,•i r mot• : .-r M �i- .-� N ,...A Z INS 00 y ME, N r e0 In r M H O ti - O 00 eke; M m O ', o o va ZC O y er r+ r+ u1 .N-� .N-� N G� : V N V .-� O eM-F M �.""'�.,; N P r " N '' b ? o Z Nk M vl 0 Y'k � Zi '`" ' O M "' N N N 0O ti N •-� •--� Lr)Cq MN O N : H N oo 1.0 N 1-0 a M O -� t�-r co z - In 00 oo Ln n 03 Q c 04 O vc o H„ qR v q4to a tuoxd no a tuoz3 Ise atP uos3 lsa a l tuoi3U b0 o o anuaAV tpoZ gltoN anuaAV gjoZ quoN 1aarls ttuaq lsaA\ laasls Haag isam I �+ Q O d, z Wl \NEWEE. INEEME 1%, INN NINO logo NINO NINO NINO NINO NINO NINO 11111111 mill NINO mill NINO mill I NINO mill NINO mill MINIM mEMEM MEMEM" MEMEMESS ml l moll �loll loll o ��NINOlolao � e oil loll oao gillmom ae0 , nme 0 �=wz,&D, Iloilo 1111111111 0 90� 0 1000 ,� �01 � 9 0 0000 0 00 ' mill 0 � 00 �11111 0� 0 ESEEN ME ME ME N INEEN ' son OUN on I m ----- ------ 11HENEEN � 0 0, � oe mo IN 1111111 oIloilo I I IN Iloilo Ora 11 I� APPENDIX B TRIP GENERATION DATA . 5r MORRISON MMERLE,INC. An Employee-Owned Company N o - o N N � a O co ' r �Kr.z u v Q /� zvCl x -1 N C, v v v F " , w a "� °� a ac > 'B O O 7 co uNi O 10 N N u � � u Al- Qy ?" It V N ry � y Ril Cq JR i •� •u q C C O C C M ON 00In In 00 UN I'D In J i' s r q '� q C: v •Fy _ O °O e ea U O MR CD I H II ev�u y q II u V d Z C1 V" o ?4 a- o d 0 w !-I .0 Blu w z� Eq} v U q �! v U y � x r; q q � q C 'o❑ ,y c r a' U -r4 FA W W o W w R vR Q Y� 00 •b u c z 00 C) Cd Cd .0i bz ed Cd co Ln 00 IN Ln 10 4 4.1 cs cd od t's cN 'D cd co IL CO 11 ]1 H E, >4 uo lu O. cr, cl v ea i v, C) o o lb q u r cl 0' 0 :J lo 0 0 el ej r, a Q) 00 ' F O � � 7 CD H d Z 77-' z , o 0p, 0 F�1 4^ t*�4 O O O ash I�1 �� �S M•1 Y s tom. Y 00 tV . In a, �R M I�1 y d o Zfig w v v E a o ?: m o o z W � y� W CL 3 r g n i z 00 N O \ o r N bP. M T/ H N U7 V4 Mz � oo p <: o N q G ��i v u W U U W M N N kfi-' V V V C U y Im o n n 4, U U v � � 4 1 7Soo ~ o A cd k iFJI^w, 3 Jnii 'z � a7. p 1 � O Y" .G ZfW a? R ❑ a y 4 s d n 41 zr It u u a u n °o v v cL II J� 4Y y r� � •3 � � L o � � o r v `a .� W W o W "� v o r !Yl O w w v a� fir ' a F E F o H o 0o v v v C co oo oo C b v v v 4i 5 z co CD C\l CD (U Cd c. P. 00 E O 2 Z C, 9j u U 0 2 r li u li u u u u u u u u bz bz br be a bG tz v r —M c, u u u u V u u v v U U E4 U Ga -w -u El o 9 A 4 4 74 zo) Cl ZD V E :D I -L, M -o M 4S 11 R ed -lb ij u w u u go M r- co co, LL ci a oc) P-4 P. P. P. ca m U, lu u 4j u > rj ci CL o id eti a4 ID c;N \o tc C) c) v O v e x O O y O u u" c: 1:1 It W Wv W v W W Qj Wu —1 U _Q Q oo m '7� m cc v v c\ r I LT 0 m 1 -x 4 LZ "d IV t z N o \ N U �� \ N 1n O 63 oo AS k q * q A o N N w II w II w II L ^4 ! U V U V 0� 0 AINn W or a G a s - N W ^ Q W ^ C W q o 0 o oo I 116 ofME W t6 � a' 49 Uw G °' w G c7 aqi v c u = Y C7 _ i 7 V " , oo N 6 T 6 5 m + 6 S as Z E s - II II cl II II ti �i II II �y al, O v v N u F >C m V DS o f >S 1 E Caw r� V Y11N cr P.ANN G W v z w N O N k O G U U iti ea iti v; ro '�c I�L O O 00 v i G! Q1 g" lu � Q b o u - M�y�_ Go Oo C\ bC w W M N W z cli 00 C) cc) 00 19 ggC cz 0 0 0 0 0 0 u U u w w M tc bz bz tz bC CC "o bC Cd a V O CD C, CD 'o rq u z u u u u m a M C q "R QJ m W, wr WC: CL u c:w CN o6 00 >1 C'4 u C\ u C) I C\ ed u II u t u c, 41 r u r. 79 ZZ C, ea cr O 0 u o 0 o o u a 75 r 0 -Ell 4) ;z 0 00 v W v v u N C, u u di u 41 ;> D q ;> LT Cd 34 -x 0 z o � o ry N y ? M cl �< p•1 � .. (11 lf1 to 7 l �-1 N u'� V u a A? a ,'A"� �. 1.� W a R M N N c�'tst cq co tti N � ep 7 L c rc,; •7 co 10 cli t � Ln n r E 0 q Lr v E cl U" p a ESN` w cl, 4t i5t o o i v r i ai �j C7 U' -u _ � [J n � ��• C7 as v p F H lo r� u 5 > Q C C. V G r til a �a p � F3 � z 00 o t W n WN W ut u1 y o � y� N U r N p o W W N - O u v w W id a F v m v v H Q U o W 0 N O b z b � "t, Q v a x o 0 W ed L� q Cl M o O O N v H W er N O O N +0. Q Q Q Q w o o e o v O\ C N It G, W W � O � o � In 10 q W q N v b v 44 ems. rn U ate. InN M M V' W ~O A a (r N N It N Q N OMLi E"I q w O o ice,, g 0 0 N c�Y W W F K v u co a � O o H CD N " 'r m H € L d N M _r N � C-. H N 5 _ O (n U L0 co M N p G 0 0 A F " " r O a Cq G a F" � WWE G y w w z o ti \ W M u \ u 7 (Y 00 � 014 z q h x 2 v � u .0 w q v q a, U a r �y R1 M ✓ �y V' r cn z u e � MLi e e wWFe CD w x e N M r �• a W cV , U N Q V w u (� N 00IN v u O w v o En w W � N b b H. H z u e 'o r o ° C ° n S( N N �-h O O N 1 O N M P+ al ON M rf' A Y G1 U W C a Cn o ¢ v , 4 1� N N r,1, x 'n G 4 OD) W I NTI o� H / a 0 o � C F 0 0o q ] 7 0 0 g O N W �j :; y fd u o Q z 1 � w 0 w ooLn , _ ` r APPENDIX C CAPACITY AND LEVEL OF SERVICE ANALYSES: ExiSTING CONDITIONS f � j MORRISON AA, MAIERLE,iNc. An Employee-Owned Company it to it U) 0 -ad r loll 4�-M it 4, lE di F 1 0 1 11, rl 101,Jll go, 1�it kgJ� l o ul- All, M, 4 IR CE Lo t�411, "04 m O-D, Is eg, 4,4 am IN it im rq L7M, rq LM I-C Ln_ Oil (9 0—6 p ;44-d al 0, N A rig., ci rq 6 41c LIE' w c I I-J FA za I N m¢ O°�i O O � - > UOPiN�N _ t➢O Ol O J O Cl Z °zw z n 3 t NE c c m us,o m n m J Nv m O ao J O o °Y o dcc o O in U m a O o a v 0 N } eh ... .-O N O J L J N h O O .- m V O O U w > (oZi m a'm lour v> N O o Q a ti�and t2 t 'O o 0 c Q o v y°2 O c Z C I� C m - O 1 U m C m I¢ .� a¢ c c L 'C E m E ° E o o o m - z 76 N¢ > j 2 m > j o p N m N 2d�' d N ° m °T ~ m m N °� °LL- ¢ C m m 01 a .2:E.! > >s �.� u a U � c N c m ���z o u � � V CI c m e 'o m N m o ° a� o m r m o - o> o d o `m m H m o a n o m �n o O a y a n Wig w 5 5 a a ¢ 7 x�m m u_ ¢ J O J a N C m¢O I 0 0Ic ¢ n 0 p O O O m N O O m °� Z m J dd- 'c o `m t In O N ^ m CL O m 0 N L O 9 _ V E 1° U a m a LO ¢ O1 N o ni m of m Nis O W 3 U_ C . :Q O m fn Ft E N Ot9 m z O O Z U � EL v a OLi o p O N O s m m 0 0 Q .93 at y Z W m c o Q o — O U m l0 ti cc W o U o N =LL u �m m a= ax . o o L N c 000 E ° n� > m LLL3 a� 4n W LLL3 m m a c o ur m �31 O o LL x r c b E E o LL = a m c O u EETL7 0 TLU ` L OU ` Q o OL> N o - Na> as m m e o °°1 N n o o d o ur `m F m o m o w a o `m �- �n o p n N a s o a`w a=>a ¢ J ax?a a u ¢ J o S J J '0i P wl C g g 11 u W u I. Q, 0 ON gg' 1"�' 0 '05 llw o i 4 it S N R C5 ,g p 77� IMg it �o I r HN llll� , PS 1. M ti it Hwi"!7777 hv�rq t �H Ni rq,, owo ',E rq sol g N 0 "All 4C Ln 0 I tt IRRI` ci F, gv N ITUfxtic 7-3 R IN INN 11 N g IM, EAR, !"M -11" ?T �.p y T rR all NOdL k 0 m I 11,mp m , ag N my,q ft� og "Al R, 011 I'll" I < Ogg Mi g"'! 'I g Hi(D," ggg W, g� I g t Al 1"ll "M " IS D p- 0 pgz, A 'i 0 RN V IRA I ' 'Mm 0� ip-g RMA IRS 1� M �gy S�l zfz 4i 6�g I'x M" g,®R '-g 0,- h': 'a ! I'M, Y Rll' i P�l 11 gg, 6 RSR '-X m RM 41, it M' W" rA tn T, RN IN A z" W C' q'- N C3 16 a11,(t- 0 77 o mod?311, l 00 1 Al 6 ii 5151,11 61 0 �zg .0 MEN II ix 0 if 0 "g Ell' TIH- cm �°N NN O m 0 J 1p m ymw nr� trn � m°j 3 Q g p N N m Q CD a J E a p m " c e � O 8 N $ Q U O'N N U� Q °lvR U Q h C U N E - _ N d y Oj d v d N a v 0 m y 3 "> t t J a a 2 E g@ 3 y d 2�nw ,d V 9 L ' c E FE = 2 - 000U y Q - _ .�> t� r t > > - E E t — iE E E E a O h a L ' � 6 0 0 0 N J N ^ Q iGnm$ °r N °Fry 0 0 ¢ p m c ry ^ N - Q m � Q � ° m o ° � - a 3 J p N' O ._ N O N O N 3 J p J O O 0 6 6 0 •- O t'i O?cs N "a Lo ° m U 2 `2 N a � v W Z L v n Q o(ovv A F O B ri Q rn W N �'J O bj O _ in v N C an d 3 A t m -17 O pSo c d 2 o E E 2 o E E i = ¢ ' 7 E m b - p}�1- - 0 2 3 = o N - t A T O - U N O h T O O O N �o 0 O V L ^ q Q1 m .�Oil 4`F"of O k C rn W O H p to 2 O a J p O O a O J O O O O _ a = N m= p c o v� E w ° m am .I O U Yai O o � a 0 C O Q OOi O I O O O� Q Off O O O Z O o U mo a > > v o c Imonm I- o O o Z O o 0 Q y # w Z u m a � �� �W ❑ m 3 v 3 SNNm E f W fn m o 0 o m o - m Q r w m - ° Umo m =ct d =cc m L E o c3.6 m a `m p .. c E o � m om mo m p y m a^mm m m iu > v s " m > m m m C E E $�O O ALL❑ m m o c m �LLcc m E '- o m rn t = m U o d o'- m c > ` m 3 m m m 3 m n m m m ❑ J a H O m- G1 y m > 'o u°. _ �- E m > o LL S C7 d rn c `� d u m o m 'm ❑ c=i c'ci a m y v E m 2�„= c c r o m y E m= c c N m o m Em - aCi .c ° > >m E.`c 2 v U c m c m o s o o m N U c m a y c E c y a a s+ a`w c d m o o a t'a m ~ ° ° 'o mom m m m ¢ m o a g m ° w o O iL U d rn N N n y N C co mimeo N o orc N mo O N o -Q: O y � m O u L O 4] m c c m o m 2 0 0 ❑ E O c Y =' k N � ft W o m o 0 O O E m y, a o J O c o Y o ,vmi s 0° O G - m o o 1 d oC H h wa m r�CL m z F N m -m o a ro p o o m [L m o 0 0 0 2 Z '- `c5c cs o o O o U o i N Q m N w Z u m a a m 3 mom E ;��vy mmm N m w ° c Is 0 0 0 o ^ Q y Sc W 'O O m C C c° w s C U m c N LL K N. 2 m s is o 3 H a a o P Em o .. c E ad m om me m r ` v a m m 0 > J w E m ._ m Q p .c m C o o E m U c > m s m O o U H > > o S cm c > > 0 2 C7 n °' c m s c c _s m ❑ J o fi d m ❑ m m N y m p LL ^ H c E ^ m o u. ¢ c p o rn o m m ❑ u y o°. m m U E m 2 c c m o m t° m= r s c c .° i m Em - _... OC) c m m c o m d y ,°, a o m s 'v U c a _°c > >m 5.c m m o m Q o.c o � C3 we °a2>a ZF m � pO❑ °a2>aa � ~ m ° po � m ° no aNn 3 APPENDIX D CAPACITY AND LEVEL OF SERVICE ANALYSES: ESTIMATED 2012 NON-SITE TRAFFIC MORMON MMERLE,ivc. An Employee-Owned Company Ix O g,0 aNE,- ti VA,tl- N ?4Nr trij me H Im Ng., CO, r, pp I u CL C! 5 IS vise Ln,�, aq t Nt A c6i 0 N E cil- al Ol" Sol 115 N" m c; gi Jj 7-T 4H JEU-, C' k, Ln 00 0 0 ID 0 0 0 1P OP,- v tf in AW. co I a, rn It OM So', M-1 OF, U 0 oil 1 On 6 ACT O N J1 kfi v Ln lu a C N O p N p c os o 0 m N m 9 Z O F O m O - ii ' o D a a W c� N O moF-E mo ^ o J o u m ¢ 0 3 _m L N p Q Z p � � O •�J O J �m � O O O a .6 O O L U C a p p ^ m 0 O > N E c w z o O c 2 ¢ 3 u Q . .- U US O?a N¢o O O p C m¢ p OOj o O 0 0 F- N m m r a ^o F- o Z - 3 n O - o U o d 1O O a o - (! noNF-�api N F-.- moon F- om o o 2 0 ._a O O o cos u N N = o o m HE E a � W O J O O N E E t 7 O O ti�m a m 2 t 'O ^'r � L c o Q J C >m C n - a U Co y =¢ N =¢ l0 0 U m N a 2 s a S t 2 H C o o ir y F m m n u ClE o > o o x C7 n rn m O u c c > J u u 0 C u u LL u ?ro v N E =LL o m o o N E E?�',c u u m o z " - o E U 0 0 d C O N CO C N m 0 O m =UI Ol F- (O o a` a o> ¢ a a u. ¢ O u a D N J C O ¢O m O 0 0¢ N ¢ n N O O O O 0 m a m 2 m� 0 U) m` Is m¢mm O p¢ m ¢ om o 0 0 0 o in O o U o a o O c F o UI _ � .00NV-�00] m N F-.- nm F- oopi } 1� � O O �➢ "' O J L a J � O O y m O O h O Q p Z W U 0 N � _ >o h C >N G O O U t W N a t a U¢ a c p O p C w o N N t h j �J O m0 O N ^J n J O O N M C O Q m Z C m - O U m c w LL¢ LL¢ t t o a U O N S LL u S LL U t N n m a) E m o w ° s ' > CmC mUou taE OJua Q10 A E o o m u c F- 0 oax mm 2y yN aw et.n i 4 p ?m �t0 m a vt vo 777 15 z Ss' w r+ ra o77 OD Ato WNW €N ,i U V7 1D Nr, �€ U??" ,.II r of ti S of k t }r{ 00 N r� E€ im Vill", .. .......... �tk = INN ti d s" O 'P�i m r S3 N ccS, LR 3" a£r s rc itm �'7£ cG aw+ ;xrn m ti C� " ?ofilil H Co E1Yk m€ IN C t-� t N��T€+1t f '.e m; �aYt a rmN rv: ;wrl ry K ol moral n o `oh.. <'o 6. 3 # I II M 3tlY pSt oE, dpp 2L z �Et } IIj Ir o c � L, APPENDIX E CAPACITY AND LEVEL OF SERVICE ANALYSES: ESTIMATED 2012 TOTAL TRAFFIC -J MORRISON AAi MAIERLE,INC. An Employee-Owned Company a Ln 0 II Of Q-1 II ro 9L cv; 10 ME 14f, rl lu (D ob 3ui mi LD r a RR Ma �SRd I 1"F, If 8, -1 I'D Ll �glm IN lll� 1IS ul 0. II co W u CL ga, > 4 Ln ZN rj C-W roo CL Ln NO 10 qi mc M2 6%OCRZ, "AN l(A)" ,T+ F4 liu m""q a U N m m' N lL 5 3 z�C)w" t N m r V J T N I N � � w L G > O `c v a cc _ N w o^ m¢o o 0 0 m ¢ N m N o 0 0 Z c O - Is Lug U � d o 0 } Is O L J N to 0 o N m Q # Z W 'a 2 3�oz u N in F W O N t 7 ^J O R O ^ J ^ J O N O m l0 O C. E J N o N c o Q v z - v U m o N E �a o�� E om cc E O C o E w N 0- > i oLL 2 C7 a rn c m Q c o m m p L u C m �mm msm Lo pia >> CDc m m G � �y N m o o m O m m F m21 0 o w a >aS ¢ aS�a a Eo u° a N C Vim- m¢N OOj N 0 0 ddd m O 9 A m O D G C W d .0�^U m C .00 N I-N� N N I-.� �� F O OOi O O N 2 0 •-� t'I g m ti E s w o m m o J o 2u05 �W c to 3 QZo L m o N p o J p o o} ❑ � m m m o v 3 = C N U N O a t�J¢ 0 0 T ¢ �O N p O � N h N� N O o U o a o v O o G c (% = aNF�m m N I-.- am orn o O m Z o ^� o o v N h 0 N t 0 0 0 0 0 j m N Z W V N a >O 2 ? 3 0 0 0 u$ F N E F m Q - a W o a N,C p N J m m In r 7 0 mZ°t C J p 2 m Z 4 O U U o S u S LL t L N o �.� LL= z ¢.S _ c c > z E d o ..- E o` a > - 0 > L a � o rn m a O m a ami m m C m m N m m m y 1tl v] c E E tLL¢ m.H c dim¢ m o - °i m o o m m o in m_, m 3 m `� o > oLL S C7 ¢ c m O u m o z v u 0 y u m N -�u 2 aui v N rn m N E j? E. C > E p C cn a. n > tp N N m O O m O j m �O O O n n o. d W U.S LL ¢ J U d S>d d LL ¢ J J J �j a 11 r r f v i4 € o r w rg "p, IN r'a ➢ lOf�' ', E M y67 d1 f N E s1A'C s u + fy ern: %, a , �. '= o < e b: € F `€ ao �n JKM n t%F 00 r t N ZY N ry eW'.N N M'R yLY a. Nllb 11 4 f777 E rt Y 3r' E#;�'y; 7711� s' s x k, r ' a r E w lNk i € � a as z g ,p N (� theag '_M O W dR, -zNORz t iY 1101 co ' I II N SN co M. -11 '� NA ° 777 VY tDY tOs i'`9: eY`*f Ln rf o � i777, Qi 6.{$k—• Lam,,II ,� h4; '' �: 5 ice! aJ l a 0 0 L m _ _ m m°� 3 L m N z J 2 N j Q Nm O h m In 0 0 0 1, O N m-- ¢ CO J O N R]O V O h > ¢ EZ Lo a' _ _ N Q J d ¢b ¢m g O O g Z $ O B b Q O - N � L >' CL N b •- O N b n .� N.N- 0 n 3 - b m p 8 mo^ o 0 0 0 o "i d v d N J Q m N U w c b n y CIS O am Q a ^h U y m a 0 0 0 6 0 .� O n cn O N m y ° C 10 A 0l m C $ E > _ Q _ t O F - > = d _ _Sl E m ci c� ❑ zz'm d o c L� c.°'.. rJ' = P' > '" t � ` c o, 1° ,- o - - n a U D a - u t E E i° '9 E .� ❑ ¢ 2 b m m m := n _ - m .8 a m -� " ❑o E E 2 o L ¢ r>o a O - - IJ d p O ^ t _ _ O^t7 N O O � .- N O N c rom w a'-N ai- �j Q O m N Q N L N ri NIn c J N m z o v m m cr o N p sa N c cq O J J It, U� � b o m o 0 0 ^ E c ¢ 08A t E O R O N b 1� N N O a0i U W a Q Q 0 0 0 0 ._ O U1 0 Ili Is v 9 _ m a N _ V d E O =j c7 _ t ° O41 E .. i m ❑ m ci E ❑ - E E t E - ❑ ¢ ci ' j m - _ _ Z N ❑ - m _ n 0 All N O U U u r N O O ^ N U I N ¢ 0 '- Q m o o a o c C V- o m c o so o 'o in m � awf-Nm N N Fro t� F m O O tb 2 0 O �ti E 3dw" c } k N Q cc C IlJ p a J m O O O O J O O O rG' o m �^ O 'Q O a - m u C m u u m oCC 2 Fes- d m m ory c'�¢ m o 0 o m¢ m o o o p Z u 0 0 Z c o c a m p n O � ^ U e a o a (n O �N1- n m p m o)O C d R N Q m �m W Z V m O o�ms �j aEci m m m Q J m c w c a W B m LL O U m c l0 tl¢ m LL¢ ro _ - m azLL z E m o .. _ s m c"oim > L a J m w ro¢ > N G L ro/t > m ro m m C N c EE yN0 Od �w ro m o a �I� ro m co m 3 m m om vc tC _V t C m M. 0 m m c >E y❑ro-0� Q Oom LU mmc UOoNm2hVom o 2 u ro c0 s mv moo•o Uo L o fo m m m m o 5 0 L E U u a m y m N ¢ V N O O Q m Uu ¢N Opi �'1 O O k N cc ('l opj `1' N O cc 0 N h o m [p p cmi N u a a O c QC W p V J mpj O O O O J O O O O •' O .0 O fA E co J O w oo a o �n O C N u.y p N a p p Z U 0 0 2 z N c Z '- � c cow r O sa Y o U 1 2 O a O13 o c c a in O .Om N F-n N V N h.� d m H opi O O O Z O O O } In N S4' 'met #m Nw z° 03 a O 3os �j aci m m m _ �m•�aR m m m in �J m o 0 o n J rn o 0 o j c >� c mw o U m c W w¢ m w¢ m - m a u. o L t r -S s ❑ c m E o m m o m m o m o r > > c E E_ yN0 o m 2u°¢ ro m o m o UmF- � mo � � m mou' ~ m � m cpm > oW O ¢ p ay a n \ U APPENDix F IMPROVEMENT ANALYSES: EXISTING CONDITIONS w MORRISON A 1 MAIERLE,INC. An Employee-Owned Company .:-...wzY._Y'z ....< .xrn„L�ssr,J.. Sq 16 Phase L Phase 2 Phase 3 Phase 4 L 'G 7"..,� i2 y, ,eaa, §z m=m r man `.��,c. No th -----�' �4` ��r � �"" � s Y r - %'� ,%' ,zyy,� �^✓>v �<7x w.2 `3�.„'�" � "n � z v. >23' "o a ,. > Wo i i .,�r...,�,,,a;9..�„ rf M-uc.a,..f..; _�. „s,�. � a.,:r.o:�,�M,.m„ ��, `"�,.,m :.�W;.�,..._:<:.:�.,,..,.�.,��a.;. ,ate ,�x.. .u, "z,'��*.,,.....";.h c,✓`,x.a_:_'� ..,�z.>''.:.�.r^- .�.;�o.::":... �3 ,.,.._ G= 31.3" G= 6.0" G= -3.5" G= 20.2" IMMIX f � © E ;*rn" �mm' �#a (;� �S �;;~.^�, �y ,.�v+.�+yy s"v'�+ 4�y�rc»S �# `i,.''"y` `q*' M '"'"(t�.-"' "" �xS "i' a �l. i'L .'�3J ^ ...�A y 1..r c. .�,,.,..�>z.ar.4,'��,.a k ..�M ....�.,..,.w.�:5,, .,.,.w .. �'. ,.a,,:.,. 3�_.,,.;��:.> Off= 0.0% Off=50.4% Off=64.6% Off=65.4% >..z�.,u �,.�,,.,.,2,�,v ,..,,............:a�.:,��:a..;>.�a. 9 .�� �;,..mow:,.. .�r.�,a�.,.:'k,a.�..y��.,��.,�...,,✓,�<,..�,s�3��s.r.��.:.,*,. ,. ,�xan..�,.:ti ,�.,; a.. ,4'?;a.m,ezw.-.m � ., .,,,a.: C= 70 sec G= 54.0 sec = 77.1% Y=16.0 sec = 22.9% Ped= 0.0 sec = 0.0% NO_.'"�` :. LT 12/1 0.327 0.446 259 309 172 0.557 16.5 B 124 ft Ai 4�.. ,a�„ '����~ ?�+.�, �ri� .x�;f �4?�`��l m���i����iL��»�s ,�a''� ��..��;��� •, 5 �r.,,.... lJ�.. s; ��.,.,.. �� ��?`�; TH� 24/2 0.201� 0.446 15� 1• �$. 13��,��� y^ '1, . ,�ry � 4'�?cn '��.>i'��'e.?.SsY . �3.. +.1., � .5at�"'"�,.i _4.`� TH 24/2 0.253 0.289 918 1034 774 0.749 27.6 *�C^+ 355 ft .. 62 US- l.:z ,,,,"*..;.*,,.��7Ft .l� LT 24/2 0.094 0.094 482 529 481 0.909 34.8 *C 269 ft a :,,.„,. _l APPENDIX G IMPROVEMENT ANALYSES: ESTIMATED 2012 BACKGROUND CONDITIONS 441 MORRISON MAIERLE,INC. An Employee-Owned Company MINE MR fr *s, .r t """'r ' `+ar " 3`c 'a z� rz .n !"E:r ?ti `1<>• 1'r s s'z ` ,^s S�q 18 Phase 1 Phase 2 Phase 3 Phase 4 O-� `M s / i i {n � �� ya, w'.R R" ~; ..z�u'",�a � "r>� ,z�v '�,�- A` 6' `r"� .�r �`.s,._ � .,;; s�: " .ar.. %�.u..�,.. h., �R��`�,�< � '�"P`� ?:�s� .%'�'r r' ;•^r'�."� ,.,� t ray"`. �„��' �'�'" . '`�> �;-,:tyrova,� a3",�' s ,:''.z�y'r '.'��m''. �� m�;;.,. �.,a R, �..t ss �,.,4 =saS_,z a..z.__. ,k., � .,,,,,.'a^-_..._w�,`e,.m3:.xa�e..m,,»�,.rw sd^� .,-�,!�z.:.i»�,xt s,:.e.�:..w. .w,:',h..a.a.x s..�._�,.u.,,,�.A ,...::;e:, ..,,w�..ems .,,.,<..,b✓n ,.,w�.. North -----., 1 M,....M Scee..a..r�"h.,::wz��E.s�/^S`,,.,c.�����.,?�,..�>•..i�*f!e�-'�.,�� �s`�: �ja1 � ��� Z � �-`.'✓�����t�'s �::..,as�.� w�pn.:,�� Lt"'� �'�./ �! � ,,.,v.,,...n...ro,...._� .e e,.s.+....< ...... s...b-.,.v �..,»e Aka�ise...:b.,�,e. �,, ,':,r•. G= 35.8" G= 8.4" G= 8.8" G= 6.0" Off= 0.0% Off=53.1% Off=69.7% Off=86.7% C= 75 sec G= 59.0 sec = 78.7% Y=16.0 sec = 21.3% Ped= 0.0 sec = 0.0% 10 t LT 12j1 Q 361 0.478 266 316 183 0.579 16.8 B 139 ft 5� �`yR,s,x�.���',.�;_�„ .�xf,N,<., �'L. _'�:,'i2�?„s?�5 s.,�t"'7.. .a:v`���o*.n'..'�'T„:F.Y;,, z.. a'�nu�tfi,� ,3?�",..w ,. ,"e'., s,+:.v�.,'*_s:::T r ,:;k rF?.'>c,3.,' �:xr. ✓;�,,,r,...��':: .r . s<a wl m xku ,.J rr TH 24/2 0.217 0.478 1649 1694 632 0.373 12.6 B+ 204 ft y IN w'z .���. .;r r.:r 3 e�; `-j aw� p�'� ��r�. ��� a�7�..s^�,..;;� � ,..aF,✓x��� a ,,.n,�,a �:e:J,.�. .Lrxtu:„�'� ��..�++n..,'': TH 24/2 0.272 0.282 870 1011 828 0.819 32.5 *C 429 ft LT 0.080 0.080 517 651 515 0.791 34.9 *C 269 ft .. ama..o..,.:...,�;..�,... '»a,�..,�m_.,.v<.. .,.. ..r_„v a ..x; �d.',�:....Au`s' ...,�°"..r...? ....x.,Y�s :%,,.,.,,:,,- �.,+.>,��.�> ,�,r✓ ..r..=k�,R a33h:�..;. .:.,�._:.,,,.,,..,.,, .,....._...,. APPENDIX H IMPROVEMENT ANALYSES: ESTIMATED 2012 TOTAL TRAFFIC CONDITIONS MORRISON 'AdAij MMERLE,INC. . An Employee-Owned Company 111 ;max. - e ass xr �s. rr-'rs. - ,F�;:: �"r'1*' "``•,, f Y�Z 4 kY (' .< ,:x„<., ,.,�..?. Sc� 88 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 r r a ,... a,>,..,. .�� r.��.gar '?.&.,,,.�r>s�,z�tts.; .,,.stirs ,.�.�,��.�... ,.,�.a;:✓�. ,n?„��-_�.��,...g., w,�.�.,. .ms,-�.: _ ., s., .�. — x.� ,.a� � eE Mill 's xN rxihJ'� 1 i G= 12.7" G= 8.5" G= 6.0" G= 8.4" G= 9.0" G= 6.3" x � ��� � ,r; a �. a }�y:.�. Yl.xx�.: .�.,.* ,;.b,� 'ax , Ys w !l r�'t hsrA r If r h;. ���*.'.z>..`''.�� x t� .,.� tl} .sas°i�`"i„�'�,�a.,,�s.�...�'�,zd;�tf '.��`H'�. �J{�.,,,.<s:.��,��t�. '`-s�"�..�,�., „r.�+,�;.�:^?v .., Off= 0.0% Off=22.3% � Off=39.0% Off=52.3% Off=68.9% Off=86.2% ,z 1 11 ,Z''r�.'K'°% sue.,e ' r r '""^9— "I�'3 „ S .a. 'r w>' .rm m.Q>a>,�awrx. :x:r...as>. i�a.`-.,...Q, ,,,>,,,# ., .&s...o., :.:,. ...: ,.. "�,.,wiH C= 75 sec G= 51.0 sec = 68.0% Y=24.0 sec = 32.0% Ped= 0.0 sec = 0.0% IN a LT 12/1 0.170 0.170 202 296 201 0.672 35.0 *C 195 ft MINOR „,r C'4 "� i ,,,�^ '^xce a �,�:,t"�r� � $ �..� a a x k'2��m r� V"�`r"WIN,7Y" ax�:�,,.� ` ������r'" «� .: �, "� \;r4- �a ,� x ,;� � r� `z` _�" C"+4,.'�,^,x �^ •r,�. �> �e ,�^� ,'yr L3t',c :s�7 �. TH 24f 2 0.220 0.247 746 876 640 0.731 29.1 C 313 ft w.,:>.. .�.,'., L3+r TH 24/2 0 272 0 286 885 1024 828 0 809 31.8 *C 424 ft „�.... jT��.:.... .:sCBlida s� h +IJ F't,`.:, ":. �„�e�.�..s,. �. 3 LT 24/2 0.084 0.084 533 666 532 0.799 34.9 *C 278 ft ;��',.x� �.x.a.:�.x� APPENDIX I QUEUING ANALYSIS Al, MORRISON AA, A MMERLE,INC. An Employee-Owned Company M/M/N QUEUING FOR: CVS/pharmacy-Bozeman,Montana Drive-Through Analysis BY: Morrison-Maierle,Inc. DATE: 8/18/08 INPUT DATA FOR PEAK HOUR: Average Vehicle Arrival Rate,A= 20 Vehicles/Hr. Average Service Time,t= 2.000 Minutes Number of Departure Channels,N= 1 CALCULATED PARAMETERS: Arrival Rate(Lambda),2,=A/60= 0.33 Veh/Min Service Rate(Mu), µ= 1/t= 0.50 Veh/Min Traffic Intensity Term,p=X/µ(Lambda/Mu)= 0.67 Utilization Factor,p/N= 0.67 (must be<1.0) Probability of having no vehicles in the system,Po= 0.27 PROBABILITY TABLES: P(X=n) P(X<=n) P( 0 ) 27.27% 27.27% P( 1 ) 18.18% 45.45% P( 2 ) 12.12% 57.58% P( 3 ) 8.08% 65.66% P( 4 ) 5.39% 71.04% P( 5 ) 3.59% 74.64% P( 6 ) 2.39% 77.03% P( 7 ) 1.60% 78.63% P( 8 ) 1.06% 79.69% P( 9 ) 0.71% 80.40% P( 10 ) 0.47% 80.87% P( 11 ) 0.32% 81.19% P( 12 } 0.21% 81.40% P( 13 } 0.14% 81.54% P( 14 ) 0.09% 81.63% P( 15 ) 0.06% 81.69% RESULTS: Average Length of Queue= 1.09 Vehicles Average Time Waiting in System= 3.27 Minutes Average Time Spent in System= 5.27 Minutes STORAGE LENGTHS: Minimum Acceptable= 22 Feet Minimum Design= 40 Feet Ideal Design= 50 Feet