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Transportation Impact AnalysisTransportation Impact Analysis _ South Meridian Center TIA Meridian, Idaho Prepared For: Hawkins Companies 855 Broad Street, Suite 300 Boise, Idaho 83702-7153 208.376.8522 Prepared By: Kittelson & Associates, Inc. 101 S. Capitol Boulevard, Suite 301 Boise, ID 83702 208.338.2683 Project Manager: Andy Daleiden, PE Project Team: Yuri Mereszczak and John Ringert, PE Project No. 9233.0 August 2008 x £fit E. d South Meridian Center Table of Contents August 2008 Table of Contents Section 1 Table of Contents................................................................ .....III ................ Section 2 List of Exhibits & Figures ..................... Section 3 List of Tables .............. Section 4 Executive Summary........... Section 5 Introduction ........... Section 6 Existing Conditions ........... Section 7 Transportation Impact Analysis .............. Section 8 Conclusions and Recommendations........... Section 9 References ........... �' Kittelson & Associates, Inc. South Meridian Center List of Exhibits & Figures List of Exhibits & Figures August 2008 Exhibit 1 Meridian Road (West Side) Deeded Access Points .......... Exhibit 2 Access Scenarios ........... Exhibit 3 Preferred Access Scenario Operational Benefits and Site Constraints ..................10 Exhibit 4 Recommended Mitigation Treatments for each of the Study Intersections ...........11 Figure 1Site Vicinity Map ........................14 ................................................................ Figure 2Proposed Development Plan....................15 ..................................................... Figure 3Year 2008 Existing Lane Configurations and Traffic Control Devices ...................20 Figure 4Year 2008 Existing Traffic Conditions, Weekday PM Peak Hour ..........................22 Figure SYear 2013 In -Process Traffic Volumes, Weekday PM Peak Hour.........................29 Figure 6Year 2013 Background Traffic Conditions, Weekday PM Peak Hour.....................30 Figure 7Year 2013 Access Scenarios........... Figure SYear 2013 Lane Configurations - Study Intersections (#1-#6) ............... Figure 9Estimated Trip Distribution Pattern ............. Figure 10Site-Generated Traffic - Off -Site Study Intersections, Weekday PM Peak Hour ..38 Figure 11A Site -Generated + Pass -By Traffic - Site Frontage Study Intersections - Access Scenario #1, Weekday PM Peak Hour 39 Figure 11B ...Site -Generated + Pass -By Traffic - Site Frontage Study Intersections - Access Scenario #2, Weekday PM Peak Hour .............................. Figure 11C ...Site -Generated + Pass -By Traffic - Site Frontage Study Intersections - Access Scenario #3, Weekday PM Peak Hour.......... Figure 11D... Site -Generated + Pass -By Traffic - Site Frontage Study Intersections - Access Scenario #4, Weekday PM Peak Hour ................ Figure 12Year 2013 Total Traffic Conditions - Off -Site Study Intersections, Weekday PM Peak Hour 43 Figure 13A . Year 2013 Total Traffic Conditions - Site Frontage Study Intersections - Access Scenario #1, Weekday PM Peak Hour...... Figure 13B.Year 2013 Total Traffic Conditions - Site Frontage Study Intersections -Access Scenario #2, Weekday PM Peak Hour...... _ .......45 Figure 13C . Year 2013 Total Traffic Conditions - Site Frontage Study Intersections - Access Scenario #3, Weekday PM Peak Hour.......... ...................... ............. Kittelson & Associates, Inc. iv South Meridian Center List of Exhibits & Figures August2008 Figure 13D.Year 2013 Total Traffic Conditions - Site Frontage Study Intersections - Access Scenario #4, Weekday PM Peak Hour ............. Figure 14Preferred Access Scenario Operational Benefits and Site Constraints................52 Figure 15Recommended Mitigations - Access Scenario #4, Lane Configurations and Traffic Control Devices ........... Kittelson & Associates, Inc. South Meridian Center List of Tables List of ., August2008 Table lExisting Transportation Facilities and Roadway Designations..............................18 Table 2Study Intersections Crash Summary (2002-2006) .............. Table 3Roadway Segment Crash Summary (2002-2006) .............. Table 4South Meridian Center Growth Rate Summary .......... Table SEstimated South Meridian Center Trip Generation ............ ......35 Table 6Traffic Operations Summary, Study Intersections #1-#4........... ........37 ................ Table 7Traffic Operations Summary, Site Access Points and Frontage Intersections .........48 Table 895th Percentile Queuing Analysis - Year 2013 Total Traffic Conditions, Weekday PM Peak Hour 51 Table 995th Percentile Queuing Analysis - Year 2013 Total Traffic Conditions, Weekday PM Peak Hour 54 Table 30Average Daily Traffic Link Volumes Summary Table 112030 ACHD Street Capacity Analysis Summary ............... Table 1295th Percentile Queuing Analysis - Year 2013 Total Traffic Conditions, Weekday PM Peak Hour 58 Table 13Year 2013 Total Traffic Conditions Left -Turn Lane Evaluation (Site Access Points) 59 Table 14Year 2013 Total Traffic Right -Turn Lane Evaluation (Site Access Points).............59 Kittelson & Associates, Inc. C. Section � Executive Summary South Meridian Center Executive Summary Fxecutive l August 2008 Hawkins Companies is proposing a mixed -use development called South Meridian Center on the mostly vacant 70-acre parcel of land located in the northwest corner of the Amity Road/Meridian Road (SH 69) intersection. The proposed development is planned to consist of approximately 443,000 square -feet of retail space, 37,000 square -feet of office space, and an estimated 32 single- family residences. The current zoning for this property is Rural -Urban Transition and the assumed build -out year is the year 2013. Access to the site is proposed via two access points on Harris Street, three access points on Meridian Road, and three access points on Amity Road. Eight deeded access points currently exist on the westerly side of Meridian Road, between Amity Road and Harris Street, of which, seven deeded access points are applicable to the subject property. Figure E1 illustrates the approximate locations of the deeded access points along this section of Meridian Road. Based on discussions with the Ada County Highway District (ACHD) and Idaho Transportation Department (ITD), several access scenarios were evaluated as part of this Transportation Impact Study (TIS) and are described below and within the report. Figure E2 illustrates the four access scenarios. — • Access Scenario #1— No access onto Meridian Road. • Access Scenario #2 — Two unsignalized right-in/right-out access points onto Meridian Road spaced approximately equidistant from each other and from the Harris Street and Amity Road intersections. • Access Scenario #3 — One unsignalized right-in/right-out/left-in access point between the one -quarter mile and one -eighth mile point to the north of the Amity Road/Meridian Road intersection. One unsignalized right-in/right-out access point approximately one -eighth mile south of the Harris Street/Meridian Road intersection • Access Scenario #4 — One unsignalized right-in/right-out access point approximately one - eighth mile north of the Amity Road/Meridian Road intersection. One unsignalized right- in/right-out/left-in access point approximately one -quarter mile north of the Amity Road/Meridian Road intersection. One unsignalized right-in/right-out access point approximately one -eighth mile south of the Harris Street/Meridian Road intersection. Access to the proposed development is also planned via Amity Road (3 access points) and Harris Street (2 access points). The westerly access on Amity Road will serve as a collector roadway (backage road) between the residential uses and mixed -use regional center. In addition to the access locations, the Harris Street/Meridian Road intersection was assumed to be a traffic signal under all of the access scenarios. The results of this study indicate that the proposed South Meridian Center can be constructed while maintaining acceptable traffic operations and safety at the study intersections, assuming provision of the recommended mitigation measures. The overall study findings and recommendations are summarized below. Kittelson & Associates, Inc. 2 I li � U f��-�w��J�`�/� � ;,�i �_�I •`gip Sld SS3��V 030330-l3:gel �no�fe7 �ezozsa�aw,t - wdgZ:B - 800E LZ6ny 6mp•8lOZ6!�EEZ61s6�/�s6mpNa�ua� ��eaay ue!pua{-y y!noS - EEZ61alJlo�d1�H South Meridian Center August2008 HARRIS ST HARRIS ST Rom_ R 1 #2 #1 1 #2 #1 #2 Al o Z Q cr Z 9 cr Q Q W Q W #1 A #3 #2 #1 #3l #2 #1 y Aj '. Aj cAMITY RD AMITY RD U h N C Q W .V 1 0 m U h m ' HARRIS ST #2 1#1 HARRIS ST R _ #2 #1 o #2 #2 Aj O Q 0 C Q p ir #3 A) a 3 a w W Q ir #1 � o A #1 Aj m AMITY RD m AMITY RD m a 0 0 O. i YEAR 2013 ACCESS SCENARIOS MERIDIAN, IDAHO KITTELSON & ASSOCIATES, INC. KTRANSPORTATION ENGINEERING / PLANNING South Meridian Center Executive Summary FINDINGS August 2008 Year 2008 Existing Conditions • All of the study intersections currently operate at acceptable levels of service during the weekday p.m. peak hour except for the Lake Hazel Road/Meridian Road intersection, which operates at a level -of -service "F" with a volume -to -capacity ratio greater than 1.0 for the critical westbound through movement. The following specific intersection improvements are needed to bring the intersection operations to an acceptable level -of -service "D." .. o The Meridian Road/Lake Hazel Road intersection is currently planned for signalization in the ACHD's CIP (CIP # INT207-67) and South Meridian Transportation Plan. A planning -level signal warrant analysis found that traffic signal warrants are met at this intersection. • A review of historical crash data at the study intersections and roadways revealed the following: o At the Meridian Road/Victory Road intersection, angle and rear -end type crashes were the majority of the reported 42 crashes. A traffic signal was installed at this intersection in 2006, which is expected to help reduce the number of angle crashes along with the total number of intersection crashes. o At the Meridian Road/Amity Road intersection, turning type crashes were the most prevalent of the 23 crashes (one fatality) being recorded at this intersection. o At the Meridian Road/Lake Hazel Road intersection, all but one of the 12 crashes were angle and turning -type crashes at this intersection, • The site frontage along Meridian Road has seven deeded access points between Amity Road and Harris Street. Year 2013 Background Traffic Conditions • The Cavanaugh Subdivision (Kastera Homes) was identified as the only approved development in the site vicinity. Traffic generated by this development was included in the traffic analyses as in -process traffic volumes. • The year 2013 background traffic conditions operational analysis shows that all study intersections, except the Victory Road/Meridian Road intersection, are forecast to operate at unacceptable levels of service and at volume -to -capacity ratios greater than 1.0 under all access scenarios. The following specific intersection improvements are needed to bring the intersection operations to an acceptable level -of -service "D." o The Meridian Road/Lake Hazel Road intersection is currently planned for signalization in the ACHD's CIP (CIP # INT207-67) and South Meridian Transportation Plan. This improvement is identified under existing traffic conditions. o The Harris Street/Meridian Road intersection is currently planned for signalization based on the development conditions from the Cavanaugh Subdivision project. Kittelson & Associates, Inc. 5 South Meridian Center Executive Summary August 2008 o A westbound right -turn lane and additional through lane are planned at the Amity Road/Meridian Road intersection as part of the ACHD CIP (CIP #RD207-8) and South Meridian Transportation Plan. o A single -lane roundabout or traffic signal (with exclusive left -turn lanes for each movement) is identified at the Linder Road/Amity Road intersection as part of the ACHD CIP (CIP #INT207-37) and South Meridian Transportation Plan. o A traffic signal with exclusive left -turn lanes is indentified at the Locust Grove Road/Amity Road intersection as part of the ACHD CIP (CIP #INT207-67) and South Meridian Transportation Plan. Proposed Development Plan • The proposed development is estimated to generate 13,415 net new trips each day; 1,330 net new trips (600 inbound, 730 outbound) are projected to occur during the weekday p.m. peak hour. Year 2013 Total Traffic Conditions • The year 2013 total traffic conditions operational analysis shows that all study intersections, except the Victory Road/Meridian Road intersection, are forecast to operate at unacceptable levels of service and at volume -to -capacity ratios greater than 1.0 under all access scenarios. o The same improvements identified at these five intersections under year 2013 background traffic conditions are needed under year 2013 total traffic conditions to bring the intersections to an acceptable level of service. o Additionally, at the Amity Road/Meridian Road intersection, a southbound right - turn lane with overlap phasing, an exclusive eastbound right -turn lane, and an additional eastbound left -turn lane to provide dual eastbound left -turn lanes are needed to bring the intersection to an acceptable level of service. • The year 2013 total traffic conditions operational analysis conducted at the site access points shows that all site access points, except Amity Access #2/Amity Road intersection (under Access Scenario #1 only) operate at acceptable levels of service under all access scenarios. Under Access Scenarios #2 through #4, the Amity Access #2/Amity Road intersection is projected to operate under capacity and at an acceptable level of service due to site traffic being able to exit the site via access points on Meridian Road, reducing the demand at this access. • Without the right-in/right-out access points on Meridian Road, the traffic operations fail at the Amity Access #2/Amity Road intersection. With right-in/right-out access points on Meridian Road, traffic operations are improved significantly at the access points along Amity Road and Harris Street. • Without the northbound left -in movement along Meridian Road, the operations are worse at the Amity Road/Meridian Road intersection due to more northbound left -turn vehicles occurring at the intersection. Additionally, if the southern portion of the proposed site -- Kittelson & Associates, Inc. 6 South Meridian Center Executive Summary August 2008 develops first, the northbound left -in would provide direct access to this site without having to construct the entire north -south connection to Harris Street in the interim. • A traffic signal was evaluated at the Amity Access #2/Amity Road intersection as an alternate traffic control. A planning -level signal warrant analysis found that traffic signal warrants are met at this intersection. This mitigation provides a signalized access as development occurs on the vacant property to the south of Amity Road. • A comparison of the four access scenarios revealed that traffic operations improve along Amity Road, as access points are provided on Meridian Road. Year 2030 Link Level Planning Analysis w • The year 2030 link level analysis shows that all segments along the Meridian Road and Amity Road corridors are forecast to operate at level -of -service "C" under the Community Choices model, which satisfies ACHD's street capacity requirements for these facilities. • The year 2030 link level analysis shows that all segments along the Meridian Road and Amity Road corridors are forecast to operate at levels of service that do not satisfy ACHD's street capacity requirements under the Community Choices model with modified demographics consistent with the City of Meridian Comprehensive Plan. On -Site CirculationjSite Access Operations • Sufficient sight distance is available at all site -access driveways provided that shrubbery and landscaping near the site access points is maintained. • All of the site access points are forecast to operate acceptably with stop control under all access scenarios with the exception of Amity Access #2/Amity Road intersection. r, Howeve this intersection is projected to operate under capacity and acceptable level of service in Access Scenarios #2 through #4. Furthermore, this intersection meets traffic signal warrants and could be provided at this location to bring the intersection operations to an acceptable level of service. • All projected traffic queues can be accommodated under the current site plan design. • A left -turn lane warrant analysis conducted at all site access points with left -turns showed that an eastbound left -turn lane is warranted at Amity Access #1 and #2 and a separate -- northbound left -turn lane is warranted at Meridian Access #3. • A right -turn lane warrant analysis conducted at all site access points showed that westbound right -turn lanes are warranted at Amity Access #l, #2, and #3, and southbound right -turn lanes are warranted at all three proposed access points on Meridian Road. • The access points along Meridian Road do not meet the ITD Type IV Access Spacing Policy. The access points along Amity Road and Harris Street meet the current ACHD Access Spacing Policy. Kittelson & Associates, Inc. 7 South Meridian Center Executive Summary August 2008 The recommended improvements described below are provided to ensure adequate safety and operation of the surrounding transportation system. Based on the traffic operations analysis, it is recommended that Access Scenario #3 or #4 be implemented with the proposed South Meridian Center development. However, given that the South Meridian Center will be developed over several phases, Access Scenario #4 provides better on -site circulation and a small operational benefit to the operations of Amity Road and the Meridian Road/Harris Street intersection. The recommendations for this access scenario are as follows: Improvements Required Without Development • At the Lake Hazel Road/Meridian Road intersection, a traffic signal should be installed at this intersection with exclusive left -turn lanes and protected phasing on all approaches. This improvement should be installed under current traffic conditions. (CIP # INT207-67) • These improvements are not in the ACHD Five -Year Work Plan, but are part of the ACHD CIP and South Meridian Transportation Plan. It is expected that these improvements will be funded through either traffic impact fees or a cost sharing program with other nearby developments. All of these improvements should be monitored by ACHD and ITD to determine the appropriate timing over the next five years. o At the Harris Street/Meridian Road intersection, a traffic signal should be installed at this intersection with exclusive left -turn lanes on the south and west approaches and protected phasing for all left -turn movements. (Traffic signal conditioned on the Cavanaugh Subdivision) o At the Amity Road/Meridian Road intersection, a westbound right -turn lane and an additional through lane should be installed at this intersection. (CIP #'s RD207-8 and RD207-9, South Meridian Transportation Plan) o At the Linder Road/Amity Road intersection, a single -lane roundabout or a traffic signal with exclusive left -turn lanes for each movement should be installed at this intersection. (CIP # INT207-37, South Meridian Transportation Plan) o At the Locust Grove Road/Amity Road intersection, a traffic signal with exclusive left -turn lanes and protected -permitted phasing for all left -turn movements should be installed at this intersection. (CIP # INT207-37, South Meridian Transportation Plan) • The recommended storage lengths cited in the study for turn lanes at the Harris Street/Meridian Road and Amity Road/Meridian Road intersections should be provided to ensure adequate operation at these intersections. Additional Improvements Required With Development • At the Amity Road/Meridian Road intersection, a southbound right -turn lane with overlap phasing, an exclusive eastbound right -turn lane, and an additional eastbound left -turn lane Kittelson & Associates, Inc. 8 South Meridian Center Executive Summary August 2008 to provide dual eastbound left -turn lanes should be installed at this intersection. (South Meridian Transportation Plan) • Access to Meridian Road should be provided as a right-in/right-out access point, right- in/right-out/left-in access point, and a right-in/right-out access point at the approximate 1/8- mile, 1/4-mile, and 1/8-mile between Amity Road and Harris Street. All of the access points should include exclusive right -turn lanes and raised islands and/or medians to restrict left - out movements. • Access to Harris Street should be provided as full -movement, unsignalized access points. • Access to Amity Road should be provided at a right-in/right-out access point at 350 feet west of Meridian Road, a full -movement access at 660 feet west of Meridian Road (Amity Access #2), and a full -movement access (backage road) at 1,230 feet west of Meridian Road. Amity Access #2 should be monitored and planned for future signalization as traffic increases on Amity Road and the future development to the south occurs. o Eastbound left -turn lanes should be provided at Amity Access #2 and #3 and westbound right -turn lanes should be provided at Amity Access #1, #2, and #3. • A collector roadway (backage road), referred to as Amity Access #3 should be constructed along the west side of the property. The design of this roadway, design of the service driveway parallel to this road, and control type of the intersection with Amity Road should be coordinated with ACHD. • All access points along Meridian Road under Access Scenario #4 do not meet the access spacing requirements for an Urban Access Type IV highway facility. Therefore, access variances will need to be obtained from the City of Meridian and an exception to the ITD policy will be required for each access point on Meridian Road. • The traffic signal at the Harris Street/Meridian Road intersection should be cost -shared with the other developments in the area. • The recommended storage lengths cited in the study for turn lanes at the site access points should be provided to ensure adequate operation at each site access point. On -Site • All local streets within the development should be constructed with two travel lanes. • Provide a continuous pedestrian path along the site frontage with Amity Road, Meridian Road, Harris Street, and along the western boundary of the property. • Shrubbery and landscaping near the internal intersections and site access points should be maintained to ensure adequate sight distance. • On -site circulation and truck circulation should be reviewed as part of final site plan review. Figure E3 illustrates the preferred access scenario operational benefits and site constraints. Figure E4 provides an illustration of the recommended mitigation treatments for each of the study intersections. Additional details of the study methodology, findings, and recommendations are provided within this report. Kittelson & Associates, Inc. 9 • a Cl N 'O m o 0 Q z cC m a o 0 m m m m ! 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C O a t rZ' U « �..` t Q rn W Q¢ W I t Y co CC o Jca �a yo'mo ui i ca¢cn mammamj LL • •• • • � � o W Q M W LL South Meridian Center August 2008 g z OVL -OVERLAP � -EXISTING STOP SIGN lop - EXISTING TRAFFIC SIGNAL woof - EXISTING LANE - LANE IMPROVEMENT CONSISTENT WITH ACHD CIP - TRAFFIC SIGNAL IMPROVEMENT CONSISTENT WITH ACHD CIP � - LANE IMPROVEMENT CONSISTENT WITH SMTP 9 - TRAFFIC SIGNAL IMPROVEMENT CONSISTENT WITH SMTP ( LN - SINGLE LANE ROUNDABOUT IMPROVEMENT CONSISTENT WITH SMTP - LANE IMPROVEMENT BY DEVELOPER - STOP SIGN IMPROVEMENT BY DEVELOPER 0 - TRAFFIC SIGNAL IMPROVEMENT BY DEVELOPER NOTE: ALL IMPROVEMENTS IDENTIFIED AT THE STUDY INTERSECTIONS (#146) ARE IDENTIFIED IN THE SOUTH MERIDIAN STUDY INTERSECTIONS (#1 - #6) TRANSPORTATION PLAN (AUGUST 2007) AND/OR THE ACHD CIP, WITH THE EXCEPTION OF THE IMPROVEMENTS AT THE HARRIS STREET/MERIDIAN ROAD INTERSECTION (CONDITIONED ON THE CAVANAUGH SUBDIVISION). VICTORY ROAD / LAKE HAZEL ROAD / LINDER ROAD/AMITY ROAD MERIDIAN ROAD MERIDIAN ROAD SIGNAL ROUNDABOUT 0 i woo or�l V)ttoir vtt4w vtw LOCUST GROVE ROAD / HARRIS STREET / AMITY ROAD / AMITY ROAD MERIDIAN ROAD MERIDIAN ROAD �► 11 �► OVL 11 �► VNtw �tt' °� �t� SITE ACCESS POINTS (#7 - #14) HARRIS ACCESS #1 / HARRIS ACCESS #2 / AMITY ACCESS #1 / AMITY ACCESS #2 / HARRIS STREET HARRIS STREET AMITY ROAD AMITY ROAD .- \ u u AMITY ACCESS #3 / AMITY ROAD MERIDIAN ACCESS #1 / MERIDIAN ROAD MERIDIAN ACCESS #2 / MERIDIAN ROAD 13 I II 14 1i \ tt MERIDIAN ACCESS #3 / MERIDIAN ROAD RECOMMENDED MITIGATIONS -ACCESS SCENARIO #4 LANE CONFIGURATIONS AND TRAFFIC CONTROL DEVICES MERIDIAN, IDAHO I�KITTELSON &ASSOCIATES, INC. TRANSPORTATION ENGINEERING / PLANNING I I I I I I I I Section rs s a South Meridian Center Introduction August 2008 Hawkins Companies is proposing a mixed -use development called South Meridian Center on the mostly vacant 70-acre parcel of land located in the northwest corner of the Amity Road/Meridian Road (SH 69), herein, referred to as Meridian Road, intersection. The proposed development is planned to consist of approximately 443,000 square -feet of retail space, 37,000 square -feet of office space, and an estimated 32 single-family residences. The current zoning for this property is Rural - Urban Transition and the assumed build -out year is the year 2013. Access to the site is proposed via two access points on Harris Street, three access points on Meridian Road, and three access points on Amity Road. The westerly access on Amity Road will serve as a collector roadway (backage road) between the residential uses and mixed -use regional center. Figure 1 illustrates the site vicinity map. Figure 2 illustrates the proposed site plan. * 0 This analysis determined the transportation -related impacts associated with the proposed South Meridian Center and was prepared in accordance with the City of Meridian, ACHD, and ITD requirements for traffic impact studies. The scope of this project and all key assumptions were documented to the City, ACHD, and ITD staff in the March 14, 2008 scoping memorandum (Reference 1). Additionally, several follow-up conversations and meetings occurred in May through July 2008 with the three agencies to collaborate on the analysis scenarios and access configuration for the proposed site. The TIS evaluates the operation and safety of the following study intersections and roadways: ,existing Intersections • Victory Road/Meridian Road • Lake Hazel Road/Meridian Road • Harris Street/Meridian Road • Linder Road/Amity Road • Amity Road/Meridian Road • Locust Grove Road/Amity Road Future Intersections The access points listed below vary based on the analysis scenario. • Harris Access #1/Harris Street • Meridian Access #3/Meridian Road • Harris Access #2/Harris Street • Amity Access #1/Amity Road • Meridian Access #1/Meridian Road • Amity Access #2/Amity Road • Meridian Access #2/Meridian Road • Amity Access #3/Amity Road Kittelson & Associates, Inc. 13 South Meridian Center August 2008 e (NO SCALE) o C s w U) 0 O p J LAK HAZEL RD J tNi N N N N E m N O O N � n N Q 3 N SITE m M N y N � � 3 a `c ADA COUNTY _ U m `m a m 0 M � M N NOTE: FOUR ACCESS SCENARIOS HAVE BEEN ANALYZED ON MERIDIAN ROAD. i - STUDY INTERSECTION -SITE ACCESS POINT SITE VICINITY MAP MERIDIAN, IDAHO KITTELSON & ASSOCIATES, INC. K TRANSPORTATION ENGINEERING / PLANNING South Meridian Center ,• � ink' �-L ��•� ® \jot s 4 11 I T 11 iy �•I i l S i 1 WILLIAMS PIPELINE EASEMENT ■ , , , Neill d TUMBLER LATERAL EASEMENT I I III �i I? �I ► u \ � a ,11111111111111 `,,� KKITTELSON & ASSOCIATES. INC. TRANSPORTATION ENGINEERING / PLANNING PROPOSED SITE PLAN MERIDIAN, IDAHO August 2008 (NO SCALE) South Meridian Center Introduction August 2008 This report evaluates these transportation issues: • Year 2008 existing land -use and transportation -system conditions within the site vicinity during the weekday p.m. peak period; • Developments and transportation improvements planned in the study area; • Forecast year 2013 background traffic conditions (without the South Meridian Center) during the weekday p.m. peak period; • Trip generation and distribution estimates for the proposed South Meridian Center, • Forecast year 2013 (with the South Meridian Center) total traffic conditions during the weekday p.m. peak period under four access scenarios; • Forecast year 2030 total traffic conditions from the adopted COMPASS model (planning level link volume analysis only utilizing ACHD Street Capacity Guidelines); and • On -site traffic operations and circulation. Kittelson & Associates, Inc. 16 0 I r I I I I LL-' ,ection 3 Existin_q �;ptk South Meridian Center Existing Conditions August2008 The existing conditions analysis identifies the site conditions and current operational and geometric characteristics of the roadways within the study area. These conditions will be compared with -- future conditions later in this report. Kittelson & Associates, Inc. (KAI) staff visited and inventoried the proposed South Meridian Center site and surrounding study area in March and June 2008. At that time, KAI collected information regarding site conditions, adjacent land uses, existing traffic operations, and transportation facilities in the study area. SITE CONDITIONS AND ADJACENT LAND USES —' The subject site consists of 70-acres of vacant land and is located in the Impact Area for the City of Meridian. As part of this subdivision process, the subject site is proposed to be annexed by the City of Meridian. It is currently utilized primarily for farming purposes, and has a Rural -Urban '— Transition (RUT) zone designation within Ada County (Reference 2). Upon completion of the annexation process with the City of Meridian the site would be zoned L-O (Limited Office) (3.11 acres), C-G (General Commercial) (64.04 acres), and R-8 (Medium Density Residential) (5.52 acres). The land uses in the vicinity of the site are Valley Storage and a propane storage facility to the east, farmland and cell towers to the south, farmland to the west, and residential homes to the north. Table 1 summarizes the existing transportation facilities and roadways in the study area. Table 1 Existing Transportation Facilities and Roadway Designations Functional Number of Posted Roadway Classification' Lanes Speed (mph=) Meridian Road (SH 69) Principal Arterial 5 Lanes 55 Amity Road Minor Arterial 2 Lanes 50 Lanes Victory Road Collector 2 L45 w Sidewalks No No Partial3 Bicycle Lanes No No No On -Street Parking No No No Lake Hazel Road Minor Arterial/Collector4 2 Lanes 50 No No No Linder Road Collector 2 Lanes 50 Locust Grove Road Collector 2 Lanes 50 Harris Street Collector2 Lanes 20 No No Partial3 No No No No No No Per COMPASS 2010 Federal Functional Classification Map (Reference 3) Z Mph represents miles per hour 3 Sidewalks provided on the north side of the street. - 4 Lake Hazel Road is designated as a Minor Arterial east of Meridian Road and a Collector west of Meridian Road. Kittelson & Associates, Inc. 18 South Meridian Center Existing Conditions August 2008 Roadway Facilities As indicated in Figure 1, the subject site has frontage along Meridian Road, Amity Road, and Harris Street. Meridian Road is a five -lane Principal Arterial facility with a 55 mph posted speed along the site frontage. Meridian Road has an Average Daily Traffic (ADT) of approximately 24,140 vehicles per day (vpd) between Victory Road and Amity Road (Reference 4). Meridian Road is classified as a Principal Arterial by ITD and it provides the primary north -south connection between Kuna and outlying areas to the City of Meridian and Interstate 84. ITD also classifies Meridian Road as an Urban Access Type IV highway facility (Reference 5), which has the following general characteristics: • Minimum spacing for intersections (unsignalized and signalized) is one-half mile. • Private and commercial approaches are not allowed on Type IV facilities according to ITD access management policy. As such, exceptions to the ITD policy will be required to obtain the access assumed in this study. Amity Road is a three -lane Minor Arterial facility with a 50 mph posted speed along the site frontage. Amity Road has an ADT of approximately 7,200 vpd between Linder Road and Meridian Road. According to the current ACHD Policy Manual, the minimum desirable access spacing between successive driveways on a minor arterial facility with a speed of 45 mph or greater is 230 feet (Reference 6). Harris Street is a two-lane Collector facility with a 20 mph posted speed along the site frontage. According to the current ACHD Policy Manual, the minimum desirable access spacing between successive driveways on a collector facility with an operating speed of less than 25 mph is 105 feet. Figure 3 illustrates the existing lane configurations and traffic control devices in place at the study intersections. Heeded Access Eight deeded access points currently exist on the westerly side of Meridian Road, between Amity Road and Harris Street, of which, 7 deeded access points are located on the subject property. As presented earlier, Figure E1 illustrates the approximate locations of the deeded access points along this section of Meridian Road. Appendix "A" provides a copy of the legal deed information for the seven deeded access points for the South Meridian Center site. Pedestrian and Bicycle Facilities Field observations taken in the site vicinity revealed no pedestrian or bicycle activity along the study area roadways during the weekday p.m. peak hour. There are no sidewalks or bicycle lanes within the study area. Kittelson & Associates, Inc. 19 South Meridian Center m d ti August2008 _ J VIU I UHY HUAU / MERIDIAN ROAD LAKE HAZEL ROAD / MERIDIAN ROAD LINDER ROAD / AMITY ROAD LOCUST GROVE ROAD / AMITY ROAD d O4 w -1117 O N ltw 0 J Q HARRIS STREET / a MERIDIAN ROAD AMITY ROAD / MERIDIAN ROAD a N m"rl�' Ile- m e m a M LITRAFFIC OP SIGN s SIGNAL — x KKITTELSON & ASSOCIATES, INC. TRANSPORTATION ENGINEERING / PLANNING LANE CONFIGURATIONS ANDITRAFFIC CONTROL DEIVICES MERIDIAN, IDAHO 9-0 South Meridian Center Existing Conditions August 2008 Transit Facilities Local transit service is not provided in the area. TRAFFIC VOLUMES D PEAK HOUR OPERATIONS In March 2008, manual turning -movement counts were obtained for all existing study intersections. .� All the counts used in this analysis were conducted on a typical mid -week day during the evening (4:30 to 6:30 p.m.) peak time periods. The system -wide evening peak hour was found to occur between 4:45 p.m. and 5:45 p.m., respectively. Figure 4 provides a summary of the year 2008 turning -movement counts, which are rounded to the nearest five vehicles per hour for the weekday p.m. peak hour. Appendix "B" contains the traffic count worksheets used in this study. Current Levels of Service All level -of -service analyses described in this report were performed in accordance with the .. procedures stated in the 2000 Highway Capacity Manual (Reference 7). A description of level of service and the criteria by which they are determined is presented in Appendix "C". Appendix "C" also indicates how level of service is measured and what is generally considered the acceptable range of level of service. Intersection level of service (LOS) is analogous to the letter grades in a school report card. Motorists using an intersection that operates at LOS "A" experience very little delay, while those using an intersection that operates at LOS "F" will experience intolerably long delays. ACHD and ITD have not adopted level -of -service standards for signalized and unsignalized intersections. Under ACHD's current Capital Improvement Plan, an LOS "E" is considered .� acceptable on Principal Arterials and LOS "D" on most other roadways. Typically, an LOS "D" is considered acceptable at a signalized intersection. A critical movement volume -to -capacity ratio of 0.90 and an LOS "E" are typically considered acceptable at an unsignalized intersection. In this TIS, all intersections were mitigated to a LOS D „ and LOS E„ for signalized and unsignalized intersections, respectively. All intersection level -of -service evaluations used the peak 15-minute flow rate during the weekday p.m. peak hour. Using the peak 15-minute flow rate ensures that this analysis is based on a reasonable worst -case scenario. For this reason, the analysis reflects conditions that are only likely to occur for 15 minutes out of each average peak hour. The transportation system will likely operate under conditions better than those described in this report during all other time periods. Figure 4 summarizes the level -of -service analysis for the study intersections under the weekday p.m. peak hour existing traffic conditions. All of the study intersections currently operate at acceptable levels of service during the weekday p.m. peak hour except for the Lake Hazel Road/Meridian Road intersection, which operates at an Level of Service "F" with a volume -to - capacity ratio greater than 1.0 for the critical westbound through movement. Appendix "D" includes the level -of -service worksheets under year 2008 existing traffic conditions. Kittelson & Associates, Inc. 21,- South Meridian Center August 2008 911 VICTORY ROAD / IiTl II MERIDIAN ROAD J m y � 1 �► N so i nc-r 1 nc 65 —► Del=31.2 �-- 270 E � 151- V/C=0.65 a 210 R n 1 t 1w �00 ro O O N HARRIS STREET / MERIDIAN ROAD DDel=30.6 55 U LAKE HAZEL ROAD/ MERIDIAN ROAD O O a � n 5 CM=WBTR �60 25 —� LOSf_ 75 <5 Del=>50 VV"C '..O 25 1 1 / N OOiN C AMITY ROAD / MERIDIAN ROAD O rn�o 60 - LOS=C k— 35 115 Del=33.8 F 325 25 V/C=0.75 170 N O O N h m m 2 m CM = CRITICAL MOVEMENT (TWSC) v LOS = INTERSECTION LEVEL OF SERVICE g (SIGNALIZED/AWSC)/CRITICAL MOVEMENT o LEVEL OF SERVICE (TWSC) � Del = INTERSECTION AVERAGE CONTROL DELAY N (SIGNALIZED/AWSC) / CRITICAL MOVEMENT CONTROL DELAY (TWSC) V/C = CRITICAL VOLUME -TO -CAPACITY RATIO s TWSC = TWO-WAY STOP CONTROL = AWSC = ALL -WAY STOP CONTROL KKITTELSON & ASSOCIATES, INC. TRANSPORTATION ENGINEERING / PLANNING LINDER ROAD / AMITY ROAD 71�_�;T� 5 -oot LOS=B *'-10 175--10- Del=14.6 -0-490 15 -N WC=0.72 Or 40 \ 1 O O O m N \ LOCUST GROVE ROAD/ AMITY ROAD O O N O A) m� 30� LOS=B �35 145 —► Del=14.6 !— 410 \ 10 -N V/C=0.70 � 5 Iry \ u l N m v YEAR 2008 EXISTING TRAFFIC CONDITIONS WEEKDAY PM PEAK HOUR MERIDIAN, IDAHO South Meridian Center Existing Conditions Lake Hazel Road/Meridian Road August 2008 The critical westbound through movement at the Lake Hazel Road/Meridian Road intersection is projected to operate at Level of Service "F" and over capacity during the weekday p.m. peak hour. The eastbound movements at this intersection are also projected to operate at Level of Service 'T" during the weekday p.m. peak hour; however, they will operate under capacity. Intersection improvements are needed to bring this intersection to an acceptable level of service. A traffic signal is planned for this intersection according to the South Meridian Transportation Plan (Reference 8) and the ACHD Capital Improvements Plan (CIP) (Reference 9). With a traffic signal in place, this intersection is anticipated to operate at an acceptable level of service. A planning -level signal warrant analysis found that traffic signal warrants are met at this intersection. It is recommended —' that ACHD continue to monitor this intersection to determine the appropriate timeline for installing a traffic signal. Appendix "E" includes the "mitigated" level -of -service worksheets at this intersection. Traffic Safety The crash history at the study intersections was reviewed to identify potential safety issues. ITD provided crash records from the study intersections for the most recent five-year period, from January 1, 2002, through December 31, 2006. Table 2 summarizes the crash data at each of the study intersections over the most recent five year period. Table 2 Study Intersections Crash Summary (7nm-gnnr,) - Intersection d c a Crash Type M c c L c 4)O F t m a LL Severity O a = M Total — Meridian Road/Victory Road 21 16 3 2 0 17 25 42 Meridian Road/Amity Road 4 6 11 2 1 12 11 23 Meridian Road/Lake Hazel Road 7 0 4 1 0 6 6 12 _ Amity Road/Locust Grove Road 4 1 1 1 0 3 4 7 Amity Road/Linder Road 0 0 0 1 0 0 1 1 — Meridian Road/Harris Street 1PDO = Property Damage Only 0 0 0 0 0 0 0 0 As shown in Table 2, the Meridian Road/Victory Road, Meridian Road/Amity Road, and Meridian Road/Lake Hazel Road intersections experienced over ten crashes during the years 2002 to 2006. • 42 total crashes were reported at the Meridian Road/Victory Road intersection, of which 21 were angle crashes and 16 were rear -end crashes. A traffic signal was installed at this intersection in 2006, which is expected to help reduce the number of angle crashes and the total number of intersection crashes. Kittelson & Associates, Inc. 23 South Meridian Center Existing Conditions August 2008 • 23 total crashes were reported at the Meridian Road/Amity Road intersection, of which 11 were turning type crashes and one crash resulted in a fatality. • 12 total crashes were reported at the Meridian Road/Lake Hazel Road intersection, of which all but one of these crashes were angle or turning type crashes. It is recommended that a traffic signal be considered at this intersection to help reduce the number of angle and turning type crashes. As noted with the operations analysis, a traffic signal is identified for installation at this intersection within the South Meridian Transportation Plan and ACHD CIP. No other crash trends or safety deficiencies were identified at the study intersections. In addition to the study intersections' crash histories, the crashes along the site frontage on both Meridian Road and Amity Road were reviewed using the most recent five-year crash records (from January 2002 to December 2006). Table 3 summarizes the roadway segment crash data. Table 3 ROadwav Seament Crach gnmmary /7nm_�nnc� Crash Type Severity = y c u+ e w a 3 v O Tota I Roadway Segment a10i 0 y X ` 4)3 '�° O _ m ii: o Li S a° Meridian Road (Amity Road to Harris Street) 0 0 4 1 0 0 2 1 2 4 7 Amity Road (Site Frontage) 0 0 1 0 0 1 1 0 1 2 3 •-� — —F-1 y vaniayc vrny Based on our review of the roadway segment crash data, no crash trends or safety deficiencies were identified along the two studied roadway segments. Appendix "F" includes the crash data sheets. Kittelson & Associates, Inc. 24 I I I 11 Section 4 Transportation Impact Analysis South Meridian Center August 2008 Transportation Impact Analysis Transmortation Impact Analysis The transportation impact analysis identifies how the study area's transportation system will operate in the year the proposed development is expected to be fully built, year 2013, and a ._ planning level analysis in the year 2030. The impact of traffic generated by the proposed South Meridian Center during the typical weekday p.m. peak hour was examined as follows: • In -process developments (Cavanaugh Subdivision) and transportation improvements planned in the site vicinity were identified. • Background weekday p.m. peak hour traffic conditions for the year 2013 (build -out year of the South Meridian Center) were analyzed at each of the study intersections during the weekday p.m. peak hour. • Year 2013 background conditions were developed by applying a 4-percent annual growth rate along Meridian Road and an 8-percent annual growth rate along Amity Road, Linder Road, and Locust Grove Road and adding the traffic volumes for the Cavanaugh Subdivision (Kastera Homes) development. The growth rates were developed based on historical traffic volume data, the COMPASS Community Choices regional travel demand model, and the South Meridian Transportation Study. • Site -generated trips were estimated for build -out of the site. • Site trip -distribution patterns were derived based on historical ADTs in the vicinity of the site and projected traffic patterns from the COMPASS Community Choices regional travel demand model. • Year 2013 (build -out year of the South Meridian Center) total traffic conditions were analyzed at each of the study intersections and site -access points during the weekday p.m. peak hour under four access scenarios. • Year 2030 total traffic conditions from both the adopted COMPASS model and the COMPASS model adjusted for Meridian Comprehensive Plan demographics (planning level link volume analysis only utilizing ACHD Street Capacity Guidelines) were analyzed along each of the study roadways. • On -site circulation issues and site -access operations were evaluated. YEAR 2013 BACKGROUND TRAFFIC CONDITIONS The year 2013 background traffic analysis identifies how the study area's transportation system will operate without the proposed South Meridian Center in the build -out year. This analysis includes traffic attributed to planned developments within the study area and to general growth in the region, but does not include traffic from the proposed development. Planner} Transportation ,improvements An investigation of the ACHD 2009-2013 Five -Year Work Program (Reference 10) and ITD 2008- 2012 Statewide Transportation Improvement Program (Reference 11) showed no planned and Kittelson & Associates, Inc. 26 V M Nn, c p Q 2 N CDi. C Q 0 N 9 m > C •m N S E me N N m o o maio t w � �`—°-9' W a v �m Ea m ac �m N$ ELU L a F �5 Qoa m 2 a0i a Ev m rn a E r« ro$_ Z N Q E Cl) v ro to t z es E c E N ,m EO I. T Q O= E m Ca O W 2 �� E 0 0 m rna ro W 2: s dpZQ�o2ccppnictir7i - aH��RZ7UU ESE �ra mo c� m �E �mo �ap Qc� m4 -�EE �o 0E�o mOPo o o p $o 2 >0 n �uiom 3c0tQ 0 EoQc ymoro c0° �V �� m 7 3E 8 CL 09��coaECLait Nc<,c ) E0 E�ro�x.c 4E0CD O > mEN > m� 2 � �mamro > al m}W=E8rmYt oCQQ 3 0 vN N a> m �cnw=Ea m �a)8mc 0� p�v v=z O�4 E Ui is a • • • cc'� • • ! • • • • R Q • • • � _ .,.«,.--...r.,ti, _."""-- ''.,.`� v., .....• "„may.. �...,.._, ,�,,,,,,,,.�.,,,.,, ��,,,,�� In% a �\ ro ,MOWN o �II•• _ W m o '..1IN ►.� . , CC O m mm up � a oWAS 5 -02 In d i Im a +Ir. ws z M I n o 7� Mac r c= y roc f ° 0 c ro W z W 9 LU o z m x W c p - W `0 � , yQQ c N m W W 2 x .m v Q yVf QLLJ Occ � J J �-r�� m N y S0o r m� m 0 m �LL cai �r C roEo ono U v� c 'S aNi E a . •s muaicpQ3 V m �1 rod m c mcm C �Ld C'MlJ ro South Meridian Center 2008 OVL -OVERLAP � -EXISTING STOP SIGN - EXISTING TRAFFIC SIGNAL - EXISTING LANE - LANE IMPROVEMENT CONSISTENT WITH ACHD CIP - TRAFFIC SIGNAL IMPROVEMENT CONSISTENT WITH ACHD CIP - LANE IMPROVEMENT CONSISTENT WITH SMTP - TRAFFIC SIGNAL IMPROVEMENT CONSISTENT WITH SMTP (LN - SINGLE LANE ROUNDABOUT IMPROVEMENT CONSISTENT WITH SMTP - LANE IMPROVEMENT BY DEVELOPER - STOP SIGN IMPROVEMENT BY DEVELOPER o - TRAFFIC SIGNAL IMPROVEMENT BY DEVELOPER NOTE: ALL IMPROVEMENTS IDENTIFIED AT THE STUDY INTERSECTIONS (t ff6) ARE IDENTIFIED IN THE SOUTH MERIDIAN STUDY INTERSECTIONS (#1 - #6) TRANSPORTATION PLAN (AUGUST 2007) AND/OR THE ACHD CIP, WITH THE EXCEPTION OF THE IMPROVEMENTS AT THE HARRIS STREET/MERIDIAN ROAD INTERSECTION (CONDITIONED ON THE CAVANAUGH SUBDIVISION), VICTORY ROAD / LAKE HAZEL ROAD / LINDER ROAD/AMITY ROAD MERIDIAN ROAD MERIDIAN ROAD SIGNAL ROUNDABOUT A 11 �► A4 1* 4 % i = $f SrA �t� Otto' �t' � LOCUST GROVE ROAD / HARRIS STREET / AMITY ROAD / AMITY ROAD MERIDIAN ROAD MERIDIAN ROAD 4�► �11�► o °VLI11'* .►s °o � ; 0 r 0 \ `i t*' t t' OV'� t ►r SITE ACCESS POINTS (#7 - #14 HARRIS ACCESS #1 / HARRIS STREET AMITY ACCESS #3 / AMITY ROAD HARRIS ACCESS #2 / HARRIS STREET ❑.0 MERIDIAN ACCESS #1 / MERIDIAN ROAD AMITY ACCESS #1 / AMITY ROAD MERIDIAN ACCESS #2 / MERIDIAN ROAD AMITY ACCESS #2 / AMITY ROAD 0 MERIDIAN ACCESS #3 / MERIDIAN ROAD RECOMMENDED MITIGATIONS -ACCESS SCENARIO #4 LANE CONFIGURATIONS AND TRAFFIC CONTROL DEVICES MERIDIAN, IDAHO Ii KITTELSON &ASSOCIATES, INC. � TRANSPORTATION ENGINEERING / PLANNING South Meridian Center August 2008 Transportation Impact Analysis funded near -term intersection or roadway improvements in the vicinity of the site. Therefore, no intersection or roadways improvements were assumed for the year 2013 traffic conditions. It should be noted that the ACHD CIP includes the following transportation improvements at the study intersection and roadways: • Amity Road, between Linder Road and Meridian Road - Widen to 3 lanes; includes only right-of-way and corridor preservation (CIP # RD207-8) • Amity Road, between Meridian Road and Locust Grove - Widen to 5 lanes; includes only right-of-way and corridor preservation (CIP # RD207-9) • Amity Road and Linder Road Intersection — Install a traffic signal and widen north leg to 4 lanes and all other legs to 3 lanes (CIP # INT207-37) • Amity Road and Locust Grove Road Intersection — Install a traffic signal and widen north .., leg to 4 lanes, south leg to 3 lanes, west leg to 5 lanes, and east leg to 6 lanes (CIP # INT207- 38) • Lake Hazel Road and Meridian Road Intersection — Install a traffic signal and widen the east leg to 6 lanes and all other legs to 5 lanes (CIP # INT207-67) Additionally, the South Meridian Transportation Plan identifies the following transportation improvements at the study intersection and roadways: • Meridian Road, between Victory Road and Amity Road — Widen to 7 lanes • Amity Road, between Linder Road and Meridian Road — Widen to 5 lanes • Amity Road, between Meridian Road and Locust Grove Road — Widen to 7 lanes • Meridian Road and Victory Road Intersection — Widen north and south legs to 7 lanes and east and west legs to 5 lanes. • Meridian Road and Amity Road Intersection — Widen all legs to 9 lanes. • Meridian Road and Lake Hazel Road Intersection — Install a traffic signal and widen north and south legs to 7 lanes and east and west legs to 9 lanes. • Linder Road and Amity Road Intersection — Install a dual lane roundabout and widen all legs to 5 lanes. • Locust Grove Road and Amity Road Intersection — Install a traffic signal and widen north and south legs to 5 lanes and east and west legs to 7 lanes. As noted above, none of these transportation improvements are currently funded, so they were not assumed to be in place for the year 2013 traffic analysis. In ACHD's Draft Transportation & Land Use Integration Plan (TLIP, Reference 12), two Commercial Collectors are identified on the subject property. One of these collectors is shown as a north -south roadway, located on the westerly property line that runs between Amity Road and Harris Street. The second commercial collector is shown as an east -west roadway, located at the approximate 1/4 mile on Meridian Road between Harris Street and Amity Road. A discussion on these commercial collectors is provided in a later section of this report. Both of the connections have been included in Kittelson & Associates, Inc. 27 South Meridian Center Transportation Impact Analysis August 2008 the proposed site plan development and are assumed to be in place as part of the year 2013 total traffic conditions analysis. Traffic Volumes Based on discussions with ACHD, the Cavanaugh Subdivision (Kastera Homes) was identified as the only approved development in the site vicinity. As mentioned previously, traffic volumes from the June 2007 Cavanaugh Subdivision TIS were incorporated in the year 2013 traffic conditions analysis (Reference 13). Figure 5 illustrates the in -process traffic volumes assumed to be generated by the Cavanaugh Subdivision development. In general, growth in the vicinity of the site has been higher than typical growth levels over the past several years. KAI has reviewed growth information from historical ADTs, the COMPASS Community Choices Model, and the South Meridian Transportation Plan. Table 4 provides a summary of the growth rates in the site vicinity and our specific recommendation for the TIS. Table 4 South Meridian Center Growth Rate Summary Based on this information, growth rates of 4-percent and 8-percent were applied to existing traffic volumes shown in Figure 4 for north -south traffic on Meridian Road and traffic on Amity Road, Linder Road, and Locust Grove Road, respectively. The in -process volumes from Figure 5 were then added to the grown traffic volumes to arrive at the year 2013 weekday p.m. peak hour background traffic volumes shown in Figure 6. Intersection Level -of -Service Analysis The weekday p.m. peak -hour turning -movement volumes shown in Figure 6 were used to conduct an operational analysis at each study intersection to determine the year 2013 background traffic levels of service. As indicated in Figure 6, the background traffic analysis determined that all of the study intersections except the Victory Road/Meridian Road intersection are forecast to operate at unacceptable levels of service during the weekday p.m. peak hour. Appendix "G" contains the year 2013 background traffic level -of -service worksheets. The Lake Hazel Road/Meridian Road intersection was analyzed under year 2013 background traffic conditions as a signalized intersection per recommendation in the South Meridian Transportation Plan and the ACHD CIP. The intersection was found to operate at an acceptable level -of -service "B". The existing lane configurations were assumed and protected -permitted left -turn phasing was assumed for the east and west approaches. Kittelson & Associates, Inc. 28 South Meridian Center August 200E VICTORY ROAD / MERIDIAN ROAD O N N 1 135 40 --0- t - 30 5� �20 \ t\N N HARRIS STREET / MERIDIAN ROAD O N N 1� 15 � 25 \ r� \ N V LAKE HAZEL ROAD / MERIDIAN ROAD O V M V �5 AMITY ROAD / MERIDIAN ROAD O O O 1 �► I1C1 KITTELSON & ASSOCIATES, INC. IN v TRANSPORTATION ENGINEERING/ PLANNING f LINDER ROAD / LOCUST GROVE ROAD / AMITY ROAD AMITY ROAD YEAR 2013 IN -PROCESS TRAFFIC VOLUMES WEEKDAY PM PEAK HOUR MERIDIAN, IDAHO South Meridian Center August 2008 I 0 o VICTORY ROAD / LAKE HAZEL ROAD / MERIDIAN ROAD MERIDIAN ROAD N O ^+ 70-"* LOS=D � 265 10 CM=WBTR 80 E 120 --► Del=42.1 f— 365 25 V/C=0.80 275 LOS=F 30 —► �_ 90 <51, � or i V/C=>1 0 Or 30 R �I 1 ! N n m I tw R1 f N V N O N HARRIS STREET / O AMITY ROAD / a MERIDIAN ROAD MERIDIAN ROAD 5 95 LOS=E 5170 D-N: 55 ---► Del=59.0 f--475 535�WC=1.00 250 m f 1 I / � U m Q oL71 ITICAL MOVEMENT (TWSC) TERSECTION LEVEL OF SERVICE IGNALIZED/AWSC)/CRITICAL MOVEMENT oVEL OF SERVICE (TWSC) ERSECTION AVERAGE CONTROL DELAY NGNALIZED/AWSC) / CRITICAL MOVEMENTNTROL DELAY (TWSC)ITICAL VOLUME -TO -CAPACITY RATIO O-WAY'STOP CONTROLL-WAY STOP CONTROL �FAI 1 KITTELSON He ASSOCIATES, INC. MIN TRANSPORTATION ENGINEERING / PLANNING LINDER ROAD / AMITY ROAD 5 —*4 LOS=F 15 260 —► Del=>50 -+--720 20-N VV/C=>1.0 55 � \ fO 1 1 1 N V L7 / LOCUST GROVE ROAD/ AMITY ROAD 7111-- �'o .� 45 LOS=F 50 225 —► Del=>50 f-- 610 15 VV/C=>1.0 5 \ 1 I O N N V YEAR 2013 BACKGROUND TRAFFIC CONDITIONS WEEKDAY PM PEAK HOUR MERIDIAN, IDAHO South Meridian Center Transportation Impact Analysis August 2008 The Linder Road/Amity Road intersection was analyzed under year 2013 background traffic conditions as a single -lane roundabout per recommendation in the South Meridian Transportation Plan and as a signalized intersection per recommendation in the ACHD CIP. The intersection was found to operate at an acceptable level -of -service 'A" under both single -lane roundabout and traffic signal control. For the signalized intersection option, a through -right lane and an exclusive left -turn lane with permissive phasing was assumed for each approach. The Locust Grove Road/Amity Road intersection was analyzed under year 2013 background traffic conditions as a signalized intersection per recommendation in the South Meridian Transportation Plan and the ACHD CIP and found to operate at an acceptable level -of -service "C". A through -right lane and an exclusive left-tum lane with protected -permitted phasing was assumed for each approach. The Harris Street/Meridian Road intersection is projected to operate at a level -of -service "F," but under capacity for the critical eastbound movement. A traffic signal was recommended at this intersection as part of the development conditions for the Cavanaugh Subdivision project. ACHD and ITD should monitor this intersection to determine the appropriate timing for installation of a traffic signal. The Amity Road/Meridian Road intersection was analyzed under year 2013 background traffic conditions with an exclusive westbound right -turn lane and additional through lane, as identified in the ACHD CIP and South Meridian Transportation Plan. This improvement brings the intersection to an acceptable level -of -service "D" and a volume -to -capacity ratio of less than 0.90. Appendix "H" contains the year 2013 background "mitigated" traffic level -of -service worksheets. A formal traffic signal warrant study per Manual on Uniform Traffic Control Devices (MUTCD), (Reference 14) should be completed prior to installation of a traffic signal at any of the study intersections recommended for signalization. I Hawkins Companies is proposing a mixed -use development called South Meridian Center on the mostly vacant 70-acre parcel of land located in the northwest corner of the Amity Road/Meridian Road (SH 69) intersection. The proposed development is planned to consist of approximately 443,000 square -feet of retail space, 37,000 square -feet of office space, and an estimated 32 single- family residences. The current zoning for this property is Rural -Urban Transition and the assumed build -out year is the year 2013. Access to the site is proposed via two access points on Harris Street, _ three access points on Meridian Road, and three access points on Amity Road. Site Access Scenarios Four access scenarios were discussed with ACHD and ITD to assess the year 2013 total traffic impacts related to the proposed South Meridian Center. Figure 7 displays the proposed access configurations under each of these scenarios. The site access scenarios range from no access to three access points along Meridian Road. From these scenarios, the analysis will provide direction on Kittelson & Associates, Inc. 31 South Meridian Center Transportation Impact Analysis August 2008 whether operational benefits occur to the overall transportation system with the addition of right- in/right-out and left -in movements on Meridian Road between Harris Street and Amity Road. The lane configurations and traffic control assumed under year 2013 background traffic conditions at study intersections #1 through #6 remain consistent under each access scenario. Figure 8 illustrates the assumed year 2013 lane configurations at study intersections #1 through #6. Access onto Meridian Road under the four scenarios is as follows: • Access Scenario #1— No access onto Meridian Road. • Access Scenario #2 — Two unsignalized right-in/right-out access points onto Meridian Road spaced approximately equidistant from each other and from the Harris Street and Amity Road intersections. • Access Scenario #3 — One unsignalized right-in/right-out/left-in access point between the one -quarter mile and one -eighth mile point to the north of the Amity Road/Meridian Road intersection. One unsignalized right-in/right-out access point approximately one -eighth mile south of the Harris Street/Meridian Road intersection • Access Scenario #4 — One unsignalized right-in/right-out access point approximately one - eighth mile north of the Amity Road/Meridian Road intersection. One unsignalized right- in/right-out/left-in access point approximately one -quarter mile north of the Amity Road/Meridian Road intersection. One unsignalized right-in/right-out access point approximately one -eighth mile south of the Harris Street/Meridian Road intersection. Access to the proposed development is also planned via Amity Road and Harris Street. The specific access locations and configurations on these roadways will remain consistent among all access scenarios, and are as follows: Access Along Amity Road • One right-in/right-out access located approximately 350 feet west of the Meridian Road/Amity Road intersection. • One full unsignalized access located approximately 660 feet west of the Meridian Road/Amity Road intersection. • One full unsignalized access located approximately 1,230 feet west of the Meridian — Road/Amity Road intersection. This westerly access on Amity Road will serve as a collector roadway (backage road) between the residential uses and mixed -use regional center. Access Along Harris Street • One full unsignalized access located approximately 730 feet west of the Meridian Road/Harris Street intersection. • One full unsignalized access located approximately 1,480 feet west of the Meridian Road/Harris Street intersection. The Harris Street/Meridian Road intersection was assumed to be a traffic signal under all of the access scenarios. Kittelson & Associates, Inc. 32 South Meridian Center August 2008 pr- -) Pe— HARRIS ST HARRIS ST —14 q-14k R� #2 #1 #2 #1 / #2 Ir Z Z 0 cc w � cr #1 A) Ir 1 A)Ir 1 o � c AMITY RD AMITY RD U N N C Q - O W J Y N N 0 _ HARRIS ST HARRIS ST -1 P(- —) $I— R� #2 #1 #2 #1 o #2 A) #2 � N q Q Z ¢ #3 A cc ¢ c w r Q ul 1 A) 'I#3 #2 #1 `m _ AMITY RD AMITY RD m a' t 5 M 0 s z IL YEAR 2013 ACCESS SCENARIOS MERIDIAN, IDAHO K�ll`1 KITTELSON & ASSOCIATES, INC. TRANSPORTATION ENGINEERING/ PLANNING South Meridian Center August 2008 VICTORY ROAD / MERIDIAN ROAD A' 01 \ Ott HARRIS STREET/ MERIDIAN ROAD \ t tw LAKE HAZEL ROAD / MERIDIAN ROAD 4 ! �► \ Ott AMITY ROAD / MERIDIAN ROAD A4 ! �► \ �tt-'r LINDER ROAD / AMITY ROAD LOCUST GROVE ROAD/ AMITY ROAD 0 T •I YEAR 2013 LANE CONFIGURATIONS - STUDY INTERSECTIONS (#1 - #6) WEEKDAY PM PEAK HOUR MERIDIAN, IDAHO KITTELSON & ASSOCIATES, INC. TRANSPORTATION ENGINEERING/ PLANNING South Meridian Center Transportation Impact Analysis August 2008 Trip Generation The projected weekday daily and p.m. peak -hour vehicle trip ends for the proposed South Meridian Center were estimated based on the Trip Generation Manual, 7th Edition (Reference 15). Table 5 summarizes the anticipated number of trips that will be generated by the proposed South Meridian Center (all trip ends shown in Table 5 have been rounded to the nearest five trips). Table 5 Estimated South Meridian Center Trip Generation ITE Weekday PM Peak Hour Trips Land Use Code Size Daily Total In Out Shopping Center 17,870 1,670 800 870 Internal Trips (401o) 820 443 ksf (715) (60) (30) (30) Pass -by Trips (2701o)' (4,630) (430) (215) (215) General Office 710 37 ksf 620 120 20 100 Internal Trips (4%) (25) (5) (<5) (5) Single -Family Housing 210 32 units 310 35 25 10 Internal Trips (4%) (10) (<5) (<5) (<5) Total Trips 18,800 1,825 845 980 Total Internal Trips (750) (65) (30) (35) Total Pass -by Trips (4,630) (430) (215) (215) Net New Trips 13,420 1,330 600 730 ' ITE average pass -by rate for Shopping Center (820) is 34%; however, forecast total traffic on Meridian Road and Amity Road limit the applicable pass -by rate to 27% (10% of the forecast total traffic on these roadways). 2 Based on the ITE Trip Generation Handbook (Reference 16) methodology for estimating internal trips in multi- use developments. Table 5 shows that the proposed development is estimated to generate 13,420 net new trips each day; 1,330 net new trips (600 inbound, 730 outbound) are projected to occur during the weekday p.m. peak hour. .Site Trip DistributionJTrip Assignment The distribution of site -generated trips onto the roadway system within the study area was estimated based on historical ADTs in the vicinity of the site and projected traffic patterns from the COMPASS Community Choices regional travel demand model. Traffic patterns observed in analysis of the historical ADTs and the COMPASS model are generally consistent, with the _. exception of trips to and from the south on Meridian Road. The COMPASS model predicts a much lower percentage of traffic to the south on Meridian Road than the historical ADTs patterns. It is expected that trips to and from the south on Meridian Road will more closely follow the historical ADT patterns. The estimated trip distribution pattern for the site reflects this assumption and is illustrated in Figure 9. Kittelson & Associates, Inc. 35 South Meridian Center c l I nl I 1 LL.50N do ASSOCIATES, INC. MsN TRANSPORTATION ENGINEERING/ PLANNING ft— South Meridian Center August 2008 Transportation Impact Analysis The estimated site -generated trips were assigned to the network by distributing the trips shown in Table 6 according to the trip distribution pattern shown in Figure 9. Figure 10 illustrates the site - generated trips at the off -site study intersections. Trip assignments at the site access points and the Harris Street/Meridian Road and Amity Road/Meridian Road study intersections are unique for each access scenario. Figures 11A through 11D illustrate the site -generated and pass -by traffic .. volumes for each of the access scenarios during the weekday p.m. peak hour. YEAR 2013 TOTAL TRAFFIC CONDITIONS The total traffic conditions analysis forecasts how the study area's transportation system will operate with the traffic generated by the proposed South Meridian Center. The year 2013 background traffic volumes for the weekday p.m. peak hour (shown in Figure 6) were added to the site -generated traffic volumes, shown in Figures 10 and 11A through 11D, to arrive at the total traffic volumes for each access scenario shown in Figures 12 and 13A through 13D. The weekday p.m. peak hour turning -movement volumes shown in Figure 12 were used to conduct an operational analysis at study intersections #1 through #4. The total traffic volumes and levels of service at these intersections remain consistent under all access scenarios. Intersection Level of Service — Study Intersections #1 - #4 An operational analysis was performed for study intersections #1 through #4 under year 2013 total traffic conditions during the weekday p.m. peak hour. As shown in Figure 12, all study .. intersections except the Victory Road/Meridian Road intersection are forecast to operate at unacceptable levels of service under year 2013 total traffic conditions. Table 6 displays the results of the level -of -service analysis at study intersections #1 through #4. Appendix "I" contains the year 2013 •• total traffic level -of -service worksheets for study intersections #1 through #4. Table 6 Traffic Operations Summary, Study Intersections #1-#4 Traffic 2008 Existing 2013 Background 2013 Total Intersection # _T Intersection Controls Traffic Traffic Traffic 1 Victory Road/ Meridian Road SIGNAL C / 0.65� D / 0.80 D / 0.91 Lake Hazel Road/ TWSC F/>1.0/WBTR' F/ >1.0/WBTR F/>1.0/WBTR z Meridian Road ------ -------------- — ------/--------- SIGNAL B / 0.54 B / 0.65 C 0.73 AWSC B/0.72 F/>1.0 F/>1.0 3 Linder Road/ Amity Road ----- SL RDBT •-• ---- ----- ....... -• ---------------------------------------- A / 0.71 ---------------------------------- B / 0.83 ------ SIGNAL A / 0.50 A 0.58 Locust Grove AWSC B / 0.70 F / >1.0 F / >1.0 4 Road/ --------------- - ----- .. ------.. ---------------------------------------- - A[ ity Road SIGNAL C / 0.65 C / 0.71 'TWSC is two-way stop control; AWSC is all -way stop control; SIGNAL is traffic signal, SL RDBT is a single -lane roundabout. ZLevel of Service / Volume -to -capacity ratio 'Level of Service / Volume -to -capacity ratio / Critical Movement Kittelson & Associates, Inc. 37 South Meridian Center O g K< • •• • �.--�+�� arc �aJvt..lA I tJ, INU. TRANSPORTATION ENGINEERING / PLANNING South Meridian Center (>♦ ., HARRIS ACCESS #2 / HARRIS STREET 10--- 11. .0-15 25 August 2008 HARRIS ACCESS #1 / HARRIS STREET HARRIS STREET/MERIDIAN ROAD O O 8o N N �l ♦ 200 J 10 -• F 25 10 5 —O� .- 5 1 325 160 ><5 { o R f 1 o v MERIDIAN ACCESS #2 / MERIDIAN ROAD 13 MERIDIAN ACCESS #3 / MERIDIAN ROAD 14 NO ACCESS MERIDIAN ACCESS #1 / MERIDIAN ROAD 12 NO ACCESS AMITY ACCESS #3 / AMITY ACCESS #2 / AMITY ACCESS #1 / AMITY ROAD AMITY ROAD AMITY ROAD AMITY ROAD ! MERIDIAN ROAD a cSo J 20 60 225 I r Il j► R `0 50 —► �� 66 20 �♦ �� 5 100 165 ` 25 c 380� F 195 60 —40- f— 50 zi 155 t 5 R It N � N N SITE -GENERATED + PASS -BY TRAFFIC - SITE FRONTAGE STUDY INTERSECTIONS e ACCESS SCENARIO #1 - WEEKDAY PM PEAK HOUR _ �p� r/ MERIDIAN, IDAHO ■ F' KITTELSON & ASSOCIATES, INC. K TRANSPORTATION ENGINEERING / PLANNING South Meridian Center August2008 • HARRIS ACCESS #2SCENARI/ HARRIS STREET r HARRIS ACCESS #1 / HARRIS STREET HARRIS STREET/MERIDIAN ROAD N m 200 5 —► -4-- 25 5 -► 1-- 5 5� �145 10-N Or5 '� r o N *t1w 0 o n O V MERIDIAN ACCESS #2 / MERIDIAN ROAD '13 ^ m �1 145 t � o N G `O Q HARRIS ST N 8 7 5 MERIDIAN ACCESS #3 / MERIDIAN ROAD rn w o Z W 13 14 m _j 14 � 12 AMITY RD NO 11 1'0 '6' ACCESS _ 9 0 N N o w 0 Q n 0 H MERIDIAN ACCESS #1 / MERIDIAN ROAD w cn a 0 m U 12 + o Q � N J n LAKE HAZEL RD a 155 — a N t o m N m N AMITY ACCESS #3 / AMITY ACCESS #2 / AMITY ACCESS #1 / AMITY ROAD AMITY ROAD AMITY ROAD AMITY ROAD / MERIDIAN ROAD a cr a 50 20 55 -` 125 105 170 20 a 50 ---*. -4— 65 25 --- 0- F 5 240 —► F 90 25 --- 0- F 55 — � 45 h t 00 m c2 N m -- N d SITE -GENERATED + PASS -BY TRAFFIC - SITE FRONTAGE STUDY INTERSECTIONS ACCESS SCENARIO #2 - WEEKDAY PM PEAK HOUR MERIDIAN, IDAHO KITTELSON & ASSOCIATES, INC. TRANSPORTATION ENGINEERING/ PLANNING South Meridian Center August 2008 HARRIS ACCESS #2 / HARRIS ACCESS #1 / SCENARI• HARRIS STREET HARRIS STREET HARRIS STREET/MERIDIAN ROAD �l 205 10--- 0. .— 15 15 --- 4� F 25 5 --- 0- .— 5 �25 5� r70 20-N Or5 1) 1w V� t O N N O v mrn v N MERIDIAN ACCESS 112 / MERIDIAN ROAD fig 25 t 0 m MERIDIAN ACCESS #3 / MERIDIAN ROAD 14 � �1 155 t` 11 N O CD mm a O MERIDIAN ACCESS #1 / MERIDIAN ROAD w 12 o O _ N J r; LAKE HAZEL RD e' NO ACCESS 3 a 2 0 N O �L m m N AMITY ACCESS #3 / AMITY ACCESS #2 / AMITY ACCESS #1 / AMITY ROAD AMITY ROAD AMITY ROAD AMITY ROAD / MERIDIAN ROAD a 11 N cO') 10 N J O V OM20 m 45 50 —► f 65 115 —i � 55 230 -� f— 50 75 125 � 30 55 �f 1 m m� m N N SITE -GENERATED + PASS -BY TRAFFIC - SITE FRONTAGE STUDY INTERSECTIONS ACCESS SCENARIO #3 - WEEKDAY PM PEAK HOUR = MERIDIAN, IDAHO KITTELSON & ASSOCIATES, INC. IXj TRANSPORTATION ENGINEERING/ PLANNING South Meridian Center August 2008 — SCENARIO HARRIS ACCESS #2 / HARRIS ACCESS #1 / HARRIS STREET HARRIS STREET HARRIS STREET/MERIDIAN ROAD N .- - �1 205 — 101- F15 �25 15--- 0--25 5-11. .4_5 5� _/ 70 20-,.,4 0(5 1 t 1w n o n N M . V MERIDIAN ACCESS #2 / MERIDIAN ROAD 69J 13 � o — VICTORY RD 70 t 0 0 — ¢ HARRIS ST w 8 7 5 z 13 MERIDIAN ACCESS #3 / MERIDIAN ROAD z 14 p a 12 11 'S AMITY RD -� 10 1301- + Y N 9 0 CL � t w m E 6 Q 2 w i CDMERIDIAN ACCESS #1 / MERIDIAN ROAD U) o - U 12 ��2 �1 LAKE HAZEL RD Q a �i 95 - N m m t N m N N AMITY ACCESS #3! AMITY ACCESS #2 / AMITY ACCESS #1 / 3 AMITY ROAD AMITY ROAD AMITY ROAD AMITY ROAD / MERIDIAN ROAD a cr R R 50 ` 20 65 � ` 85 75 155 45 a 50 --- 4- -4— 65 15 --- 0- .4-- 5 215 F 50 15 —► if 30 45 t bmj N d m co SITE -GENERATED + PASS -BY TRAFFIC - SITE FRONTAGE STUDY INTERSECTIONS ACCESS SCENARIO #4 - WEEKDAY PM PEAK HOUR _ MERIDIAN, IDAHO , ■!l1 KITTELSON & ASSOCIATES, INC. TRANSPORTATION ENGINEERING / PLANNING South Meridian Center August2008 VICTORY ROAD / MERIDIAN ROAD O m^m .: j �. 70� LOS=D 120 ---P- Del=48.8 .4--- 365 55 —,�t V/C==0.91 or- 310 N (NOM LAKE HAZEL ROAD / MERIDIAN ROAD 2 ova CM=WBTR 20 30 LOS=F De1=>50 100 90 <5 V/C=f>7.0 30 N f�rD N LINDER ROAD / AMITY ROAD O O V N 5 J LOS=F *— 40 320 1 Del=>50 F 790 20 VV/C==>1..00I Or 85 \ 1 1 � V N LOCUST GROVE ROAD/ AMITY ROAD 7;L OS=F � 50 295 --► Del=>50 -4--- 670 20 WC_-1.0 5 \ 2 Itw t2 V / � YEAR 2013 TOTAL TRAFFIC CONDITIONS - OFF -SITE STUDY INTERSECTIONS WEEKDAY PM PEAK HOUR MERIDIAN, IDAHO KITTELSON & ASSOCIATES, INC. C TRANSPORTATION ENGINEERING / PLANNING South Meridian Center August 2008 HARRIS ACCESS #2 / • HARRIS ACCESS #1 / — HARRIS STREET HARRIS STREET HARRIS STREET/MERIDIAN ROAD 0 CM=NB CM=N6 LOS=A LOS=B F165:-:N�V/C=0.80 15 30 --► 25 Del=8.6 30 --► � 40 : Del=11.3 f-- 5 <5 25 V/C=0.01 10 325 V/C=01.3.41 30 v0m 0 s MERIDIAN ACCESS #2 / MERIDIAN ROAD 13 MERIDIAN ACCESS #3 / MERIDIAN ROAD 14 MERIDIAN ACCESS #1 / MERIDIAN ROAD 12 AMITY ACCESS #3 / AMITY ACCESS #2 / AMITY ACCESS #1 / AMITY ROAD AMITY ROAD AMITY ROAD AMITY ROAD / MERIDIAN ROAD 11 n o o m 1� o S ao m O9 0 v © v mu vi r� 50 CM=SBLT 25 60 CM=SBLT 225 CM=SBRT —100 260 350 � LOS=C f— 855 Del=O.11 320 —► LOS=F � 800 Del=>50 680 —► LOS=C � 985 Del=20.0 LOS=F BO 230 � Del=>80 4 525 V/C=0.11 V/C=>/.0 V/C=0.15 185 -N V/C=>1.0 250 f �I I / 000 co n v YEAR 2013 TOTAL TRAFFIC CONDITIONS - SITE FRONTAGE STUDY INTERSECTIONS ACCESS SCENARIO #1 - WEEKDAY PM PEAK HOUR MERIDIAN, IDAHO ZAKITTELSON & ASSOCIATES, INC. TRANSPORTATION ENGINEERING / PLANNING South Meridian Center August 2008 HARRIS ACCESS #2 / CENARIO #2— HARRIS ACCESS #1 / HARRIS STREET HARRIS STREET HARRIS STREET/MERIDIAN ROAD O 5 ��N _ .� j L CM=NB CM=NB 210� LOS=C -` 15 30 0 DLOSB 8 — 25 30 � DLOS9 F 40 5 —► Del=22.9 -4— 5 <5 4 V/C=0.01 r 25 5-N V/C=0.23 145 15 V/C=f0.85 30 N O 1) � � O N 11w O V MERIDIAN ACCESS #2 / MERIDIAN ROAD U MERIDIAN ACCESS #3 / MERIDIAN ROAD O Q MERIDIAN ACCESS #1 / MERIDIAN ROAD U ° J 12 �l LAKE HAZEL RD CWEBRT LOS=E 155 —,,4 Del=38.9 V/C==0.62 1 AMITY ACCESS #3 / AMITY ACCESS #2 / AMITY ACCESS #1 / 0 m 0 AMITY ROAD AMITY ROAD AMITY ROAD AMITY ROAD / MERIDIAN ROAD 11 m 1 � N O © N v'2 50� CM=SBLT 25 55 � CM=SBLT ` 125 CM=SBRT 1 105 265 � LOS=F k- 75 350 —f LOS=C � 855 Del=19.6 325 —► LOS=E � 800 Del=44.9 540� LOS=C �— 880 Del=17.7 190 Del=>80 �530 V/C=0.11 V/C=0.74 V/C=0.13 80 V/C=>1.0 Mr 250 f 1 000 covv r YEAR 2013 TOTAL TRAFFIC CONDITIONS - SITE FRONTAGE STUDY INTERSECTIONS ACCESS SCENARIO #2 - WEEKDAY PM PEAK HOUR .. MERIDIAN, IDAHO ' KITTELSON & ASSOCIATES, INC. TRANSPORTATION ENGINEERING / PLANNING South Meridian Center HARRIS ACCESS #2SCENARIO / ' HARRIS STREET r HARRIS ACCESS #1 / HARRIS STREET 0 CM=NB 30 —► LOS=A 4 5 Del=9.7 V/C=0.24 7 \ 2 N August2008 HARRIS STREET/MERIDIAN ROAD 215 � LOS=B �15 0 5 � Del=19.2 1— 5 0 25 - V/C=0.81 30 I V � V MERIDIAN ACCESS #2 / MERIDIAN ROAD 13 CM=EBRT LOS=D 125 Del=30.8 V/C=0.49 I n m MERIDIAN ACCESS #3 / MERIDIAN ROAD CM=EBRT LOS=E 155 Del=38.4 V/C=0.62 1 00 c2 n m MERIDIAN ACCESS #1 / MERIDIAN ROAD 12 AMITY ACCESS #3 / AMITY ACCESS #2 / AMITY ACCESS #1 / AMITY ROAD AMITY ROAD AMITY ROAD AMITY ROAD / MERIDIAN ROAD 65 CM=SBLT 85 CM=SBRT75 250 LOS=E D50::� 315 •—► LOS=E 800 Del=47.5 530—► LOS=C 845 Del=16.9 100 190 —► Del=74, i F 505 V/C=0.76 V/C=0.13 904V/C=-1.0 —250 f �I 1 / N O O � m V n YEAR 2013 TOTAL TRAFFIC CONDITIONS - SITE FRONTAGE STUDY INTERSECTIONS ACCESS SCENARIO #3 - WEEKDAY PM PEAK HOUR MERIDIAN, IDAHO �C1 KITTELSON & ASSOCIATES, INC. mn TRANSPORTATION ENGINEERING / PLANNING South Meridian Center 2008 HARRIS ACCESS #2 / HARRIS ACCESS #1 / HARRIS STREET HARRIS STREET HARRIS STREET/MERIDIAN ROAD O O N m N CM=NB CM=NB 215 LOS=6 *�15 30 —1 pOSB 6 ~ 25 30 --- 0- DelLOS9 A f— 40 5 ---► Del=19.2 4-5 <5 --,A ,e— 25 5 V/C=0.24 pe,— 70 25 - r 30 RV/C=0.01 1 N O RV/C=0.81 1 t N O O N MERIDIAN ACCESS #2 / MERIDIAN ROAD 69� 13 �0 CM=EBRT LOS=C VICTORY RD 70� Del=24.8 V/C=0.29 I 0 cl w z14 HARRITAMIFY m MERIDIAN ACCESS #3 / MERIDIAN ROAD CM=EBRT RD LOS=D 130 Del=33.2 Er 0 Ir W RV/C=0.53 11 m Z Q O MERIDIAN ACCESS #1 / MERIDIAN ROAD U ° 12 �m �1J LAKE HAZEL RD CM=EBRT LOS=D 95 Del=28.7 V/C=0.40 1 AMITY ACCESS #3 / AMITY ACCESS #2 / AMITY ACCESS 41 / 0 AMITY ROAD AMITY ROAD AMITY ROAD AMITY ROAD / MERIDIAN ROAD O9 10 65 - CM=SBLT *185CM=SBRT *— 75 250� LOS=E �100 D 315 —► LOS=E f_ 800 Del=42.0 515 —► LOS=Cf,_845 Del=16.9 185 � Del=73.5 f— 505 V/C=0.71 V/C=0.13 80-NV/C=A.0 250 f 1 �wv n YEAR 2013 TOTAL TRAFFIC CONDITIONS - SITE FRONTAGE STUDY INTERSECTIONS ACCESS SCENARIO #4 - WEEKDAY PM PEAK HOUR JED MERIDIAN, IDAHO ■YI'l KITTELSON & ASSOCIATES, INC. MIN TRANSPORTATION ENGINEERING / PLANNING South Meridian Center August 2008 Transportation Impact Analysis .. As shown in Table 6, all off -site study intersections, except the Victory Road/Meridian Road intersection, are forecast to operate at unacceptable levels of service and at volume -to -capacity ratios greater than 1.0 during the year 2013 total traffic conditions. All of the improvements identified under year 2013 background traffic conditions are required at these intersections under year 2013 total traffic conditions to bring these intersections to an acceptable level of service. Iwo Appendix "J" contains the year 2013 "mitigated" total traffic level -of -service worksheets for study intersections #1 through #4. Intersection Level of Service - Access Scenarios #1 - #4 An operational analysis was performed at the site frontage intersections (Amity Road/Meridian .� Road and Harris Street/Meridian Road) and the site access points for Access Scenarios #1 through #4 under year 2013 total traffic conditions during the weekday p.m. peak hour. As shown in Figures 13A through 13D, all of the site frontage intersections and site access points are forecast to operate at acceptable levels of service under the four access scenarios, except for the Amity Road/Meridian Road intersection and the Amity Access #2/Amity Road intersection. Appendices " K" through "N" contain the year 2013 total traffic level -of -service worksheets for the site frontage intersections and site access points under Access Scenarios #1 through #4, respectively. Table 7 summarizes the traffic operations at the site access points and frontage intersections. Table 7 Traffic Operations Summary, Site Access Points and Frontage Intersections 2013 Total Traffic 2008 2013 Access Access Access Access Traffic Existing Background Intersection Control' Traffic Traffic Scenario 1 Scenario 2 Scenario 3 Scenario 4 Harris Street/ TWSC - -- -- -- D/0.09/EB' F/0.19/EB Meridian Road SIGNAL - - -- - - C / 0.803 - C / 0.85 -------`------- C / 0.81 --------------- C / 0.81 SIGNAL C / 0.75 E / 1.00 F / 1.30 F / 1.30 F / 1.26 F / 1.26 Amity Road/ Meridian Road SIGNAL` ------------------------------ - - - - - - D / 0.89 ------------- F / 1.19 - - -•----- F / 1.09 ---------------- E / 1.05 --------------- F / 1.04 SIGNALS D / 0.91 D / 0.92 D / 0.89 D / 0.89 Harris Access #1 TWSC B/0.41/NB A/0.23/NB A/0.24/NB A/0.24/NB Harris Access #2 TWSC A/0.01/NB A/0.01/NB A/0.01/NB A/0.01/NB Amity Access #1 TWSC C/0.15/SBR C/0.13/SBR C/O.13/SBR C/0.13/SBR Amity Access #2 TWSC F/1.26/SBL E/0.74/SBL E/0.76/SBL E/0.71/SBL Amity Access #3 TWSC C/0.11/SBL C/O.11/SBL C/O.11/SBL C/O.11/SBL Meridian Access #1 TWSC E/0.62/EBR D/0.40/EBR Meridian Access #2 TWSC D/0.56/EBR E/0.62/EBR D/0.53/EBR Meridian Access #3 TWSC D/0.49/EBR C/0.29/EBR - I VYJI- Is cwo-way, scoppea concrol; J1UNAL IS crarric signal. 21-evel of Service / Volume -to -capacity ratio / Critical Movement 31-evel of Service / Volume -to -capacity ratio `Assumed mitigations include an additional WB through lane for a total of two WB through lanes and an exclusive WB right -turn lane. -'Assumed mitigations, in addition to the previous background mitigations, include a SB right -turn lane with overlap phasing, an EB right -turn lane with overlap phasing, and EB dual left -turn lanes. Kittelson & Associates, Inc. 48 <'' South Meridian Center August 2008 Transportation Impact Analysis The results of the operational analysis (shown in Table 7) at the site frontage intersections and the site access points indicate that all intersections, except the Amity Road/Meridian Road intersection and Amity Access #2/Amity Road intersection (only under Scenario #1), operate at acceptable levels of service under year 2013 total traffic conditions for all access scenarios. Additional improvements are required at these two intersections to bring the intersection operations to an acceptable level of service. Amity Road/Meridian Road The Amity Road/Meridian Road intersection is currently signalized and projected to operate at an unacceptable level of service under both background and total traffic conditions. In addition to the lane improvements (westbound right -turn lane and additional through lane) identified for the year 2013 background traffic conditions, the following improvements are needed to bring the intersection to an acceptable level of service: • A southbound right -turn lane with overlap; • An eastbound right -turn lane with overlap; and • An additional eastbound left -turn lane to provide dual eastbound left -turn lanes. These improvements are consistent with the ACHD CIP and South Meridian Transportation Plan. Amity Access #2/Amity Road The Amity Access #2/Amity Road intersection is forecast to operate at unacceptable levels of service and at a volume -to -capacity ratio greater than 1.0 without access to Meridian Road (Access Scenario #1— Figure 13A). With access to Meridian Road (i.e., right-in/right-out and right-in/right-out/left-in movements), the traffic operations at the Amity Access #2/Amity Road intersection improves to a volume -to -capacity ratio ranging from 0.71 to 0.76 and a level -of -service "E". This assumes a two- way left -turn lane providing drivers with the opportunity for two -stage gap acceptance for the southbound left -turn movement. As limited access is provided along Meridian Road, the traffic operations at the access points along Amity Road improve greatly because traffic volumes are more evenly distributed between the access points on Harris Street, Meridian Road, and Amity Road. Although this intersection is projected to operate at an acceptable level of service under Access Scenarios #2 through #4, a traffic signal or roundabout would likely be needed at this intersection in the future when development occurs to the south of Amity Road. The intersection is projected to meet MUTCD traffic signal warrants and operate at an acceptable level of service with a traffic signal. The spacing between this intersection and the Amity Road/Meridian Road intersection is 660 feet. This spacing is adequate to accommodate the projected vehicle queues and design of the turn lanes at both intersections. As mentioned earlier, the location of this access and a traffic signal control would provide an optimum connection to the vacant land parcel to the south as it develops. Appendix "O" contains the year 2013 "mitigated total traffic level -of -service worksheets for the site frontage intersections and site access points. Kittelson & Associates, Inc. 49 South Meridian Center Transportation Impact Analysis August 2008 SYSTEM EFFECTS OF RESTRICTING ACCESS AND TURNING MOVEMENTS .. This section discusses the effects of restricting site access and turning movements based on the operational analysis performed above and some of the site constraints. low No Access Points an Meridian Road Access Scenario #1 provides the operational analysis results without any access to Meridian Road. a. Without these access points, the Amity Access #2/Amity Road intersection is forecast to operate at an unacceptable level -of -service "F" and about 25-percent overcapacity. Access Scenarios #2 through #4 provide a combination of right-in/right-out and right-in/right- out/left-in access points along Meridian Road. Under these scenarios, the Amity Access #2/Amity Road intersection improves greatly with the addition of each access point along Meridian Road. With each access point provided along Meridian Road, the number of vehicles entering and leaving via Amity Access #2/Amity Road intersection is reduced and therefore, allows for under capacity and acceptable level of service operations at this intersection. Lastly, the right-in/right-out access .. points on Meridian Road (shown in Access Scenario #2) are expected to have very little impact to the through traffic on Meridian Road due to the fact that these access points will have exclusive inbound right -turn lanes. Without a Northbound Left -In on Meridian Road Access Scenario #2 illustrates the operational analysis results without a northbound left -in movement on Meridian Road. Without the northbound left -in, the Meridian Road/Amity Road intersection will experience a slight increase in volume -to -capacity ratio due largely to the increase in traffic for the critical northbound left -turn and eastbound through movements. The northbound left -in movement on Meridian Road is projected to operate under capacity with minimal impact to the traffic flow. Additionally, allowing the northbound left -in at this location provides an operational benefit to the Harris Street/Meridian Road intersection. The northbound left -in movement provides significant benefits to on -site circulation, allowing drivers to enter at the midpoint of the site on Meridian Road and distribute to both the north and south sides of the site. Without the northbound left -in movement, most drivers from the south or east will have to enter the site through the access points on Amity Road and have to travel on internal roadways to reach the northern portion of the site. The design of the northbound left -in will be critical to provide adequate buffer between the high speed vehicles traveling on Meridian Road and vehicles stopped in the median to make this left -in maneuver. PREFERRED ACCESS SCENARIO Based on the operational analysis and the system effects discussion above, Access Scenario #3 and #4 could be implemented with the proposed South Meridian Center development. However, given that the South Meridian Center will be developed over several phases, Access Scenario #4 provides better on -site circulation and a small operational benefit to the operations of Amity Road and Harris Street/Meridian Road intersection. Therefore, Access Scenario #4 is the preferred access scenario for .. Kittelson & Associates, Inc. so a. South Meridian Center August 2008 Transportation Impact Analysis the proposed South Meridian Center development. Figure 14 illustrates the preferred access scenario operational benefits and site constraints. As shown in Figure 14, distributing access along Harris Street, Meridian Road, and Amity Road provide for better traffic operations and overall circulation of the development. STUDY INTERSECTION AND SITE ACCESS MITIGATIDN SUMMARY The recommendations for mitigation treatments at all study intersections operating at unacceptable �+ levels of service are based on recommendations provided in the South Meridian Transportation Plan and ACHD CIP. Figure 15 summarizes the recommended mitigation treatments for each of the study intersections. These improvements are identified as being consistent with the ACED CIP, South Meridian Transportation Plan, or developer installed and are necessary to bring all study intersections and access points to an acceptable level of service under year 2013 background traffic conditions and to mitigate the impacts of traffic generated by the South Meridian Center. 95T" PERCENTILE QUEUING ANALYSIS .. For purposes of the future design of the study intersections in the vicinity of the proposed development, a 95th percentile queuing analysis was performed under year 2013 total traffic conditions to determine the required storage lengths. The traffic volumes and lane configurations am from the preferred Access Scenario #4 were used to perform the queuing analysis under the total traffic with mitigations scenario. The previously mentioned mitigation recommendations were assumed to be in place for this analysis. Tables 8 and 9 summarize the 951h percentile queues for am year 2013 total traffic conditions at the Amity Road/Meridian Road and Harris Street/Meridian Road intersections, respectively, during the weekday p.m. peak hour. ftm Table 8 95th Percentile Queuing Analysis - Year 2013 Total Traffic Conditions, Weekday PM Peak Hour Intersection Movement Existing Storage Lengths (Feet) Without Mitigations Queue Lengths (Ft) With Mitigations Queue Lengths (Ft) Amity Road/Meridian Road NB Left -Turn 150 175 175 NB Through 300 300 SB Left -Turn 150 200 200 SB Through 525 450 SB Right -Turn N/A N/A 175 EB Left -Turn 125 325' 175' EB Through N/A 325 250 EB Right -Turn N/A N/A 125 WB Left -Turn 100 325 300 WB Through N/A 275 275 WB Right -Turn N/A 150 150 ' Queue is estimated assuming a single EBLT lane with protected phasing. z Queue is estimated per lane for the assumed dual EBLT lanes. Kittelson & Associates, Inc. 51 South Meridian Center Transportation Impact Analysis August 2008 Table 9 95th Percentile Queuing Analysis - Year 2013 Total Traffic Conditions, Weekday PM Peak Hour Existing Storage Without Mitigations With Mitigations Intersection Movement Lengths (Ft) Queue Lengths (Ft) Queue Lengths (Ft) NB Left -Turn N/A 75 75 NB Through 200 200 Harris Street/Meridian Road' SB Through 375 375 EB Left -Turn N/A 275 250 EB Right -Turn N/A 75 75 I Assumed to be constructed as a signalized intersection with left -turn lanes both with and without mitigations. As shown in Tables 8 and 9, both the Amity Road/Meridian Road and Harris Street/Meridian Road intersections require extending existing storage lengths or creating new storage bays under year 2013 total traffic conditions. Based on the 95th percentile queuing analysis, no operational deficiencies or vehicle spillbacks to adjacent intersections or access points are anticipated under year 2013 total traffic conditions. Appendix "P" contains the 9511, percentile queuing worksheets for the two study intersections. AVERAGE DAILY TRAFFIC ROADWAY VOLUMES As required by ACHD, average daily traffic (ADT) link volumes were estimated for each of the study roadways. The link volumes were estimated by using existing ADT volumes from the ACHD Traffic Counts website, growth rates from the year 2013 weekday p.m. peak hour background traffic analysis, and estimated daily trips from the South Meridian Center as shown in Table 10. Table 10 Average Daily Traffic Link Volumes Summary Roadway Location Existing ACHD Counts I Year 2013 I Background South Meridian Added I Year 2013 Total North of Victory Road 26,300 32,000 4,000 36,000 Meridian Road' Victory Road to Amity Road 24,100 29300 , 5,400 34,700 Amity Road to Lake Hazel Road 22,400 27,300 31500 ' South of Lake Hazel Road 20,700 25,200 2,700 30,800 27,900 Amity Road Linder Road to Meridian Road 7,200 10,600 2,400 Meridian Road to Locust Grove Road 5,700 13,000 8,400 1,700 10,100 Victory Road' Linder Road to Meridian Road 4,800 5,800 Meridian Road to Locust Grove Road 700 6,500 5,400 6,600 700 7,300 Linder Road Victory Road to Amity Road 700 900 Amity Road to Lake Hazel Road 500 1,400 1,300 1,600 500 2,100 Locust Grove Victory Road to Amity Road Road' 4,000 4,900 300 5,200 Amity Road to Lake Hazel Road ' Growth rate assumed as 4% per 900 1,100 100 1,200 Z Growth rate assumed year. as 8% per year. Kittelson & Associates, Inc. 54 w South Meridian Center Transportation Impact Analysis August 2008 YEAR 2030 LINK LEVEL PLANNING ANALYSIS The COMPASS 2030 forecast peak hour link volumes were used to conduct a planning level analysis of the roadway segments listed below. Peak hour volumes were taken from the 2030 Community Choices model, which included modified demographics to more accurately represent the traffic analysis zone for the proposed South Meridian Center. Peak hour volumes were also taken from the 2030 Community Choices model with modified demographics using data from the City of Meridian Comprehensive Plan and roadway improvements based on the 2008-2013 .. Transportation Improvement Program. The sections of the Meridian Road and Amity Road corridors listed below were analyzed as part of the year 2030 analysis. In accordance with the lane configuration assumptions provided in the COMPASS 2030 Community Choices model (based on ACHD's Capital Improvements Plan and Five -Year Work Program), roadway segments in this analysis are assumed to be as follows: • Meridian Road o Victory Road to Harris Street - 5lanes with median control .� o Harris Street to Amity Road - 5 lanes with median control o Amity Road to Lake Hazel Road - 5 lanes with continuous center left -turn lane • Amity Road o Linder Road to Meridian Road - 3 lanes with continuous center left -turn lane o Meridian Road to Locust Grove Road - 5 lanes with continuous center left -turn lane The planning level analysis involves comparing the forecast directional peak -hour volumes shown in Table 9 to the ACHD Street Capacity Guidelines set forth in the ACHD Capital Improvements Plan. ACHD has defined approximate directional peak -hour volumes that correspond to a certain level of service. All segments of Meridian Road and Amity Road, except the Meridian Road to Locust Grove Road segment of Amity Road (classified as a Minor Arterial), are classified as Principal Arterial according to the Ada County 2030 Functional Classification Map (Reference 17). For planning purposes, ACHD requires a minimum LOS "D" to be maintained on its Minor Arterial roadways and a minimum LOS E to be maintained on its Principal Arterial roadways. Table 11 contains the 2030 directional peak -hour volumes and the corresponding level -of -service forecast for each roadway segment. Kittelson & Associates, Inc. 55 aw South Meridian Center Transportation Impact Analysis Table 11 2030 ACHD Street Canarity Anal is August 2008 y Community Choices Community Choices Model with Model Meridian Adjusted Comp. Plan Peak Hour -- Roadway Segment Assumed Roadway Size Directional Peak Hour Directional Volumes LOS Volumes LOS Meridian Road Victory Road to 5 Lanes median Harris Street controlled 1,510 C 2,415 F Meridian Road Harris Street to 5 Lanes median Amity Road controlled 1,315 C 2,295 F Meridian Road Amity Road to 5 Lanes Lake Hazel Road continuous left- 1,540 C 2,020 F turn lane _ Amity Road Linder Road to Meridian RoadF 3 Lanes continuous left-, 635 C 1165 turn lane Meridian Road 5 Lanes Amity Road —' to Locust Grove continuous left- 1,345 C 1,745 Road turn lane E .. As shown in Table 11, all segments along the Meridian Road and Amity Road corridors are forecast to operate at level -of -service "C" under the Community Choices model, which satisfies ACHD's street capacity requirements for these facilities. Table 10 also shows that under the modified Um demographics consistent with the City of Meridian Comprehensive Plan, all segments along Meridian Road and Amity Road are forecast to operate at levels of service that do not satisfy ACHD's street capacity requirements. Appendix "Q" contains the year 2030 Community Choices Model No volumes and the year 2030 Community Choices model with modified demographics consistent the City of Meridian Comprehensive Plan. ON -SITE CIRCULATION/SITE-ACCESS CONSIDERATIONS Internal circulation was evaluated to ensure that the site provides sufficient on -site circulation for pedestrian movements and internal traffic. Figure 2 illustrates the proposed development plan. The building pads and proposed site access points are constrained for the proposed development due to the Tumbler Lateral easement on the west property line and the Williams Pipeline easement, as shown in Figure 2. As mentioned earlier, access to the proposed development is planned to be provided via two access points on Harris Street, three access points on Meridian Road, and three access points on Amity Road. This westerly access on Amity Road will serve as a collector roadway (backage road) between the residential uses and mixed -use regional center. Sufficient sight distance is currently available at the proposed site -access points provided that shrubbery and landscaping near the site access points is maintained. All of the site access points are forecast to operate acceptably with stop -control under all access scenarios except the Amity Access #2/Amity Road intersection under all access scenarios. However, •- under Access Scenarios #2 through #4, this intersection is projected to operate under capacity. Kittelson & Associates, Inc. 56 South Meridian Center Transportation Impact Analysis August 2008 !Forth -South Collector Roadway ACHD, ITD, and City of Meridian staff have requested that a north -south collector roadway be provided along the western edge of the property. This roadway is identified as a Commercial Collector in the ACHD Draft Street Typology Map from the TLIP study. As shown in Figure 2, this roadway is planned to be located approximately 1,230 feet to the west of Meridian Road. It will be located between the proposed development and planned residential to the west and provide connectivity between Amity Road and Harris Street. Traffic volumes on this roadway are expected to be consistent with a local/collector roadway that serves both residential and commercial uses. Approximately, ten to fifteen percent of the proposed site traffic is anticipated to utilize this intersection under Access Scenarios #3 and #4. However, this roadway will mostly serve the residential development in the area for those travelling to the west and east on Amity Road. As growth in the area occurs, this intersection should be monitored for future traffic control modification. With the provision of this north -south collector roadway, it is proposed that a service road will be provided between the collector and the back of the buildings. This service road will provide truck access between the retail buildings and the collector roadway. It is recommended that the roadway design, service driveway design parallel to this road, and control type of the intersection with Amity Road be coordinated with ACHD. Pedestrian Connectivity Figure 2 shows that the proposed site plan for South Meridian Center incorporates continuous, meandering pedestrian paths along the site frontage on Amity Road, Meridian Road, Harris Street, and along a portion of the western boundary of the property. Additionally, a pedestrian pathway is proposed to be located within the Williams Pipeline Easement in the northwest quadrant of the site and connect with the 1/4 mile east -west roadway at Meridian Road. It is recommended that these pathways be constructed in order to provide adequate pedestrian connectivity within the site and to areas immediately surrounding the site. 95t" Percentile Queuing Analysis — Site Access Points (#7-#14) For purposes of the future design of the site access points for the proposed development, a 95th percentile queuing analysis was performed under year 2013 total traffic conditions to determine the required storage lengths. The traffic volumes and lane configurations from the preferred Access Scenario #4 were used to perform the queuing analysis. Table 12 summarizes the 951h percentile queues at the site access points for year 2013 total traffic conditions during the weekday p.m. peak hour. Kittelson & Associates, Inc. 57 South Meridian Center Transportation Impact Analysis August 2008 Table 12 95th Percentile Queuing Analysis - Year 2013 Total Traffic Conditions, Weekday PM Peak Hour Intersection Movement Site Plan Storage Lengths (Ft) Estimate Queue Lengths (Ft) Harris Access #1/Harris Street NB Left -Turn 25 25 NB Right -Turn 25 25 Harris Access #2/Harris Street NB Left -Turn 175 25 NB Right -Turn 175 25 Amity Access #1/Amity Road SB Right -Turn 115 25 Amity Access #2/Amity Road SB Left -Turn SB Right -Turn 250 250 125 EB Left -Turn N/A 25 25 Amity Access #3/Amity Road SB Left -Turn SB Right -Turn 250 250 25 EB Left -Turn N/A 25 25 Meridian Access #1/Meridian Road EB Right -Turn 100 50 Meridian Access #2/Meridian Road EB Right -Turn 200 5o Meridian Access #3/Meridian Road NB Left -Turn N/A 75 EB Right -Turn 230 75 _ As shown in Table 12, all projected vehicle queues can be accommodated under the current site plan. Appendix "R" contains the 95"t percentile queuing worksheets for site access points #7414. — Left -Turn Lane !Warrant Analysis Left -turn lane warrant analyses were performed at all site access intersections with left -turns into the South Meridian Center site. The traffic volumes from the preferred Access Scenario #4 were used to perform the left -turn lane warrant analyses. The warrant analyses were based on the left - turn lane warrant guidelines outlined in the National Cooperative Highway Research Program (NCHRP) Report 457: Engineering Study Guide for Evaluating Intersection Improvements (Reference 18). The guidelines take into account the left -turn peak hour volume, the advancing and opposing peak hour volumes, and the posted speed of the subject roadway. Table 13 shows the results of the left - turn lane warrant analyses with recommendations on left -turn lane installation. Appendix "S" contains the left -turn lane warrant worksheets. Kittelson & Associates, Inc. 58 South Meridian Center Transportation Impact Analysis August 2008 Table 13 Year 2013 Total Traffic Conditions Left -Turn Lane Evaluation (Site Access Points) Site Access Movement NCHRP 457 Left - Turn Lane Warrant Recommendation — Harris Access #1 WB Left -Turn Not Warranted Do not install westbound left -turn lane. Harris Access #2 WB Left -Turn Not Warranted Do not install westbound left -turn lane. Amity Access #2 EB Left -Turn Warranted Install eastbound left -turn lane with approximately 100 feet of storage. Amity Access #3 EB Left -Turn Warranted Install eastbound left -turn lane with approximately 100 feet of storage. Meridian Access #3 NB Left -Turn Warranted Install northbound left -turn lane with approximately 100 feet of storage. Right -Turn Lane Warrant Analysis Right -turn lane warrant analyses were performed at all site access intersections. The traffic volumes from the preferred Access Scenario #4 were used to perform the right -turn lane warrant analyses. The warrant analyses were based on the right -turn lane warrant guidelines outlined in the National Cooperative Highway Research Program (NCHRP) Report 457: Engineering Study Guide for Evaluating Intersection Improvements (Reference 18). The guidelines take into account the right -turn peak hour volume, the advancing and opposing peak hour volumes, and the posted speed of the subject roadway. Table 14 shows the results of the right -turn lane warrant analyses with recommendations on right -turn lane installation. Appendix "T" contains the right -turn lane warrant worksheets. Table 14 Year 2013 Total Traffic Right -Turn Lane Evaluation (Site Access Points) NCHRP 457 Right - Site Access Movement Turn Lane Warrant Recommendation Harris Access #1 EB Right -Turn Not Warranted Do not install separate eastbound right -turn lane. Harris Access #2 EB Right -Turn Not Warranted Do not install separate eastbound right -turn lane. Amity Access #1 WB Right -Turn Warranted Install westbound right -turn lane with 100 feet of deceleration length plus 120 feet of taper length. Amity Access #2 WB Right -Turn Warranted Install westbound right -turn lane with 100 feet of deceleration length plus 120 feet of taper length. Amity Access #3 WB Right -Turn Warranted Install westbound right -turn lane with 100 feet of deceleration length plus 120 feet of taper length. Meridian Access #1 SB Right -Turn Warranted Install southbound right -turn lane with 405 feet of deceleration length plus 120 feet of taper length. Meridian Access #2 SB Right -Turn Warranted Install southbound right -turn lane with 405 feet of deceleration length plus 120 feet of taper length. Meridian Access #3 SB Right -Turn Warranted Install southbound right -turn lane with 405 feet of deceleration length plus 120 feet of taper length. Kittelson & Associates, Inc. South Meridian Center Transportation Impact Analysis August 2008 On -Fete Summary The following activities are recommended to ensure adequate safety and operation at the internal intersections and roadways: • All local streets within the development should have two travel lanes. • Shrubbery and landscaping near the internal intersections and site access points should be maintained to ensure adequate sight distance. • A collector roadway (backage road), referred to as Amity Access #3 should be constructed along the west side of the property. The design of this roadway, design of the service driveway parallel to this road, and control type of the intersection with Amity Road should be coordinated with ACHD. • Provide a continuous pedestrian path along the site frontage with Amity Road, Meridian Road, Harris Street, and along the western boundary of the property. • On -site circulation and truck circulation should be reviewed as part of the final site plan review. Meridian Road is classified by ITD as an Urban Access Type IV highway facility, which has the following general characteristics: • Minimum spacing for intersections (unsignalized and signalized) is one-half mile. • Private and commercial approaches are not allowed on Type IV facilities according to ITD access management policy. The recommended Access Scenario #4 does not meet the access spacing requirements for all access points along Meridian Road. Therefore, access variances will need to be obtained from the City of Meridian and an exception to the ITD policy will be required for each access point on Meridian Road. It should be noted that the preferred access scenario reduces the number of deeded access points from seven to three on this section of Meridian Road. All access points proposed along Amity Road meet the ACHD Access Management standards. Kittelson & Associates, Inc. 60 I I I I I I I Section 5 Conclusions and Recommendations South Meridian Center Conclusions and Recommendations August 2008 Conclusions and Recommendations The results of the traffic impact analysis indicate that the proposed South Meridian Center development can be developed while maintaining acceptable levels of service and safety on the -- surrounding transportation system as long as the recommended mitigations are in place. The analysis developed the following findings and recommendations. FINDINGS Year 2008 Existing Conditions • All of the study intersections currently operate at acceptable levels of service during the weekday p.m. peak hour except for the Lake Hazel Road/Meridian Road intersection, which operates at a level -of -service "F" with a volume -to -capacity ratio greater than 1.0 for the critical westbound through movement. The following specific intersection improvements — are needed to bring the intersection operations to an acceptable level -of -service "D." o The Meridian Road/Lake Hazel Road intersection is currently planned for signalization in the ACHD's CIP (CIP # INT207-67) and South Meridian Transportation Plan. A planning -level signal warrant analysis found that traffic signal warrants are met at this intersection. • A review of historical crash data at the study intersections and roadways revealed the '— following: o At the Meridian Road/Victory Road intersection, angle and rear -end type crashes were the majority of the reported 42 crashes. A traffic signal was installed at this intersection in 2006, which is expected to help reduce the number of angle crashes along with the total number of intersection crashes. o At the Meridian Road/Amity Road intersection, turning type crashes were the most prevalent of the 23 crashes (one fatality) being recorded at this intersection. o At the Meridian Road/Lake Hazel Road intersection, all but one of the 12 crashes were angle and turning -type crashes at this intersection. • The site frontage along Meridian Road has seven deeded access points between Amity Road and Harris Street. Year 2013 Background Traffic Conditions • The Cavanaugh Subdivision (Kastera Homes) was identified as the only approved development in the site vicinity. Traffic generated by this development was included in the traffic analyses as in -process traffic volumes. • The year 2013 background traffic conditions operational analysis shows that all study intersections, except the Victory Road/Meridian Road intersection, are forecast to operate at unacceptable levels of service and at volume -to -capacity ratios greater than 1.0 under all Kittelson & Associates, Inc. 62 aw South Meridian Center Conclusions and Recommendations August 2008 .w access scenarios. The following specific intersection improvements are needed to bring the 0.0 intersection operations to an acceptable level -of -service "D." o The Meridian Road/Lake Hazel Road intersection is currently planned for signalization in the ACHD's CIP (CIP # INT207-67) and South Meridian WO Transportation Plan. This improvement is identified under existing traffic conditions. o The Harris Street/Meridian Road intersectionis currently planned for signalization MW based on the development conditions from the Cavanaugh Subdivision project. o A westbound right -turn lane and additional through lane are planned at the Amity Road/Meridian Road intersection as part of the ACHD CIP (CIP #RD207-8) and .. South Meridian Transportation Plan. o A single -lane roundabout or traffic signal (with exclusive left -turn lanes for each movement) is identified at the Linder Road/Amity Road intersection as part of the ACHD CIP (CIP #INT207-37) and South Meridian Transportation Plan. o A traffic signal with exclusive left -turn lanes is indentified at the Locust Grove Road/Amity Road intersection as part of the ACHD CIP (CIP #INT207-67) and South Meridian Transportation Plan. Proposed Development Plan • The proposed development is estimated to generate 13,415 net new trips each day; 1,330 net _ new trips (600 inbound, 730 outbound) are projected to occur during the weekday p.m. peak hour. Year 2013 Total Traffic Conditions • The year 2013 total traffic conditions operational analysis shows that all study intersections, except the Victory Road/Meridian Road intersection, are forecast to operate at unacceptable ` levels of service and at volume -to -capacity ratios greater than 1.0 under all access scenarios. o The same improvements identified at these five intersections under year 2013 background traffic conditions are needed under year 2013 total traffic conditions to bring the intersections to an acceptable level of service. o Additionally, at the Amity Road/Meridian Road intersection, a southbound right - turn lane with overlap phasing, an exclusive eastbound right -turn lane, and an additional eastbound left -turn lane to provide dual eastbound left -turn lanes are needed to bring the intersection to an acceptable level of service. • The year 2013 total traffic conditions operational analysis conducted at the site access points shows that all site access points, except Amity Access #2/Amity Road intersection (under Access Scenario #1 only), operate at acceptable levels of service under all access scenarios. Under Access Scenarios #2 through #4, the Amity Access #2/Amity Road intersection is projected to operate under capacity and at an acceptable level of service due to site traffic -- being able to exit the site via access points on Meridian Road, reducing the demand at this access. Kittelson & Associates, Inc. 63 South Meridian Center Conclusions and Recommendations August 2008 • Without the right-in/right-out access points on Meridian Road, the traffic operations fail at the Amity Access #2/Amity Road intersection. With right-in/right-out access points on Meridian Road, traffic operations are improved significantly at the access points along Amity Road and Harris Street. • Without the northbound left -in movement along Meridian Road, the operations are worse at the Amity Road/Meridian Road intersection due to more northbound left -turn vehicles occurring at the intersection. Additionally, if the southern portion of the proposed site develops first, the northbound left -in would provide direct access to this site without having to construct the entire north -south connection to Harris Street in the interim. • A traffic signal was evaluated at the Amity Access #2/Amity Road intersection as an alternate traffic control. A planning -level signal warrant analysis found that traffic signal warrants are met at this intersection. This mitigation provides a signalized access as development occurs on the vacant property to the south of Amity Road. A comparison of the four access scenarios revealed that traffic operations improve along Amity Road, as access points are provided on Meridian Road. Year 2030 Link Level Planning Analysis • The year 2030 link level analysis shows that all segments along the Meridian Road and Amity Road corridors are forecast to operate at level -of -service "C" under the Community Choices model, which satisfies ACHD's street capacity requirements for these facilities. • The year 2030 link level analysis shows that all segments along the Meridian Road and Amity Road corridors are forecast to operate at levels of service that do not satisfy ACHD's street capacity requirements under the Community Choices model with modified demographics consistent with the City of Meridian Comprehensive Plan. On -Site Circulation/Site Access Operations • Sufficient sight distance is available at all site -access driveways provided that shrubbery and landscaping near the site access points is maintained. All of the site access points are forecast to operate acceptably with stop control under all access scenarios with the exception of Amity Access #2/Amity Road intersection. However, this intersection is projected to operate under capacity and acceptable level of service in Access Scenarios #2 through #4. Furthermore, this intersection meets traffic signal warrants and could be provided at this location to bring the intersection operations to an acceptable level of service. • All projected traffic queues can be accommodated under the current site plan design. • A left -turn lane warrant analysis conducted at all site access points with left -turns showed that an eastbound left -turn lane is warranted at Amity Access #1 and #2 and a separate northbound left -turn lane is warranted at Meridian Access U. Kittelson & Associates, Inc. 64 South Meridian Center Conclusions and Recommendations August 2008 • A right -turn lane warrant analysis conducted at all site access points showed that westbound right -turn lanes are warranted at Amity Access #1, #2, and #3, and southbound right -turn lanes are warranted at all three proposed access points on Meridian Road. • The access points along Meridian Road do not meet the ITD Type IV Access Spacing Policy. �. The access points along Amity Road and Harris Street meet the current ACHD Access Spacing Policy. RECOMMENDATIONS The recommended improvements described below are provided to ensure adequate safety and operation of the surrounding transportation system. Based on the traffic operations analysis, it is recommended that Access Scenario #3 or #4 be implemented with the proposed South Meridian Center development. However, given that the South Meridian Center will be developed over several phases, Access Scenario #4 provides better on -site circulation and a small operational benefit to the operations of Amity Road and the Meridian Road/Harris Street intersection. The recommendations for this access scenario are as follows: Improvements Required Without Development �. At the Lake Hazel Road/Meridian Road intersection, a traffic signal should be installed at this intersection with exclusive left -turn lanes and protected phasing on all approaches. This improvement should be installed under current traffic conditions. (CIP # INT207-67) • These improvements are not in the ACHD Five -Year Work Plan, but are part of the ACHD CIP and South Meridian Transportation Plan. It is expected that these improvements will be funded through either traffic impact fees or a cost sharing program with other nearby developments. All of these improvements should be monitored by ACHD and ITD to determine the appropriate timing over the next five years. o At the Harris Street/Meridian Road intersection, a traffic signal should be installed at this intersection with exclusive left -turn lanes on the south and west approaches and protected phasing for all left -turn movements. (Traffic signal conditioned on the Cavanaugh Subdivision) o At the Amity Road/Meridian Road intersection, a westbound right -turn lane and an additional through lane should be installed at this intersection. (CIP #'s RD207-8 and RD207-9, South Meridian Transportation Plan) o At the Linder Road/Amity Road intersection, a single -lane roundabout or a traffic signal with exclusive left -turn lanes for each movement should be installed at this intersection. (CIP # INT207-37, South Meridian Transportation Plan) o At the Locust Grove Road/Amity Road intersection, a traffic signal with exclusive left -turn lanes and protected -permitted phasing for all left -turn movements should be installed at this intersection. (CIP # INT207-37, South Meridian Transportation _ Plan) Kittelson & Associates, Inc. 65 South Meridian Center Conclusions and Recommendations August 2008 • The recommended storage lengths cited in the study for turn lanes at the Harris Street/Meridian Road and Amity Road/Meridian Road intersections should be provided to ensure adequate operation at these intersections. Additional Improvements Required With Development • At the Amity Road/Meridian Road intersection, a southbound right -turn lane with overlap phasing, an exclusive eastbound right -turn lane, and an additional eastbound left -turn lane to provide dual eastbound left -turn lanes should be installed at this intersection. (South Meridian Transportation Plan) _ Access to Meridian Road should be provided as a right-in/right-out access point, right- in/right-out/left-in access point, and a right-in/right-out access point at the approximate 1/8- mile, 1/4-mile, and 1/8-mile between Amity Road and Harris Street. All of the access points should include exclusive right -turn lanes and raised islands and/or medians to restrict left - out movements. • Access to Harris Street should be provided as full -movement, unsignalized access points. • Access to Amity Road should be provided at a right-in/right-out access point at 350 feet west of Meridian Road, a full -movement access at 660 feet west of Meridian Road (Amity Access #2), and a full -movement access (backage road) at 1,230 feet west of Meridian Road. Amity Access #2 should be monitored and planned for future signalization as traffic increases on Amity Road and the future development to the south occurs. o Eastbound left -turn lanes should be provided at Amity Access #2 and #3 and exclusive westbound right -turn lanes should be provided at Amity Access #1, #2, and #3. • A collector roadway (backage road), referred to as Amity Access #3 should be constructed along the west side of the property. The design of this roadway, design of the service driveway parallel to this road, and control type of the intersection with Amity Road should be coordinated with ACHD. • All access points along Meridian Road under Access Scenario #4 do not meet the access spacing requirements for an Urban Access Type IV highway facility. Therefore, access variances will need to be obtained from the City of Meridian and an exception to the ITD policy will be required for each access point on Meridian Road. • The traffic signal at the Harris Street/Meridian Road intersection should be cost -shared with the other developments in the area. • The recommended storage lengths cited in the study for turn lanes at the site access points should be provided to ensure adequate operation at each site access point. On -Site • All local streets within the development should be constructed with two travel lanes. • Provide a continuous pedestrian path along the site frontage with Amity Road, Meridian Road, Harris Street, and along the western boundary of the property. -- Kittelson & Associates, Inc. 66 ... .. .. ... South Meridian Center Conclusions and Recommendations August 2008 • Shrubbery and landscaping near the internal intersections and site access points should be maintained to ensure adequate sight distance. • On -site circulation and truck circulation should be reviewed as part of final site plan review. Kittelson & Associates, Inc. 67 I I J II I I � I Section 6 References South Meridian Center References August 2008 I. Kittelson & Associates, Inc. Proposed South Meridian Center Transportation Impact Study Scope of Work. March 2008. 2. Ada County. Base Zoning District Map. Ada County Ordinance No. 391. February 2007. 3. COMPASS. 2010 Federal Functional Classification Map for Ada County. March 20, 2006. 4. Ada County Highway District. Historical Traffic Counts. http://www.achd.ada.id.us/Departments/Traffic/TrafficCounts.aspx. Accessed May 7, 2008. 5. Idaho Transportation Department. Access Management: Standards and Procedures for Highway Right -of -Way Encroachments. 2002. 6. Ada County Highway District. Policy Manual. http://www.achd.ada.id.us/AboutACHD/PolicyManual.aspx. Accessed May 28, 2008. 7. Transportation Research Board. Highway Capacity Manual. 2000. 8. Ada County Highway District. South Meridian Transportation Plan. 2007. 9. Ada County Highway District. Capital Improvements Plan. July 2006. 10. Ada County Highway District. 2009-2013 Five -Year Work Plan. 2008, 11. Idaho Transportation Department. Idaho's FY2008-2012 Statewide Transportation Improvement Program. 2007 12. Ada County Highway District. The Transportation & Land Use Integration Plan (TLIP). http://www.achd.ada.id.us/Departments/PP/TLIP.aspx. Accessed August 21, 2008. 13. Thompson Engineers. Cavanaugh Subdivision Traffic Impact Study. June 2007. 14. U.S. Department of Transportation Federal Highway Administration. Manual on Uniform Traffic Control Devices (MUTCD). 2003. 15. Institute of Transportation Engineers. 7th Edition, Trip Generation Manual. 2003. 16. Institute of Transportation Engineers. 2nd Edition, Trip Generation Handbook. 2003. 17. COMPASS. Ada County 2030 Functional Classification Map. http://www.compassidaho.org/prodserv/func-maps.htm. Accessed May 20, 2008. 18. National Cooperative Highway Research Program, Report 457, "Evaluating Intersection Improvements: An Engineering Study Guide. 2001. Kittelson & Associates, Inc. 69 I I I Appendix A Legal Deeds TOTAL OWNERSHIP MAP ADA COUNTYt IDAHO r� hbfe: Exint R/W Acreage is not Included in the total ownership i I t TEMP NO2 FEDERAL R040 STATE FEDERAL AID TOTAL SHEET REGION NO. PROJECT H0. SHEETS Na 10 IDAHO RS-3782(2) 42 IA TO MERIDIAN-r PANCOEL or TOTAL OSNERSHIP RIGHT OF WAY O�WAY (=NTS PARCEL TOTAL OWNERSHIP RIGHT KEWAY REMAINDER RIGHT EXISTING PURCHASE TEN4P. RECORD OWNER RIGHT PURCHASE p�R� RECORD OWNER PERM I JoM C. a Bitli S. Karr 67.904 I,B27 37.176 Lt 1.758 0.003Lt 2I K. L 8 Loma Anderson 4.875 0301 4.575 0.297 0.003 28.901 Rt, 0,05 Rt 22 Intermountain Gas Co. 0.002 0.002 0,000 2 PaW V. Baldwin 25,655 1.402 24,253 1,269 0.102 0 5 24A Clinton C. & Mildred A. SIHI ler 0.003 10, 3 Clyde L. Dempsey 5441 0223 5.218 0157 0.0E 24 Clinton Q 81 Mildred A. Shuyler 37,748 16302 36,443 le047 4 CraigL. Gibson 27.063 0.886 26.17T 0.897 0,03 D.18 25 Gerald a Lois Stewart 24284 1.177 23,107 Q956 0.19 5 CraigL. Gibson 030 0224• 0.769 0.158 0.05 0,06 26 Erna 1. Tomlin 33.665 I"051 32.614 0.656 0.52 6 Glenn 0. Whipple 27,298 0 958 26.031 0.737 0.18 27 John Edward 6 Patricia III, Kletke 4,645 0,155 4.490 0.386 7 AVFSim lot Inc. ' 68237 2.889 96.048 1.751 OA3 2B Phillip J. a Felicia M. Valkman 2.158' 0.244 1,914 0.174 8 Northwest Pipeline Corp. 0,233 0181 0,052 0.100 0.04 29. Jose Ramon •Larrea 4.721 0,222 4,499 06490 OD35 S Intermountain Gas Co, 0034 0,031 0,003 0,017 30 William 0. 8� Jean L. Aaron 5,374 0A71 5,203 0.108 0.10 5•2 Glenn O Whipale 0.072 0.01 31 Robert L. Christensen,et.al" 15.396 1,240 14.156 0.T76 0,02 10 Antoinette L. Holchin 1.079 0.238 Q041 0.132 0.05 32 Jose 1. a Janice R. Larrea 40211 OA27 4"084 Q290 0.06 0.13 I1 Bill Q Thelma tAulvanio QI52 0.005 0.147 0.002 0.002 33 Leonard D. Reed, at, al. 4.898• 0.156 4,742 0112 0.05 0,04 12 David S a Doris A. Frost 38.110 1.754 36,356 0830 0.015 34 Francis E, &,Colleen J. Drake 4,895 0,156 4739 0,112 0.05 0.09 13 Develo end West IRC. 0:182 0.010 0.172 Q268 35 Wilford H. a Barbara A. Fawcett 9.785 0.313 9,472 0,223 0,09 14 Royal Fork Buffet Restaurants 147273 3.392 144.581 IB02 Q64 0,10 36 Richard L. 9 Margaret A. Cla horn 1.917 0.116 1.801 0.083 15 Steve A. a SherryL. Baird 0,345 0.011 0.334 0.131 37 Queentand Acres Ina I I.698 0.606 11.092 0.434 0.033 0.21 15 Southwest Development Co., Inc. 0.203 0,011 0.192 0,138 38 Lavon H. a Ethel Davenport 15.218 0.499 14,719 0,313 17 century Development Ca 1028 0276 0.752 0.173 0.554 39 John W. a Ruth E. Kelley 8.235 0.I84 8,051 0,115 0.06 18 "umbertMa Evel ne Valenti 2.714 0.165 2"549 0031 0.09 28-1 Martha C. Reynolds 1.196 0.135 1.061 19 Willord R. 9 Bethene Dykes 5.443 0.598 4,845 0369 0,10 17-I Century Development Co. 2.541 0.126 2415 0.001 20 D. Norman G 3,142 0.147 20995 0,082 0,044 36-1 G e A. Cushing, et. at, 2,971 O"040 2.931 0.029 0067 01►f 6.1 61 Glenn O. Whipple Keith 9 Nevada Bo 0 237'r This land is to be purchased b the State of Idaho and to be traded to the utilities en er 5.38 0.186 5.194 0.052 to replace their land between the Existing Right of Way and the Proposed Right of Way Yz -- c" m 2s BA20 ST-3762(501) Kuna 1954 80' Canc F>r iOver SH69 5A20 BRS-3782(9) Kuna ° 1-84 Kennedy tirl Canal 2.300 Indian Cr Structures- Nmv Wider SH-69 32813 29 Ste. 66+70 36 Ste 410+02 29 8 710 Canal Structures 30 BA21 ` 6153 STP-3782t101; Kuna Amity Rd. 1 436 Major Widening. SH-69 y 1999 5A21 0577 ST-3110(643) Orchard St Amity Rd. 7.210 1 4 bridges; etc SEALCOAT Kuna Rd SH-69 12104 3'1 .......... 32 5A21 SR-RS-3782(12) Kuna 1-84 AmityRd,'SH-69 7.2 2,300 I:SH-69) Demolition Project SH-69 03189 5A22 SR-IRS-3782(2) Sta 66+70.36 Amity Rd,SH-69 Sta. Overland Rd 8.70D. 7200 On Sh-69 Kuria Rd Demolition Project) SH-69 'r U '� 5A23 Ste. 327+92.88 Ste 434+11.40 9 218 On Sh-69 0l una RBI, 03/88 �N• �q� RS-3782(002j Amity RCVSH-fig .Overland Rd 7.200 ,Overland Rd- SH mac: OZ€90 i+. Ste- 327+92.88 Ste. 434+11A0 9.218 Rebuild.Widen;Grade.e f+ 5A24 HES3782{7 ) Hwy 69 Overland Rd 9. 112 tc. intersection- SH-69 03184 731": 35 Ste.413+00.00 Ste-434+1140 9.218 Improvement, 73tr• 5A25 HHS-3(2) Ustick RdISH-69 SH-56 14 040 Widen,Signals Trees and Hedge SH-69 03176 73N. 5A26 ST-3790(503) Ste_ 50+00.00 Ste 52+38.00 S Chnl Boise Rv Br N.Chni Boise Rv Br 14.073 16 710 Removal Roadway- Grade '� 5A27 Ste 193+9763 Ste. 254+16 06 17 914 Surface, etc SH-69 05178 �4M- �, 38 SAP-267-A '- Timber Bridges SH-69 1931 39- 5A27 BR-3790(4) S.Chnl Boise Rv Br N.Chni Boise Rv Br 16710 Bndge SH-69 DZ'77 ?4u. 40 Ste. 193+97.83 Sta. 254+16.06 _ 17.914 Replacement,etc 41 Wednesday, Jul 16, 2008 10:18 AM RPMS DETAIL REPORT 7/1 s/loos 12:11 PM Parcel id 0020272 Prior Parcel Id: New Parcel Id: KEY NO: 0694 Parcel: 6 Location: AMITY RD_TO 1-84, N OF KUNA Highway Number SH 69 District: 3 Acres: 1.968 Work Authority: X803080 Project number: RS-3782(002) Status Use 01 Right of Way Ownership Station: ❑0327+93 To Station: 0340+04 Milepost: 007 MP decimal: 196 County: ADA Segment: 002150 Grantor: WHIPPLE, G. Grantee: Instrument Type: Warranty Deed Storage Location R011646 Document Reference: P8745349 Date Recorded: 19870806 Comments: Township Range Section QQ Q 03N 01W 25 SE SE Subdivision Lot Block Lot Misc. p�o38a s . M1. 8745349 WARRANTY DEED Project No. SR-RS-3782(2) Parcel No. 6, Id. No. 20272 Key No. 694 THIS INDENTURE, Made this day of �l.d�'C ► 19,�, between GLENN O. WHIPPLE, a single man Grantor, and the STATE OF IDAHO, by and through the IDAHO TRANSPORTATION BOARD for the DIVISION OF HIGH- WAYS, 3311 West State Street,; Boise, Idaho 83703, Grantee. WITNESSETH: That the Grantors for and in consideration of One.and No/100 Dollars ($1.00), paid to,him, receipt whereof is acknowledged, - has granted, bargained, sold, and conveyed and by these presents 'does grant, bargain, sell and convey unto the Grantee, its successors and assigns forever, in fee simple, the following described real estate together with all rights of access between the right of way of the said project and the remaining contiguous real property belonging to the Grantor except for: one point of access to be located on the left, *ti r (Westerly) side between Stations 328+53.-22 and 330+98.88 of State Highway No. 69, Highway Surveyf' one point of access to be located on the left (Westerly) side between Stations 332+73.88 and 337+22.85 of � 3 State Highway No. 69, Highway Survey and one point of access to be located on the left (Westerly) side between Stations '339+52.85 and ..- 4 340+04.84 of State Highway No. 69, Highway Survey and access to Amity 1 Road Westerly from Station 5+00`af the Amity Road Survey situated in the County of Ada, State of Idaho, to -wit: A parcel of land being on the westerly side of the centerline on State Highway Number 69, Project Number;SR-RS-3782(2) Highway Survey as shown an the plans thereof now on .file in the office of the Idaho Transportation Department, Division=` of Highways, and being a '.gort,ion of. the SEkSE4 of Section 250 Township 3 North, Range l�West, Boise Meridian, described4s,,.�r. follows', to -wit:; Page 1 of 4 WARRANTY DEED Project No. SR-•RS-3782(2) Parcel No. 6, Id. No. 20272 Key No. 694 { Beginning at the Southeast corner of Section 2.5, Township 3 North, Range 1 West, Boise Meridian; thence North 89010'19" West along the South line of said Section 25 a distance %f 500.0 feet to a point coincident with Station 5+00 of the Amity Road Survey as shown on the plans of said State Highway Number 69, Project Number SR-RS- 3782(2) Highway Survey; thence North 0*49141" East - 25.0 feet to a point in the Northerly right of way line of existing Amity Road; thence North 82017150" East - 101.12 feet to a point in a line parallel with and 40.0 feet Northerly from the center- line and bears North 0049141" Ezst from Station 4+00 of said Amity Road Survey; thence South 89010'19" East along said parallel line 254.80 feet to a point opposite Station 1+45.20 of said Amity Road Survey; thence North 75052'42" East - 77.53 feet to a point in a line parallel with and 70.0 feet Westerly from the centerline and bears North 89°27'06" West from Station 328+53.22 of said State Highway Number 69 Highway Survey; thence North 0032'54" East along said last parallel line 1151.62 feet to a point in the North line of the tract of land as conveyed by that certain Warranty Deed dated June 2, } 1971, recorded June 2, 1971 in Book 92 on pages 1182 and 1183 as Instrument Number 772123 records of Ada County, Idaho; thence North 86016134' East (shown of record to be North 85043140" East) 45.13 feet, North 3.30 feet, and South 89036100" East - 25.0 feet along the North line of the above mentioned tract of land to the Northeast corner of said tract of land which is in the East line of said Section 25; thence South 0°32'54" West (shown of record be South) along said East line 1,215.0 feet more or less, to the PLACE OF BEGINNING. EXCEPTING THEREFROM: the'South 100.0 feet of the tract of land as described in that'certain Warranty Deed dated April . 14, 1956® recorded April -,16, 1956 as Instrument Number 393086 } ., •'_.;....:; records of Ada County, Idaho; the tract of -land as -described in that certain Warranty Deed dated February 28, 1984, Page 2 of 4 Al. r k� x WARRANTY DEED Project No. SR-RS-3782(2) Parcel No. 6, Id. No. 20272 1 Rey No. 694 recorded May 18, 1984 as Instrument Number 8424783 records of said Ada County and the tract of land as described in that certain Warranty Deed dated June 2, 1971 and recorded June 2, z 1971 as Instrument Number,772122 records of said Ada County. n�84e: 5+00 to State Highway Amity Road Survey Statio Number 69 Survey Station 340+04 The area conveyed by this instrument contains approximately 1.695 acres, 0.737 acres of which is acknowledged to be a portion of a public road. scription, unless The bearings as shown in the a�daholand PlaneeCoordinate System, otherwise noted, are from the based on the transverse mercator Projection for the West Zone of Idaho. Any right of way fencing tproopertyslineted and2anynot variancearily intended to designate the g P fencing and the actual between the location of right of way property line as herein described shall not be construed as a modification or alteration .,Of this description. buildings or es except irrigation Lion or construction of any ,2 or drainage structu �n twenty feet (20') of the real property d that these covenants, burdens and res- It is expressly intende trictions shall run with the land and shall forever bind the Grantor his heirs and assigns. TO HAVE AND TO HOLD the said premises, with their appurtenances, unto the said Grantee and its successors and assigns forever. And the Grantor does hereby covenant to and with the said Grantee, that he is the owner in fee single of sa P remiaess that they are free from alp*.,., ry `:page 3 of 4 — r WARRANTY DEED w Project No. SR-RS-3782(2) Parcel No. 6, Id. No. 20272 Rey No 694' encumbrances and that he will warrant and defend the same from all lawful claims whatsoever. IN WITNESS WHEREOF, Grantor has hereunto set his hand and seal the a'r, day and year first above written. LENN STATE' OF ) COil of ) — -?' ; On this2-1� of 198a, before me, the undersigned, a Notary Public in and for said State, personally appeared — GLENN O. WHIPPLE, a single man, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executet�,,the same. §§ — IN WITNESS WHEREOF, I have hereunto set my hand and affixed.my official seal the day and year in this certificate first above written' N ary Pu is for 4 ri _ Residing at '^« • f a t.ti�' ,,'- My., commission expires ,,.. Ada Cburtty id ho Request of a Pt TITLE LA ` .// r M. f AlI I'DA n RECO A \�; . \ puty Page 4 of 4 RPMS DETAIL REPORT 7/16/2008 12:13 PM Parcel Id 0020274 Prior Parcel Id: 0020272 New Parcel Id: KEY NO: 0694 Parcel: 8 — Location: AMITY RD TO 1-84, N OF KUNA Highway Number SH 69 District: 3 Acres: 0.181 Work Authority: X803050 Project number: RS-3782(002) Status Use 01 Right of WaY Ownership _ Station: ❑0330+99 To Station: 0332+74 Milepost: 007 MP decimal: 254 County: ADA Segment: 002150 Grantor: NORTHWEST PIPELINE CORPORATION Grantee: Storage Location R01 Instrument Type: Warranty Deed 9 Document Reference: P8965261 Date Recorded: 19891227 i Comments: Township Range Section QQ Q Subdivision Lot Block Lot Misc.�- 03N 01 W 25 SE SE S s y %W r 8768680 QUITCLAIM DEED Project No. SR-RS-3782(2) Parcel No. 8 Rey No. 694 THIS INDENTURE, Made this* day of t-•//`..�•�, , 19gy, between GLZNN O. WHIPPLE, a single man, Grantor, and the STATE OF IDAHO, by and through the IDAHO VRANSPORTATION BOARD for the DIVISION OF HIGHWAYS, 3311 West State Street, Boise, Idaho 83703, Grantee. WITNESSETH: That the Grantor, for and in consideration of One and No One Hundredths Dollars ($1.00), paid to him, receipt whereof is acknowledged, does by these presents grant, remise, release, convey and forever QUITCLAIM, unto the Grantee, its successors and assigns, all present right, title and interest, and all right, title and interest that hereinafter may be acquired'by the Grantor in and to that certain lot' piece, parcel of land, situate, together with all rights of access between the right of way of the said project and the remaining conti- guous real property belonging to the Grantor except for: one point of access to be located on the left (Westerly) side between Stations 330+98.88 and 332+73.88 of State Highway No. 69,'t:ighway Survey situated and lying and being in Ada County, State of Idaho, described as follows, to -wit: A parcel of land being on the Westerly side of the centerline of State Highway Number 69 Project Number SR-RS-3782(2), Highway Survey as shown on the plans thereof now on file in the office of the Idaho Transportation Department, Division of Highways, and being a portion of the SEkSEh of Section 25, Township 3 North, Range I West, Boise Meridian, described as follows to -wit: Commencing at the Southeast corner of Section 25, Township 3 North, Right 1 West, Boise Meridian; Page I of 4 e QUITCLAIM DEED Project Vo. SR-RS-3782(2) Parcel No. 8 Key No. 694 thence North 0*32154" East (shown of record to be Northerly) along the East line of said Section 25, a distance of 306.0 feet; thence North 89027106" West (shown of record to be Westerly) 25.0 feet to the Southeast corner of the tract of land as described in that certain Warranty Deed dated February 28, 1984 and recorded May 181 1984 as Instrument Number 8424783 records of Ada County, Idaho and being the REAL PLACE OF BEGINNING; thence continuing North 81027106" West (shown of record to be Westerly) along the South line of said tract of land 45.0 feet to a point in a line parallel with and 70.0 feet Westerly from the centerline and opposite Station 330+98.88 of said State Highway Number 69, Project Number SR-RS-3782(2) Highway Survey; thence North 0032154" East along said parallel line 175.0 feet to a paint in the property line common to the properties of Northwest Pipeline Corporation and Glenn 0. Whipple North and opposite Station 332+73.88 of said Highway Survey; thence South 89027106" East (shown of record to be Easterly) along said common property line 45.0 feet to a point in the Number Westerly Right of Way line of existing State Highway 69; thence South 0°32'54" West (shown of record to be Southerly) along said existing Westerly right of way line 175.0 feet to the REAL PLACE OF BEGINNING. Highway Station Reference: 330+98.88 to 332+73.88. The area above described contains approximately 0.181 acres. The bearings as shown in the above land description, unless ho Plane oheofrom the System, noed, are WestZone baasedd on n of Idaho. Any right of way fencing to be constructed is not necessarily ro ert line and any variance between the location of rig intended to designate the pp right of way fencing and the actual property line as herein described shall not be construed as a modification or alteration of this description. j- -F Page 2 of 4 i4y'r ov QUITCLAIM DEED Project No. SR-RS-3782(2) Parcel No. 8, Rey No. 694 Grantor conveys unto the Grantee the right to prohibit the erec- tion or construction of any buildings or structures except irrigation or drainage structures within twenty -.feet (201) of the real property above described. It - is expressly intended that these covenants, burdens and res- trictions shall run with the land and shall forever bind the Grantor his heirs and assigns. TOGETHER with all and singular the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof. TO HAVE AND TO HOLD, all and singular the said premises, together with the a �ppurtenances, unto the Grantee, its successors and assigns forever. IN WITNESS WHEREOF, Grantor has hereunto set his han and s al the day and year first above written / GLENN 0. WHIPPLE R, Pt" On this day of �'l1ia.?'�`..+�*k., r 198 7, before me, the eared State, personally apg _t___G� undersigned, a Notary Public I and for said known to me to be the person whose name GLENN O. WHZPPLE, a single man, foregoing instrument, and acknowledged to me that is subscribed to the the same. ..executed IN WITNESS WHEREOF, Z have hereunto set my hand and affixed my certificate first above written• official seal the day and year in this .,";• Notar Public fors Sf:AL )- . �` = s; • Residing at commission expires d—.4__.=�.. e�.. yam.'', :�+P yr !1'if •. . RPMS DETAIL REPORT 7/16/2008 12:13 PM Parcel Id 0020277 Prior Parcel Id: New Parcel Id: KEY NO: 0694 Parcel: 10 Location: AMITY RD TO 1-84, N OF KUNA Highway Number SH 69 District: 3 Acres: 0.238 Work Authority: X803080 Project number: RS-3782(002} Status Use 01 Right of Way Ownership Station: ❑0337+22 To Station: 0339+53 Milepost: 007 MP decimal: 373 County: ADA Segment: 002150 Grantor: HOLCHLIN, A. Grantee: Instrument Type: Warranty Deed Storage Location R011650 Document Reference: P8753579 Date Recorded: 19870921 Comments: Township Range Section QQ Q 03N 01W 25 SE SE Subdivision Lot Block Lot Misc. c..' l.R.'+Rrvf��Sy' Vrq f WARRANTY DEED Pro ect No. Parcel NO. JOSR-RS-3782(2) Key No. 69 4 , Id. No. 20277 THIS INDENTURE, Made,t between AN TO day of XNETTE L. HOLCHjV Grantors, 04 1 94-71 and the STATE TIOM 51.0 OF IDAHO" by and BOARD for the DIVIS through the IDAHO oome Idaho A� F 83703, Grantee. ION 0 SIGHthe 33.11 TRAmSPORTA West State street, Boise, WITMESSSTH: That the Grantor4e, and NO/100 (1-00) Dollars for and in consider Paid to deration of One, Presents 41:z receipt whereof is 19dged, have granted, bargained, so J_ dOl!� acknow- grant Id, and c bargain, Onveyed and by these successors and assigns and and convey unto the Grantee' real estate together forever.. in fee simp, e, the f its with all rights of access oll'win' described Of the said Project and the remaining s between the rig belonging contiguous ht Of way located 0. to the Gran tOr4Or eiccept for: one point real Property 339+52.85 the left (Westerly) side between S Of access to be Of State H ta County Of Ada, igihway' ?qO. 69 tiOns 337+22.85 and State Of Idaho ' Highway Survey A Parcel to - wit: situated in the of State Of land being on the Wester Survey a Highway N' S shown On 69, Project ly side of office of the p.1 the centerl the Id No SR-RS-3782(2)r Ine Idaho Trans thereof y Highways, and being Portation Department on file in the Township 3 a.portion of the SEj SEk Division of Of Boise Meridian Section 25 Commencing at the • described North. Range 1 West, corner Of Section 25, Township 3 tF thence North 0-32'.4. Boise Meridian; along East the East line 0 (shown Of ea feet to the REAL po,Nf said Section Ord to be North) T OF BEGINNING; 25 a distance of 1,165-20 I — Page I Of 4 s WARRANTY DEED Project No. Parcel N:. SR-RS-3782(2) Key No. 09410° Id. No. 20277 thence South 86 , 85°43'40" ®�� 34 West described West) aloe (shown of record in that g the North Tine of to be south and recorded Certain Warrant the tract of Of June 2 Y Deed dated land as County. Idaho _ I as Instrument June 2. I972 Ada I97 line parallel with 70.0 feet Number 772I22 line and bears and-70.0 • more or less, to records said State North 89° - feet Westerly a Point in +arvey; Highway No. 2? 0�° West Y from the center- - 69, Project NorOm Station 339+52.85 of thence 3782(2), Highway South Q°32'S4n feet to a point West along Opposite point in Iiesofdsaaaallel line 230.0 thence 85 of said Hi tract of land and North g{®26� Highway Survey; — thealonEast line said South s ine 70 a0 tfeshown of record to be said Section 25`et more or less aEast) thence North 0°J2 54R to Point in _ along said Bast a East (shown BEGINNING. line 230.0 feet n of record to be the REAL POINT pgrth) Highway Station Reference: 337+22,85 to 339+52.85. The area above 0•l32 acre described contains — public road°f which is acknowledgePpQ bematel acres Y 0.37Q The bearings Pardon of a ether gs as shown wise noted in the above la based on , are from the Idaho land description Of Idaho. the transverse mercatar Plan : unless Projection ®for the System, Any right of way the West Zane intended to Y fencing to between the designate the be constructed is Property location of Property line and not necessarily — modificatfon ear s herein right Of any variance describedway fencinall notg and the --f_ alteration of thssdescr ptian, be construeduas a tion or constr action of any buildings or drainage structur r st" we Y ) of the . firrigation eet (20e e real Property r Page 2 of 4 `*WARRANTY DEED Project No. SR-RS-3782(2) Parcel No. 10, Id. No. 20277. Key No. 694 It is expressly intended that these covenants, burdens and res tractions shall run with the land and shall forever bind the Grantors' their heirs and assigns. TO HAVE AND TO HOLD the.said premises, with their appurtenances,,. unto the said Grantee and its successors and .assigns forever, And the Grantortf dcyshereby covenant to and with the said Grantee, that , the owners an fee simple of said Y — premises; that they are free from all encumbrances and that s will warrant and defend the same from lawful claims whatsoever. m all;., IN WITNESS WHEREOF Grantor A jr have hereunto set hands and — sealt the day and year first above written. NTOINETTE K.2L OLCHIN------------ t _ t � 1 s WARRANTY DEED Project No. SR-RS-3782(2) Parcel h:,, 10, Id. No. 20277 Key No. 094 thence South 86016134" West (shown of record to be South — 85°43'40" West) along the North line of the tract of land as described in that certain Warranty Deed dated June 2, 1971 and recorded June 2, 1971 as Instrument Number 772122 records of Ada County, Idaho - 70.0 feet, more or ,less, to a point in line parallel with and 70.0 feet Westerly from the center- line and bears North 89027106" West from Station 339+52.85 of said State Highway No. 69, Project No. SR-RS-3782(2), Highway �iirvey; thence South 0032'54" West along said parallel line 230.0 feet to a point in the South line of said tract of land and — Opposite Station 337+22.85 of said Highway Survey; thence North 86116'34" East (shown of record to be East) slang said South line 70.0 feet, more or less, to a point in — the East line of said Section 25; thence North 0032'54" East (shown of record to be North) along said East line 230.0 feet to the REAL POINT OF BEGINNING. — Highway Station Reference: 337+22.85 to 339+52.85. The area above described contains approximately 0.370 acres 0.132 acre of which is acknowledged to be a portion of a public road. The bearings as shown in the above land description, unless otherwise noted, are from the Idaho Plane'Coordinate System, based on the transverse Mercator projection for the West Zone of Idaho. Any right of way fencing to be constructed is not necessarily intended to designate the property line and any variance between the location of right of way fencing and the actual property line as herein described shall not be construed as a modification or alteration of this description. .. tion or construction of any buildings or st except irrigation or drainage structur twenty feet (201) of the real property Page 2 of 4 r,;:r it is expressly intended that these covenants, burdens and res 1 trictions shall run with the land and shall forever bind the Grantors their heirs and. assigns. •r TO HAVE AND TO HOLD the said premises, with their appurtenances,; unto the said Grantee and its successors and ,assigns forever. And the Grantorsf dcoshereby covenant to and with the said Grantee, that =Y49 the ownerlt in fee simple of said premises; that they are free from all encumbrances and that will warrant and defend the same from all!:- lawful claims whatsoever. IN WITNESS WHEREOF, Grantorp(W hereunto set hands and sea14 the day and year first above written. NTOINETTE L. HOLCHIN i .r Page 3 of 4 WARRANTY DEED Project No, SR—RS-3782(2) Parcel No. 10, Id. No. 20277 Bey No. 694 STATE OF WASHINGTON } County of FRANKLIN } ss. } On this.10th day of August , 198 , before me, the undersigned,,a Notary Public in and for said State, personally appeared ANTOINETTE HOLCHIN known to me to be the persons whose names are subscribed to the foregoing instrument, and acknowledged to me that they executed the same. � IN WITNESS WHEREOF, I have hereunto et my hand and affixed my :"'Official seal the day and year in this tificate"�£�rst above written. (SEAL) Votl WASHINGTON Res cling at PASCO My commission expires SEPT. 1988 Page 4 of 4 .i ,R,►tttrrtttrrtilt)t.�� '. 7 � � slj, i��4r� �•• �fi) f„i11/1r.lt tei Ads County, Idaho, tit ' II O�V ��R TITLE CO. TDAM TE TE JOHN BASTIDA RECQRDPER By eput z,:V rbh :'►:SIT 1� y �.. 8753580 EASEMENT Project No. SR-RS•3782(2) i Parcel No. 10-E-1 — Rey No. 694 — KNOW ALL MEN BY THESE PRESENTS, That ANTOINETTE L. HOLCHINJ Q'S ii+�iP ,ro%r 41s�00*.`7,e %R ''�1'e Grantor_, for and in consider- ation of ONE AND NOIONE HUNDREDTHS Dollars ($1.00), and other good and :. valuable consideration, the receipt whereof is hereby acknowledged, — dam hereby grant unto the STATE OF IDAHO, by and through the Idaho Transportation Board for the Division of Highways, Grantee, 3311 West State Street, Boise, Idaho 83703, and its successors and assigns, the right to go upon, occupy, and +use a portion of the SE-JSE4 of Section 25, Township 3 North, Range I West, Boise Meridian, in Ada County, Idaho, described as follows, to -wit: A strip of land 10.0 feet wide the Easterly side of which is coincident with the Westerly right of way boundary of State Highway No. 69, Project Number SR-RS-3782(2), Highway Survey, as shown on the plans thereof now on file in the office of the Idaho Transportation Department, Division of Highways, and as described in that certain Warranty Deed to the State of daho ex cuted by the Grantor herein, on the /0,, of r 19-9zr and lying between the North and South line of -the tract of land as described in that certain Warranty Deed dated June 2, 1971, and recorded June 2, 1971 as Instrument No. 772122 records of Ada County, Idaho. FOR THE PURPOSE OF CONSTRUCTING OR INSTALLING THEREON an irriga- tion ditch, pipeline and facilities by the Idaho Transportation x:. Department, Division of Highways, or its agents or contractors. The aforesaid facility shall remain in place as constructed or installed for its intended purpose and shall not be removed or relo- cated by the Grantor_, heirs or assigns, without the prior' approval of the Idaho Transportation Department, Division of Highways, or its assigns. Y. Page l of 3 ds. Yroj ecL ivv. an.-ra®- ...... � .. , Parcel No. 14-E-1 Rey' No. 694 The Idaho Transportation Department, Division of Highways, its agents or transferees, shall have the right to perform any maintenance they may deem necessary or wish to exercise in connection with the aforesaid facility (including but not restricted thereto, the right to make necessary repairs, alterations, removals or replacements thereof); together with the right and privilege of ingress and egress to and from said property for said purposes. It is expressly intended -that these burdens and restrictions shall heirs and run with the land and shall forever bind the Grantor_, ... r EASEMENT Project No. SR-RS-3782(2) Parcel No. 10-E-1 Rey No. 694 STATE OF WASHINGTON ) 4 FRANKLIN ) s8. County of ) _ On this 10th day of August , 1987, before me the undersigned, a Notary Public in and for said State, personally appeared .. ANTOINETTE L.'HOLCHIN and known to me to be the person_ whose she subscribed to the foregoing instrument, and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my �r -official seal the day and year in this cer Y-Lficatei.rst Bove written. Notar Pu for WASHINGTON (SEAL) Residing at PASCO My coamission expires SEPT. 1988 r V ? ^.'6s"t I C Ads County, Idaho, is ftequost of PIONEER TITLE CO. TIME :dri DATE ' JdNN BASTI�A�� BY Page, 3 of 3 RPMS DETAIL REPORT 7/16/2008 12:13 PM Parcel Id 0020278 Prior Parcel Id: 0020279 New Parcel Id: KEY NO: 0694 Parcel: 11 Location: AMITY RD TO 1-84, N OF KUNA Highway Number SH 69 District: 3 Acres: 0.007 Work Authority: X803080 Project number: RS-3782(002) Status Use 01 Right of Way Ownership Station: ❑0340+05 To Station: 0340+12 Milepost: 007 MP decimal: 426 County: ADA Segment: 002150 Grantor: MULVANIA, B. Grantee: Instrument Type: Quitclaim Deed Storage Location R011651 Document Reference: P8811510 Date Recorded: 19880311 Comments: Township Range Section QQ Q 03N 01W 25 SE SE Subdivision Lot Block Lot Misc. 44209 QUITCLAIM DEED Project No. SR-RS-3782(2) Parcel No. 11 Key No. 694 88 1 THIS INDENTURE, Made this Ge' 6 day of jz(/VF— , 19 9':a , between BILL MULVANIA & THELMA MULVANIA, husband and wife, Grantors, and the STATE OF IDAHO, by and through the IDAHO TRANSPORTATION BOARD for the DIVISION OF HIGHWAYS, 3311 West State Street, Boise, Idaho 83703, Grantee. WITNESSETH: That the Grantors` for and in consideration of One and No One Hundredths Dollars ($1.00), paid to them, receipt whereof is acknowledged, do by these presents grant, remise, release, convey and forever QUITCLAIM, unto the Grantee, its successors and assigns, all present right, title and interest, and all right, title and interest that hereinafter may be acquired by the Grantors in and to that certain lot, piece or parcel of land, situate, together with all rights of access between the right of way of the said project and the remaining contiguous real property belonging to the Grantors, lying and being in Ada County, State of Idaho, described as follows, to -wit: A parcel of land being on the Westerly side of the centerline of State Highway No. 69, Project Number SR-RS-3782(2), Highway Survey as shown on the plans thereof now on file in the Office of the Idaho Transportation Department, Division of Highways, and being a portion of the SEJJSE� of Section 25, Township 3 North, Range 1 West, Boise Meridian, described as follows, to -wit: Commencing at the Southeast corner of Section 25, Township 3 North, Range 1 West, Boise Meridian; thence North 0032"54" East (shown of record to be North) along the East line of said Section 25 a distance of 1,218.50 feet; thence South 89*51106" West - 25.00 feet to a point in the Westerly right of way line of existing State Highway No. 69 and being the REAL POINT"OF BEGINNING; Page 1 of 4 ;r QUITCLAIM DEED Project No. SR-RS-3782(2) Parcel No. 11, Id. No. 20278 Rey No. 694 thence South 0°32154" West (shown of record to be South) along said existing Westerly right of way line 3.30 feet to a point in the North line of the tract of land as described in that certain Warranty Deed dated June 2, 1971 and recorded June 2, 1971 as Instrument Number 772123 records of Ada County, Idaho and opposite Station 340+08.20 of said State Highway Number 69, Project Number SR-RS-3782(2) Highway Survey; thence South 86016134" West (shown of record to be South 850431400 West) along the North line of said tract of land 55.13 feet to a point in a line parallel with and 80.0 feet Westerly from the centerline of said Highway Survey; thence, North 0032154" East along said parallel line 9.88 feet to a point in a.line common to the properties of David S. Frost and Bill Mulvania; thence South 89°10`19" East (shown of record to be East) along said common property line 55.0 feet to the REAL POINT OF BEGINNING. Highway Station Reference: 340+04.84 to 340+11.72 The area above described contains approximately 0.005 acres. The bearings as shown in the above land description, unless otherwise noted, are from the Idaho Plane Coordinate System, based on the transverse mercator projection for the West Zone of Idaho. Any right of way fencing to be constructed is not necessarily intended to designate the property line and any variance between the location of right of way fencing and the actual property line as herein described shall not be construed as a modification or alteration of this description. Page 2 of 4 ... Project No. SR-RS-3782(2) Parcel No. 11 Key No. 694 it is expressly intended that these covenants, burdens and res- trictions shall run with the land and shall forever bind the Grantors their heirs and assigns. TOGEIRER with all and singular the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof. TO HAVE AND TO HOLD, all and singular the said premises, together with the appurtenances, unto the Grantee, its successors and assigns forever. IN WITNESS WHEREOF, Grantors have hereunto set their hands and seals.the day and year first above written. LVANI TH LMA MULVANIA Page 3 of 4 • .•t r r QUITCL.NIM DEED i Project No. SR-RS-3762(2) x Parcel No. '11 _. key "No. 694, ,. STATE OF D'4 14 D } �— County of A DA } Onthis day of e , 1981 before me, the undersigned, a Notary Pub1 c n and for said State, personally appeared BILL gULVANIA & THELMA KULVANIA, husband and wife, known to me to be E'r the persons whose names are subscribed to the foregoing instrument, and �1 } acknowledged to me that they executed the same. IN WITNESS WHEREOF, I hate hereunto set my hand and affixed my , .• •official seal the day and year in this certificate first above written. y[;�'J/` ` Sg N tary Public for 9 D d .- . r . v . �• �'�;i `' ►� }" R id ing at `} %. -, My commission expire e r _ Aida C.ounty, Idaho � ✓ . i Rdouest of PIONEER TITLE CO. q r I: Ads County TiMV[l..3Q�Q M. >Uosr C TIME /At DATE 7 ,�j�� JOHIV BASTIDA RE w; By E 0 ER ?DER r 'k By , Deputy . S t �w • :: gage ' of 4 RPMS DETAIL REPORT 7/16/2008 12:14 PM Parcel Id 0020279 Prior Parcel Id: 0020278 New Parcel Id: KEY NO: 0694 Parcel: 12 Location: AMITY RD TO 1-84, N OF KUNA Highway Number SH 69 District: 3 Acres: 2.584 Work Authority: X803080 Project number: RS-3782(002) Status Use 01 Right of Way Ownership Station: 7-10340+12 To Station: 0354+57 Milepost: 007 MP decimal: 427 County: ADA Segment: 002150 Grantor: FROST, D. Grantee: Instrument Type: Warranty Deed Storage Location R011652 Document Reference: P8746300 Date Recorded: 19870812 Comments: — Township Range Section QQ Q 03N 01 W 25 NE SE 03N 01 W 25 SE SE Subdivision Lot Block Lot Misc. ,8749300 WARRANTY DEED SR-RS-3782(2) Parcel No. 12, Id. No. 20279> ' r' Key No. 694 r THIS INDENTURE, Made this 22ae day of 4,mv-!f — °,; between DAVID S. FROST & DORIS ANNA FROST, husband and wife, Grantors, — and'the STATE OF IDAHO, by and through the IDAHO TRANSPORTATION BOARD `` for the DIVISION OF. HIGHWAYS; 3311 West State Street, Boise, Idaho 83703, Grantee, WITNESSETH: That the Grantors, for and in consideration of One,.. and. No/100 (1.00) Dollars, paid to them, receipt whereof is acknore- ledged, have granted, bargained, sold, and conveyed and by these presents do grant, bargain, sell and convey unto the Grantee, its `successors and assigns forever, in fee simple, the following described real estate together with all rights of access between the right of way �,; of the said project and the`iemaining contiguous real property ''belonging to the Grantors except for: points of access to be located on the left (Westerly) side between Stations 340+11.72 and .' '354457.47 of State Highway No. 69 Highway Survey so long as there is'a — minimum spacing of 660.0 feet between each approach situated in the County of Ada, State of Idaho, to -wits A parcel of land being on the Westerly side of the centerline of State Highway No. 69;.Project No. SR-RS-3782(2) Highway Survey as shown on the plans thereof now on file in the office of the Idaho Transportation Department, Division of Highways, and being a portion of the EhSEk of Section 25, — Township 3 North, Range`l West, Boise Meridian, described as follows, to -wit: { Commencing at the Southeast corner of Section 25, Township 3 — North, Range 1 Westr Boise Meridian; thence North 0°32'54" East (shown of record to be North) along the East line of said Section 25 a distance of 1,218.5 feet to the Southeast corner of'the tract of land as Page 1 y-o f 4 ` r 11 , s _ WARRANTY DEED ''Project No. SR-RS-3782 (2 )� Parcel No. 12, Id. No. 20279,"��. Key No. 694 described in that certain -'Warranty Deed dated October ' 19,1946, recorded October 30, 1948 as Instrument No. 281134 records of Ada County, Idaho and being the REAL PLACE OF — BEGINNING; • thence North 89°10'19" West (shown record to be West)=:! along the South line of said tract of land 70.0 feet, more or less, to a point in a line parallel with and 70.0 feet Westerly from the centerline and bears North 89127106" West from Station 340+11.72 of``said State Highway No. 69, Project No. SR-RS-3782(2) Highway Surveyr thence North 0*321540 East along said parallel line 1138.28 feet to a point opposite Station 351+50 of said Highway — Survey;_ thence North 7058/570 West - 101.12 feet to a point in a line parallel with and 85.0 feet Westerly from the centerline and opposite Station 352+50 of said Highway Survey; thence North 0°32154" Eastl'along said last parallel line 112.58 feet to a point opposite Station 353+62.58 of said Highway Survey; thence North 58*201160 West - 183.65 feet to a point in the — North line of the NEhSEk of said Section 25 that bears North 89027/060 West - 242.23 feet from Station 354+57.47 of said Highway Survey; thence South 89029119" East (shown of record to be East) along said North line 242.23 feet to the Northeast corner of said NEkSEh; thence South 0*32154" West along the East line of said Section 25 a distance of 1,448.5 feet to the REAL PLACE OF BEGINNING. Highway Station Reference: 340+11.72 to 354+57.47 ftwThe area above described contains approximately 2.584 acres, 0.830 acres of which is acknowledged to be a portion of a public road. The bearings as shown in the above land description, unless :s otherwise noted, are fromrthe Idaho Plane Coordinate System, based on the transverse mercator projection for the West Zone of Idaho. _ " *. Page 2 of.A ` e' g- WARRANTY DEED .reject No. AR'-RS-3762(2), Parcel Noe►:32 , Id. No. 20279, — , xey,no. 694 Y Irv. Any right of way fencing to be,constructed is not necessarily intended to designate the property line and any variance between the location of right of way fencing and the actual' _ -property line as herein described shall not be construed as a modification or alteration of this description. +) ;i -{ t n or construction of any buildings or s s except irrigation drainage structu n twenty feet (201) of the real property :;— +,•. , It is expressly intended that these covenants, burdens and ses- ;^+ trictions shall run with'the land and shall forever bind the Grantors }"^ their: heirs and assigns. ` TO HAVE AND TO HOLD the said premises, with their appurtenances{ unto the said Grantee and its. successors and assigns forever. And the Grantors do hereby covenant to and with the said Grantee, that they are — �" the owners in fee simple ofsaid premises; that they are free from all encumbrances and that they will warrant and defend the same from — lawful claims whatsoever. IN WITNESS WHEREOFr Grantors have hereunto set their hands and — '�` y.; Y seals the da and year first`. above written. x, DAVID S. FROST DORIS ANNA FROST �. r Page 3 of 4 _ ft do Pra ject NO.:.SR-RS-3782 (2) ' Y Parcel;.No.::22;; Id. No. 2027 ..,Key �No. ' 69 >z 'STATE OF TY DEED County,,Of On this e��l day of '� , 198�7, before me r the h ` undersigned a, -Notary Public, ,• n and for said State, personally appeared DAVID•S. FROST & DORIS ANNA FROST, husband and wife, known to me to be the, pprsons..wbose names are : subscribed to the foregoing instrument, and,...,, R' k,acknowled ed to me that the executed the same, = _,,TN WITNESS WHEREOF, I have hereunto set my hand and affixed my ...,,,-official seal the day and year, in this :certificate first' above written. 44'`" (AL%2,1 .-1. Na ry Pub1 or t,� •� = •,�1 U + !, esiding at My commission expires Ada County, dt m `*w t; Request of r` - TITLE CO. _PIONEER TIME DATE JOHN SASTIDA, eputy `Page 4 of 4 y t��r ' 'r; ..• 'y.: rz y,yo ''C, s" 'r R"',r r• r,�T�K'4�%Ih��,'N��t r. , r .. ' Kam, .•� yyye'�_ S r .',i t ,. d . .... . RPMS DETAIL REPORT 7/16/2008 12:11 PM Parcel Id 0034834 Prior Parcel Id: New Parcel Id: KEY NO: 0694 Parcel: 6&6-2 Location: AMITY RD TO 1-84, N OF KUNA Highway Number SH 69 District: 3 Acres: 0.181 Work Authority: X803080 Project number: RS-3782(002) Status Use 16 Right of Way with Other Ownership Station: ❑0330+99 To Station: 0337+74 Milepost: 007 MP decimal 254 County: ADA Segment: 002150 Grantor: WHIPPLE,G Grantee: Instrument Type: Quitclaim Deed Storage Location R011648 Document Reference: P8768680 Date Recorded: 19871216 Comments: Township Range Section QQ Q Subdivision Lot Block Lot Misc. 03N 01 W 25 SE SE P7o3ga�'- 8745 _ EASEMENT Project No. SR-RS-3782 (2 ) Parcel No. 6-E-1 Rey No. 694 KNOW ALL MEN BY THESE PRESENTS, That GLENN 0. WHIPPLE, a single man, Grantor, for and in consideration of One and No/100ths Dollars ($1.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does hereby grant unto the STATE OF IDAHO, by — and.through the Idaho Transportation Board for the Division of High- ways, Grantee, 3311 West State Street, Boise, Idaho 83703, and its successors and assigns, the right to go upon, occupy, and use a portion 1 of the SEiSE4 of Section 25, Township 3 North, Range 1 West, Boise Meridian, in Ada County, Idaho, described as follows, to -wit: Strips s of land 10.0 feet wide the Southerly side of which is coincident with the Northerly right of way boundary of Amity l Road and the Easterly side of which is coincident with the — Westerly right of way boundary of State Highway Number 69, Project Number SR-RS-3182(2), Highway Survey, as shown on the plans thereof now on file in the office of the Idaho Trans- portation Department, Division of Highways, and as described in that certain Warranty Deed to ie State of Idaho executed by the Grantor herein, on the ,2` day of u.�►'-e 19,7, and lying between`, Station 1+13 of the Amity Road Survey and the property line common to the properties of — Glenn 0. Whipple and Northwest Pipeline Corporation on the North, between the property line common to the properties of 4 Northwest Pipeline Corporation and Glenn O. Whipple on the — South and the property line common to Glenn 0. Whipple and Antoinette L. Holchin on the North and between the property line common to the properties of Antoinette L. Holchin and_ Glenn O. Whipple on the.South and the property line common to the properties of Glenn 0. Whipple and Bill Mulvania, et ux i F on the North. FOR THE PURPOSE OF CONSTRUCTING OR INSTALLING THEREON an irriga- tion ditch, an irrigation pipeline and facilities by the Idaho Trans- portation Department, Division of Highways or its agents or ir r EASEMENT Project No. SR-RS-3782(2) Parcel No. 6-E-1 Rey No. 694 The aforesaid facility shall remain in place as constructed or installed for its intended purpose and shall not be removed or relo- cated by the Grantor, his heirs or assigns, without the prior approval of the Idaho Transportation Department, Division of Highways, or its assigns. The Idaho Transportation Department, Division. of Highways, its agents or transferees, shall have the right to perform any maintenance they may deem necessary or wish to exercise in connection with the aforesaid facility (including but not restricted thereto, the right to make necessary repairs, alterations, removals or replacements thereof), together with the right and privilege of ingress and egress to and from said property for said purposes. It is expressly intended that these burdens and restrictions shall run with the land and shall forever bind the Grantor, his heirs and assigns. IN WITNESS WHEREOF, I have hereunto set my hand and seal this ELL: — day of 2 r 1987. iC)- A9LENN C: WHIPP Page 2 of 3 l ' ` ` ' a a EASEMENT Project No. SR-RS-3782(2) Parcel. No 6-E-I Key No. 694 STATE OF ) j; SS • 5 County of ) :, &,day t On this of ,�' , 1987, before me the undersigned, a Notary Public in and for sad State, personally appeared GLENN O. WHIPPLE, a single man, known to me to be the person whose name: is subscribed to the foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official the - and year in this certificate seal- f ` t ten.140 �. { -''V,rtT {SEAL}' N ary Public for Residing at My commission Expires_ - '!M• lam•• � ' Page 3 of 3 Ada County. WSW � Requ" Of DA .,- MFS 41" €e L L u 6.� u i u u Appendix Y i1.e/..:. rz L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Tech: Patrick / VID Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Linder Amity PM Intersection: Linder Rd / Amity Rd Site Code : 3 City, State: Meridian, Idaho Start Date : 3/19/2008 Control: All Stop Page No : 1 �.. Groups Printed- General Traff' 3+ A I T 1,a. Linder Road Amity Road 1c - x e ruc s Linder Road From the North From the East From the South �From�theZest Start Time 04:30 PM Right ThrU Left Peds .Taal 7 Right ThrU Left Peds Taal Ai- ht Thru Left Peds .ra.i Ri ht Thru Left Peds Taal Int. Total 8 1 0 16 2 118 8 0 128 8 6 2 0 16 1 31 4 0 36 196 04:45 PM 10 4 0 0 14 6 128 6 0 140 3 10 2 0 15 5 50 1 0 56 225 Total 17 12 1 0 30 8 246 14 0 268 11 16 4 0 31 6 81 5 0 92 421 05:00 PM 9 9 0 0 18 2 128 12 0 142 5 4 1 0 10 5 33 0 1 39 209 05:15 PM 4 7 1 0 12 1 127 6 0 134 3 7 3 0 13 2 46 1 0 49 208 05:30 PM 4 9 0 0 13 0 106 15 0 121 9 8 3 0 20 1 46 2 0 49 203 05:45 PM 9 8 0 0 17 1 110 5 0 116 1 6 1 0 8 3 56 4 0 63 204 Total 26 33 1 0 60 4 471 38 0 513 18 25 8 0 51 11 181 7 1 200 824 06:00 PM 2 6 0 0 8 2 99 5 0 106 6 6 0 0 12 1 33 4 0 38 164 06:15 PM 7 6 0 0 13 0 98 4 0 102 3 3 4 0 10 2 41 1 0 44 169 Grand Total 52 57 2 0 111 14 914 61 0 989 38 50 16 0 104 20 336 17 1 374 1578 Apprch % 46.8 51.4 1.8 0 1.4 92.4 6.2 0 36.5 48.1 15.4 0 5.3 89.8 4.5 0.3 Total % 3.3 3.6 0.1 0 7 0.9 57.9 3.9 0 62.7 2.4 3.2 1 0 6.6 1.3 21.3 1.1 0.1 23.7 General Traffic x General Trask 100 0 100 0 100 0 100 100 99.9 100 0 99.9 100 100 100 0 100 100 99.4 100 100 99.5 99.8 3+ Axle Trucks x-T- 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 9 Linder Road Out In Total 111 192 0 192 57 2 0 t52 0 0 0 7 Right Thru Left Peds m Ym7 �1t) nOA 0 N� 2-� h Nort .. oA w C NAB o N of 3/19/2008 04:30 PM 4---� m ro 2 N O 3/19/2008 06:15 PM °' m A G < ,- . N Oa N L i o General Traffic 3+ Axle Trucks r co 2p1 -` m a _ a a wN 4-1 T r Left pR,,'ht1601613801 Out In Total Tech: Patrick / VID Intersection: Linder Rd / Amity Rd City, State: Meridian, Idaho Control: All Stop L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Linder Amity PM Site Code : 3 Start Date : 3/19/2008 Page No :2 Linder Road Amity Road From the North From the I Right I Thru I Left I Peds I Am.Ta. Right I Thru I LeftI From 04:30 PM to 06:15 PM - Peak 1 of 1 Entire Intersection Begins at 04:45 PM 10 4 0 0 14 6 128 6 9 9 0 0 18 2 128 12 4 7 1 0 12 1 127 6 4 9 0 0 13 0 106 15 27 29 1 0 57 9 489 39 47.4 50.9 1.8 0 1.7 91.1 7.3 .675 .806 .250 .000 .792 .375 .955 .650 East Peds I 0 0 0 0 0 0 .000 NM,T-I_lRight 142 1 134 121 537 .945 I 3 5 3 9 20 34.5 .556 Linder From Thru I 10 4 7 8 29 50 .725 Road the Left I 2 1 3 3 9 15.5 .750 South Peds 0 0 0 0 0 0 .000 .Taal I 15 10 13 20 58 .725 Ri ht I 5 5 2 1 13 6.7 .650 Amtty From Thru I 50 33 46 46 175 90.7 .875 Road the Left I 1 0 1 2 4 2.1 .500 West Peds 1 1 0 0 1 0.5 .250 Mp.Ta.i 56 39 49 49 193 .862 Int. Total 225 2 208 203 845 .939 Start Time Peak Hour Analysis Peak Hour for 04:45 PM 05:00 PM 05:15 PM 05:30 PM Total volume App. Total PHF Linder Road Out In Total 42 5717-99 Right Thru Lleft Peds Peak Hour Data North Peak Hour Begins at 04:45 PM General Traffic 3+ Axle Trucks 4, T r Left tht Peds 9 20 0 81 1 9 Out InTotal I_inrlar Road Tech: Patrick / VID Intersection: Linder Rd / Amity Rd City, State: Meridian, Idaho Control: All Stop L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801) 413-2993 Image 1 File Name : Linder Amity PM Site Code : 3 Start Date : 3/19/2008 Page No : 3 Tech: Patrick / VID Intersection: Linder Rd / Amity Rd City, State: Meridian, Idaho Control: All Stop L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 File Name :Linder Amity PM Idaho (208) 860-7554 Utah (801) 413-2993 Site Code : 3 Start Date : 3/19/2008 Page No : 4 WBO ... L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Intersection: Locust Grove Rd / Amity Rd Tech: Henson Idaho (208) 860-7554 Utah (801) 413-2993 City, State: Meridian, Idaho Control: All Stop File Name : Locust G Amity PM Site Code : 5 Start Date : 3/19/2008 Page No : 1 Locust Grove Road Amity Road Locust Grove Road Amity Road From the North From the East From the South From the West Start Time ..Right I Thru I Left Peds Taw Ri ht Thru Left Peds .Tam, Ri ht Thru Left Peds Tm, Right ht Thru Left Peds .Ta., Int.Total 04:30 PM 18 10 14 0 42 15 91 0 0 106 1 14 1 0 16 0 36 8 0 44 208 04:45 PM 17 19 17 1 54 9 100 2 2 113 0 8 0 0 8 3 35 10 0 48 223 Total 35 29 31 1 96 24 191 2 2 219 1 22 1 0 24 3 71 18 0 92 431 05:00 PM 27 17 13 0 57 8 107 0 0 115 0 13 1 0 14 2 34 10 0 46 232 w 05:15 PM 36 32 16 0 84 10 103 3 0 116 0 8 3 0 11 2 36 3 0 41 252 05:30 PM 25 16 14 0 55 8 102 0 0 110 0 8 3 1 12 3 41 8 0 52 229 05:45 PM 20 12 15 0 47 11 87 0 0 98 0 18 1 0 19 0 50 5 0 55 219 Total 108 77 58 0 243 37 399 3 0 439 0 47 8 1 56 7 161 26 0 194 932 06:00 PM 13 21 5 0 39 8 93 0 0 101 0 10 2 0 12 1 21 3 0 25 177 06:15 PM 9 16 11 0 36 15 88 5 0 108 0 8 0 0 8 1 27 6 0 34 186 Grand Total 165 143 105 1 414 84 771 10 2 867 1 87 11 1 100 12 280 53 0 345 1726 Apprch % 39.9 34.5 25.4 0.2 9.7 88.9 1.2 0.2 1 87 11 1 3.5 81.2 15.4 0 .,� Total % 9.6 8.3 6.1 0.1 24 4.9 44.7 0.6 0.1 50.2 0.1 5 0.6 0.1 5.8 0.7 16.2 3.1 0 20 General Traffic r Genma,Tr.fac 100 100 100 100 100 1 100 99.7 100 100 99.81 100 100 100 100 100 100 100 100 0 1001 99.9 3+ Aide Trucks x.. •d. T,va. 0 0 0 0 0 1 0 2 0 0 2 1 0 0 0 0 0 0 0 0 0 0 2 Locust Grove Road Out In Total 638 6308 V5143 05 1 0 0 05 1 Right Thru Left Peds WNa O N N ~•- � vOioca 1 JJ 'e � pp0 A ON.O c O O o�om N North 000+ c m C!—� 3/19/2008 04:30 PM 2 -j y a o ' L 3/19/2008 06:15 PM fO a. °r E n w a m IX o 0 Y! General Traffic 3+ Axle Trucks r �� o o CA o o Q. n y o w �01 � N N +1 T r Left 11 0111650165 V",n Out In Total 1770 West State Street #204 Boise, Idaho 83702 Tech: Henson Idaho (208) 860-7554 Utah (801) 413-2993 Intersection: Locust Grove Rd / Amity Rd City, State: Meridian, Idaho Control: All Stop File Name : Locust G Amity PM Site Code : 5 Start Date : 3/19/2008 Page No :2 Locust Grove Road Amity Road Locust Grove Road Amity Road From the North From the East From the South From the West Start Time Ri ht Thru Left Peds Taei Right Thru Left Peds Tome Righ1. t Thru Left Peds Tome Right Thru Left Peds .Tome mt. Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 17 19 17 1 54 9 100 2 2 113 0 8 0 0 8 3 35 10 0 48 223 05:00 PM 27 17 13 0 57 8 107 0 0 115 0 13 1 0 14 2 34 10 0 46 232 05:15 PM 36 32 16 0 84 10 103 3 0 116 0 8 3 0 11 2 36 3 0 41 252 05:30 PM 25 16 14 0 55 8 102 0 0 110 0 8 3 1 12 3 41 8 0 52 229 Total volume 105 84 60 1 250 35 412 5 2 454 0 37 7 1 45 10 146 31 0 187 936 App. Total 42 33.6 24 0.4 7.7 90.7 1.1 0.4 0 82.2 15.6 2.2 5.3 78.1 16.6 0 1 PHF .729 .656 .882 .250 .744 .875 .963 .417 .250 .978 .000 .712 .583 .250 .804 .833 .890 .775 .000 .899 .929 Locust Grove Road Out In Total ®1 25 1051 841 601 1 Right Thru Left ft Peds Peak Hour Data North Peak Hour Begins at 04:45 PM General Traffic 3+- Axle Trucks *-i T F+ Left Thru Ri ht Peds 7 37 0 1 ® 45 144 Out In Total nriist Grove Road — a C. �g —2 3 r o r� a m o a W ro O - Tech: Henson Intersection: Locust Grove Rd / Amity Rd City, State: Meridian, Idaho Control: All Stop L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801) 413-2993 File Name Locust G Amity PM Site Code : 5 Start Date : 3/19/2008 Page No : 3 Image 1 Tech: Henson Intersection: Locust Grove Rd / Amity Rd City, State: Meridian, Idaho Control: All Stop L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801)413-2993 File Name : Locust G Amity PM Site Code : 5 Start Date : 3/19/2008 Page No : 4 L2 Data Collection _ 1770 West State Street #204 Boise,. Idaho 83702 Tech: Judd / VID Idaho (208) 860-7554 Utah (801) 413-2993 File Name Meridian Amity PM Intersection: Meridian Rd / Amity Rd Site Code : 4 _ City, State: Meridian, Idaho Start Date : 3/19/2008 Control: Signalized Page No : 1 Groups Printed- General Traffic - 3+ Axle Trucks Meridian Road From the North Amity Road From the East Meridian Road From the South Amity Road From the West Start Time Ri ht ThrU Left Peds Tm,i Ri ht ThrU Left Peds Tow Ri ht ThrU Left I Peds I Am.Taal Right I ThrU I Left Peds . Tomi tnt.Totai 04:30 PM 04:45 PM 40 48 258 13 0 266 15 0 311 329 16 9 68 25 0 81 26 2 109 118 4 5 135 12 0 95 8 0 151 108 2 6 24 21 0 27 13 0 47 46 618 I 601 Total 88 524 28 0 640 25 149 51 2 227 9 230 20 0 259 8 51 34 0 931 1219 05:00 PM 61 282 15 0 358 13 87 34 0 134 12 151 7 0 170 5 18 13 0 36 698 M „ 05:15 PM 50 269 13 0 332 5 83 42 0 130 4 128 7 0 139 5 30 16 0 51 652 05:30 PM 45 274 12 0 331 9 78 50 0 137 6 141 5 0 152 3 37 15 0 55 675 05:45 PM 34 256 12 0 302 8 75 43 0 126 10 121 6 0 137 10 30 18 0 58 623 Total 190 low 52 0 1323 35 323 169 0 527 32 541 25 0 5981 23 115 62 0 200 2648 06:00 PM 37 221 11 0 269 9 57 31 0 97 3 105 5 0 113 6 11 26 0 43 522 06:15 PM 34 190 12 0 236 7 60 29 0 96 4 129 6 0 139 0 21 22 0 43 514 Grand Total 349 2016 103 0 2468 76 589 280 2 947 48 1005 56 0 1109 37 198 144 0 379 4903 Apprch % 14.1 81.7 4.2 0 8 62.2 29.6 0.2 4.3 90.6 5 0 9.8 52.2 38 0 ... Total % 7.1 41.1 2.1 0 50.3 1.6 12 5.7 0 19.3 1 20.5 1.1 0 22.6 0.8 4 2.9 0 7.7 General Traffic 2008 1004 %Genere1 Traffic 100 99.6 100 0 99.7 100 100 99.3 100 99.8 100 99.9 98.2 0 99.8 97.3 100 99.3 0 99.5 99.7 3+ Axte Trucks % .-T- 0 8 0 0 8 1 0 0 2 0 2 0 1 1 0 2 1 0 1 0 2 14 75oe,n vim rn°DOa 2 o n N t, T E M�mtao� �o � 000w o a Meridian Road Out In Total 1223 2460 3683 2 8 10 1225 4 9 349 2008 103 0 0 8 0 0 3491 201610 Right IN Left Peds I North 3/19/2008 04:30 PM 3/19/2008 06:15 PM General Traffic 3+ Axle Trucks 41 1 F+ Left Thru Right Peds 55 1004 48 0 1 1 0 0 56 1005 48 0 2322 1107 [34311 2 233 1109 Out In Total Meridian Road O a W v C n ~-2m0m B A _z o w n 1 � N .0. NON Of NAB Tech: Judd / VID Intersection: Meridian Rd / Amity Rd City, State: Meridian, Idaho Control: Signalized L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian Amity PM Site Code : 4 Start Date : 3/19/2008 Page No : 2 Meridian Road From the North Amity Road From the East Meridian Road From the South Amity Road From the West Start Time Right Thru Left Peds .Tome Right Thru Left Peds ra.i Right Thru Left Peds Ti Right Thru Left Peds .Tama Int. ToUl Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 61 282 15 0 358 13 87 34 0 134 12 151 7 0 170 5 18 13 0 36 698 05:15 PM 50 269 13 0 332 5 83 42 0 130 4 128 7 0 139 5 30 16 0 51 652 05:30 PM 45 274 12 0 331 9 78 50 0 137 6 141 5 0 152 3 37 15 0 55 675 05:45 PM 34 256 12 0 302 8 75 43 0 126 10 121 6 0 137 10 30 18 0 58 623 Total volume 190 1081 52 0 1323 35 323 169 0 527 32 541 25 0 598 23 115 62 0 200 2648 Total 14.4 81.7 3.9 0 6.6 61.3 32.1 0 5.4 90.5 4.2 0 11.5 57.5 31 0 . PHF .779 .958 .867 .000 .924 .673 .928 .845 .000 .962 . 667 .896 .893 .000 .879 .575 .777 .861 .000 .862 .948 Meridian Road Out In Total Z190 1 2 19 1 52 Right Thru Left Peds � 1 Peak Hour Data North Peak Hour Begins at 05:00 PM General Traffic 3+ Axle Trucks F+ Left Thru Ri ht Peds 541 32 1273 59 1871 Out In Total Maridian Road Tech: Judd / VID Intersection: Meridian Rd / Amity Rd City, State: Meridian, Idaho Control: Signalized L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho(208) 860-7554 Utah (801)413-2993 Image 1 File Name : Meridian Amity PM Site Code : 4 Start Date : 3/19/2008 Page No : 3 Tech: Judd / VID Intersection: Meridian Rd / Amity Rd City, State: Meridian, Idaho Control: Signalized L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian Amity PM Site Code : 4 Start Date : 3/19/2008 Page No : 4 Tech: David / VID Intersection: Meridian Rd / Harris St City, State: Meridian, Idaho Control: Stop Sign r L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208)860-7554 Utah (801)413-2993 File Name : Meridian Harris PM Site Code : 2 Start Date : 3/18/2008 Page No : 1 Meridian Road Rumple Lane Meridian Road Harris Street From the North From the East From the South From the West Start Time Right Thru Left Peds To al Ri ht -'- 1 Left 1 Peels Taw Flight Thru Left Peels .Tnhl Ri ht Thru Left I Peds I AM.Tad Int. Total 04:30 PM 3 314 0 0 317 0 0 0 0 0 0 169 0 0 169 0 0 1 0 1 487 04:45 PM 2 321 0 0 323 0 0 0 0 0 0 173 1 0 174 1 0 3 0 4 501 Total 5 635 0 0 640 0 0 0 0 0 0 342 1 0 343 1 0 4 0 5 988 05:00 PM 2 354 0 0 356 0 0 0 0 0 0 156 0 0 156 1 0 1 0 2 514 05:15 PM 1 361 0 0 362 0 0 0 0 0 0 153 2 0 155 1 0 3 0 4 521 05:30 PM 2 347 0 0 349 0 0 0 0 0 0 154 0 0 154 1 0 2 0 3 506 05:45 PM 2 339 0 0 341 0 0 0 0 0 0 153 1 0 154 0 0 2 0 2 497 Total 7 1401 0 0 1408 0 0 0 0 0 0 616 3 0 619 F 3 0 8 0 11 2 338 06:00 PM 3 317 0 0 320 0 0 0 0 0 0 154 1 0 155 1 0 0 0 1 476 06:15 PM 0 314 0 0 314 0 0 0 0 0 0 154 2 0 156 1 0 3 0 4 474 Grand Total 15 2667 0 0 2682 0 0 0 0 0 0 1266 7 0 1273 6 0 15 0 21 3976 Apprch % 0.6 99.4 0 0 0 0 0 0 0 99.5 0.5 0 28.6 0 71.4 0 Total % 0.4 67.1 0 0 67.5 0 0 0 0 0 0 31.8 0.2 0 32 0.2 0 0.4 0 0.5 General Traffic 2649 1258 %General Traffic 100 99.3 0 0 99.3 0 0 0 0 0 0 99.4 100 0 99.4 100 0 100 0 100 99.3 3+ Axle Trucks %S.A.kT- 0 18 0 0 18 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 26 ycqoa ac, o m �o N N in - ECID m SIN �N O o Meridian Road Out In Total 1273 2664 LL3936718 18 1281 15 2649 0 0 0 18 0 0 15L 26671 01 0 Right Thru Left Peds I North 3/18/2008 04:30 PM 3/18/2008 06:15 PM General Traffic 3+ Axle Trucks +-, T [-� IThnny Peds 0 0 0392026 94 Out In Total MAridian Rnad =000 C 000" X C 200o a o m r o00 5- ��o o a °aC, 000� Tech: David / VID Intersection: Meridian Rd / Harris St City, State: Meridian, Idaho Control: Stop Sign L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208)860-7554 Utah (801)413-2993 File Name : Meridian Harris PM Site Code : 2 Start Date : 3/18/2008 Page No : 2 L= Meridian Road From e th North Rumple Lane From the East Meridian Road From the South Harris Street From the West Start Time Right Thru Left Peds rori Right Thru Left Peds r,w Right Thru Left Peds .ram Right I I Thru Left Peds .ram Int. Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 2 321 0 0 323 0 0 0 0 0 0 173 1 0 174 1 0 3 0 4 501 05:00 PM 2 354 0 0 356 0 0 0 0 0 0 156 0 0 156 1 0 1 0 2 514 05:15 PM 1 361 0 0 362 0 0 0 0 0 0 153 2 0 155 1 0 3 0 4 521 05:30 PM 2 347 0 0 349 0 0 0 0 0 0 154 0 0 154 1 0 2 0 3 506 7 1383 0 0 1390 0 0 0 0 0 0 636 3 0 639 4 0 9 0 13 2042 Total volume 0.5 99.5 0 0 0 0 0 0 0 99.5 0.5 0 30.8 0 69.2 0 A. Total .875 .958 .000 .000 .960 0 .000 PHF .00 .000 .000 .000 .000 .919 .375 .000 .918 1.000 .000 .750 .000 .813 .980 Meridian Road Out In Total 45 613 I 200 71 1 Right Thru Left Peds Peak Hour Data North Peak Hour Begins at 04:45 PM General Traffic 3+ Axle Trucks F# Left Thru Ri ht Peds 1387 63 [� Out In Total Maridian ama Tech: David / VID Intersection: Meridian Rd / Harris St City, State: Meridian, Idaho Control: Stop Sign L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801)413-2993 Image 1 File Name : Meridian Harris PM Site Code : 2 Start Date : 3/18/2008 Page No : 3 Tech: David / VID Intersection: Meridian Rd / Harris St City, State: Meridian, Idaho Control: Stop Sign L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801) 413-2993 File Name :Meridian Harris PM Site Code : 2 Start Date : 3/18/2008 Page No : 4 L2 Data Collection .. 1770 West State Street #204 Boise, Idaho 83702 Tech: Patrick Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian Lake Hazel PM Intersection: Meridian Rd / Lake Hazel Site Code : 6 City, State: Meridian, Idaho Start Date : 3/19/2008 Control: Stop Sigh Page No : 1 No Mw Meridian Road Lake Hazel Road Meridian Road Lake Hazel Road From the North From the East From the South From the West Start Time Right Thru I Left Pads Toni Right Thru Left Peds Tams Right Thru Left Peds Tdal Ri ht Thru Left Peds Ton Int Total 04:30 PM 10 244 21 0 275 17 12 5 0 34 5 136 5 0 146 0 4 2 0 6 461 04:45 PM 11 288 15 0 314 18 16 5 0 39 6 109 3 0 118 0 7 0 0 7 478 Total 21 532 36 0 589 35 28 10 0 73 11 245 8 0 264 0 11 2 0 13 939 05:00 PM 10 297 23 0 330 15 17 10 0 42 6 135 10 0 151 0 6 1 0 7 530 05:15 PM 11 270 21 0 302 14 23 3 0 40 4 135 1 0 140 1 8 0 0 9 491 05:30 PM 13 295 16 0 324 12 17 7 0 36 3 111 5 0 119 0 4 6 0 10 489 05:45 PM 15 255 20 0 290 20 22 10 0 52 3 118 1 0 122 1 2 2 0 5 469 Total 49 1117 80 0 1246 61 79 30 0 170 16 499 17 0 532 2 20 9 0 31 1979 06:00 PM 8 253 11 0 272 16 10 4 0 30 3 107 3 0 113 0 2 0 0 2 417 06:15 PM 2 200 8 0 210 15 13 6 0 34 5 138 0 0 143 3 6 3 0 12 399 Grand Total 80 2102 135 0 2317 127 130 50 0 307 35 989 28 0 1052 5 39 14 0 58 3734 Approh % 3.5 90.7 5.8 0 41.4 42.3 16.3 0 3.3 94 2.7 0 8.6 67.2 24.1 0 Total % 2.1 56.3 3.6 0 62.1 3.4 3.5 1.3 0 8.2 0.9 26.5 0.7 0 28.2 0.1 1 0.4 0 1.6 General Traffic 2096 % Generl Traffic 100 99.7 100 0 99.7 100 99.2 100 0 99.7 100 99.2 100 0 99.2 100 100 100 0 100 99.6 3+ Axle Trucks x e. aa. Tacm 0 6 0 0 6 0 1 0 0 1 0 8 0 0 8 0 0 0 0 0 15 � J N 0 O 2 m = a) O O IA L �1 J 1 C-3 ¢ + O N coo, I'm Meridian Road Out In Total 1122 2311 L3433318 6 1130 80 2096 135 0 0 6 0 0 801 21021 135 0 Right I Left Peds North 3/19/2008 04:30 PM 3/19/2008 06:15 PM General Traffic 3+ Axle Trucks Left Thru Ri ht Peds 28 981 35 0 0 8 0 0 28 989 35 0 2151 1044 3195 6 8 14 21 7 1052 3209 Out In Total Mwrirtian Rnad O O -4 O O m � 20 m O = N �a IDo a �'000 a -m blo L2 Data Collection 1770 West State Street #204 Tech: Patrick Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian Lake Hazel PM Intersection: Meridian Rd / Lake Hazel Site Code : 6 City, State: Meridian, Idaho Start Date : 3/19/2008 Control: Stop Sigh Page No : 2 Meridian Road Lake Hazel Road Meridian Road Lake Hazel Road From teo r Meridian Road Out In Total ® Elp182226 Right Thru Left Peds Peak Hour Data North �General Hour Begins at 04:45 PM Traffic xle Trucks *� T r Left Thru Ri ht Peds 191 4901 1 1176 28 1704 Out In Total Maridian Road Tech: Patrick Intersection: Meridian Rd / Lake Hazel City, State: Meridian, Idaho Control: Stop Sigh L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208)860-7554 Utah (801)413-2993 Image 1 File Name : Meridian Lake Hazel PM Site Code : 6 Start Date : 3/19/2008 Page No : 3 Tech: Patrick Intersection: Meridian Rd / Lake Hazel City, State: Meridian, Idaho Control: Stop Sigh L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208)860-7554 Utah (801)413-2993 File Name : Meridian Lake Hazel PM Site Code : 6 Start Date : 3/19/2008 Page No : 4 L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Tech: Vawdrey / Bates Idaho (208) 860-7554 Utah (801) 413-2993 Intersection: Meridian Rd / Victory Rd City, State: Meridian, Idaho Control: Signalized .. Grou s Printed- General Traffic - 3+ Axl T ter♦ File Name : Meridian Victory PM Site Code : 1 Start Date : 3/18/2008 Page No : 1 Meridian Road Victory Road e ri-o Meridian Road Victory Road From the North From the East From the South From the West Start Time Ri ht Thru Left Peds Tam Riht Thru Left Peds Tm -Right Thru Left Peds .Tame Right Thru Left Peds Twi Int. Total 04:30 PM 17 310 15 0 342 22 51 39 0 112 24 171 4 0 199 3 8 13 0 24 677 04:45 PM 42 307 21 0 370 24 55 38 0 117 14 131 7 0 152 3 19 25 0 47 686 Total 59 617 36 0 712 46 106 77 0 229 38 302 11 0 351 6 27 38 0 71 1363 05:00 PM 37 330 18 0 385 27 59 51 1 138 17 153 8 0 178 2 13 19 0 34 735 05:15 PM 31 324 19 0 374 27 85 43 0 155 12 143 2 0 157 5 25 13 0 43 729 05:30 PM 28 311 21 0 360 30 58 56 0 144 17 166 3 0 186 5 14 14 0 33 723 05:45 PM 35 301 20 0 356 20 70 60 0 150 14 137 2 0 153 4 13 13 0 30 689 Total 131 1266 78 0 1475 104 272 210 1 587 60 599 15 0 674 16 65 59 0 140 2876 06:00 PM 38 314 20 0 372 17 25 35 0 77 14 149 5 0 168 5 13 11 0 29 646 06:15 PM 34 278 19 0 331 18 26 29 0 73 17 139 0 0 156 7 23 23 0 53 613 Grand Total 262 2475 153 0 2890 185 429 351 1 966 129 1189 31 0 1349 34 128 131 0 293 5498 Apprch % 9.1 85.6 5.3 0 19.2 44.4 36.3 0.1 9.6 88.1 2.3 0 11.6 43.7 44.7 0 Total % 4.8 45 2.8 0 52.6 3.4 7.8 6.4 0 17.6 2.3 21.6 0.6 0 24.5 0.6 2.3 2.4 0 5.3 General Traffic 2457 1182 General Teffm 99.2 99.3 100 0 99.3 100 99.5 100 100 99.8 99.2 99.4 100 0 99.4 100 100 99.2 0 99.7 99.4 3+ Axle Trucks 2 18 0 0 20 0 2 0 0 2 1 7 0 0 8 0 0 1 0 1 -1- 31 Meridian Road Out In Total 14977 28200 4367 1505 48 260 2457 153 0 2 18 0 0 2 2475 15 Right Thru Left Peds _ -jaiborn ~ C o� " ^ o J a N o ao North c 0) CD-� 3/18/2008 04:30 PM Z o o t 3/18/2008 06:15 PM U > maw �� General Traffic 0 � 0 0 0 ,e 3+ Axle Trucks m a I I Left Thru RinPe,,q 31 1182 0 7 31 1189 129 0 tr I I 2860 1349 4209 Out In Total z w m m �O ~-P ro PQ CO CO g r 0 Cn CA v � m U-4 ° L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Tech: Vawdrey / Bates Idaho (208) 860-7554 Utah (801) 413-2993 Intersection: Meridian Rd / Victory Rd City, State: Meridian, Idaho Control: Signalized File Name : Meridian Victory PM Site Code : 1 Start Date : 3/18/2008 Page No : 2 Meridian Road Victory Road Meridian Road d Victo�t�ye:e!. Froh N rth F m the East From the South From t m t e o ro Left Peds Start Time Right Thru Left Peds .Tad Right Thru Left Peds Ta.i Right Thru Left Peds Tema Right Thru rav Inl.Total Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 2 13 19 0 34 7 35 05:00 PM 37 330 18 0 385 27 59 51 1 138 17 153 8 0 1 5 25 13 0 43 729 05:15 PM 31 324 19 0 374 27 85 43 0 155 12 143 2 0 157 186 5 14 14 0 33 723 05:30 PM 28 311 21 0 360 30 58 56 0 144 17 166 3 2 0 0 153 4 13 13 0 30 689 05:45 PM 35 301 20 0 356 20 70 60 0 150 14 60 137 599 15 0 674 16 65 59 0 140 2876 Total, Volume 131 1266 78 0 1475 104 17.7 272 210 46.3 35.8 1 0.2 587 8.9 88.9 2.2 0 11.4 46.4 42.1 0 App. Total PHF 8.9 .885 85.8 5.3 0 .959 .929 .000 .958 .867 .800 .875 .250 .947 .882 .902 .469 .000 .906 .800 .650 .776 .000 .814 1 .976 Meridian Road Out In Total 7 2 14 1311 12661 7 Right Thru Lel ft Peds Peak Hour Data North Peak Hour Begins at 05:00 PM General Traffic 3+ Axle Trucks T r Left Thru Right Peds 1 9 1492 674 21 Out In Total Meridian Rnari Tech: Vawdrey / Bates Intersection: Meridian Rd / Victory Rd City, State: Meridian, Idaho Control: Signalized L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801) 413-2993 Image 1 File Name : Meridian Victory PM Site Code : 1 Start Date : 3/18/2008 Page No : 3 Tech: Vawdrey / Bates intersection: Meridian Rd / Victory Rd City, State: Meridian, Idaho Control: Signalized L2 Data Collection 1770 West State Street #204 Boise, Idaho 83702 Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian Victory PM Site Code : 1 Start Date : 3/18/2008 Page No : 4 u u u u u I Appendix C Description of Level -of - Service Methods and Criteria South Meridian Center References Level -of -Service Concept August 2008 Level of service (LOS) is a concept developed to quantify the degree of comfort (including such ... elements as travel time, number of stops, total amount of stopped delay, and impediments caused by other vehicles) afforded to drivers as they travel through an intersection or roadway segment. Six grades are used to denote the various level of service from "A" to "F".1 SIGNALIZED INTERSECTIONS The. six level -of -service grades are described qualitatively for signalized intersections in Table 131. Additionally, Table B2 identifies the relationship between level of service and average control delay per vehicle. Control delay is defined to include initial deceleration delay, queue move -up time, stopped delay, and final acceleration delay. Using this definition, Level of Service "D" is generally considered to represent the minimum acceptable design standard. Table B-1 Level -of -Service Definitions (Signalized Intersections) Level of Service Average Delay per Vehicle A Very low average control delay, less than 10 seconds per vehicle. This occurs when progression is extremely favorable, and most vehicles arrive during the green; phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. B Average control delay is greater than 10 seconds per vehicle and less than or equal to 20 seconds per vehicle. This generally occurs with good progression and/or short cycle lengths. More vehicles stop than for a level of service A, causing higher levels of average delay. C Average control delay is greater than 20:seconds ;per vehicle and less than or equal to 35 seconds per vehicle. These higher delays may result from fair; progression and/or longer cycle lengths. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant at this level, although many still pass through the intersectionwithout stopping. D Average control delay is ,greater than 35 seconds per vehicle and less than or equal to 55 seconds per vehicle. The influence of congestion becomes more noticeable. Longer delays may result from some combination of :unfavorable progression, long cycle length, or high volume/capacity ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable. E Average control delay is greater than 55 seconds per vehicle and less than or equal to 80 seconds per vehicle. This is usually considered to be the limit of acceptable delay. These high delay values generally (but not always) indicate poor progression, long cycle lengths, and high volume/capacity ratios. Individual cycle failures are frequent occurrences. F Average control delay is in excess of 80 seconds per vehicle. This is considered to be unacceptable to most drivers. This condition often occurs with oversaturation. It may also occur at high volume/capacity ratios below 1.0 with many individual cycle failures. Poor progression and long cycle lengths may also contribute to such high delay values. 1 Most of the material ,in this appendix is adapted from the Transportation Research Board, Highway Capacity Manual, (2000). Kittelson & Associates, Inc. 3 South Meridian Center August 2008 References Table B2 Level -of -Service Criteria for Signalized Intersections Level of Service Average Control Delay per Vehicle (Seconds) A <10.0 B >10 and :520 C >20 and s35 D >35 and :555 E >55 and :580 F >80 UNSIGNALIZED INTERSECTIONS Unsignalized intersections include two-way stop -controlled (TWSC) and all -way stop -controlled (AWSC) intersections. The 2000 Highway Capacity Manual (HCM) provides models for estimating control delay at both TWSC and AWSC intersections. A qualitative description of the various service levels associated with an unsignalized intersection is presented in Table B3. A.quantitative definition of level of service for unsignalized intersections is presented in Table 'B4. Using this definition, Level of Service "E" is generally considered to represent the minimum acceptable design standard. Table B3 Level -of -Service Criteria for Unsignalized'Intersections Level of Service Average Delay per Vehicle to Minor Street Nearly all drivers find freedom of operation. A Very seldom is there more than one vehicle in queue. Some drivers begin to consider the delay an inconvenience. B Occasionally there is more than one vehicle in queue. Many times 'there is more than one vehicle in queue. C Most drivers feel restricted, but not objectionably so. • Often there is more than one vehicle in queue. D Drivers feel quite restricted. Represents a condition in which the demand is near or equal to the probable maximum number of vehicles that can be accommodated by the movement. E There is almost always more than one vehicle in queue. Drivers find the delays approaching intolerable levels. Forced flow. F . Representsan intersection failure condition that is caused by geometric and/or operational constraints external to the intersection. Kittelson & Associates, Inc. 4 E Lno South Meridian Center References Table B4 Level -of -Service Criteria for Unsignalized Intersections Level of Service Average Control Delay per Vehicle (Seconds) A <10.0 B >10.0and <_15.0 C >15.Oand <_25.0 D >25.0 and <_ 35.0 E >35.0 and <_ 50.0 F > 50.0 August 2008 It should be noted that the level -of -service criteria for unsignalized intersections are somewhat different than the criteria used for signalized intersections. The primary reason for this difference is that drivers expect different levels of performance from different kinds of :transportation facilities. The expectation is that a signalized intersection is designed to carry 'higher traffic volumes than an unsignalized intersection. Additionally, there are a number of driver behavior considerations that combine to make delays at signalized intersections less galling than at unsignalized intersections. For example, drivers at signalized intersections are able to relax during the red interval, while -- drivers on the minor street approaches to TWSC intersections must ;remain attentive to the task of identifying acceptable gaps and vehicle conflicts. Also, there is often much more variability in the amount of delay experienced by individual drivers at unsignalized intersections than signalized intersections. For these reasons, it is considered that the control delay threshold for any given level of service is less for an unsignalized intersection than for a signalized intersection. While overall intersection level of service is calculated for AWSC intersections, level of service is only calculated for the minor approaches and the major street left turn movements at TWSC intersections. No delay is assumed to the major street through movements. For TWSC intersections, the overall intersection level of service remains undefined: level of service is only calculated for each minor street lane. In the performance evaluation of TWSC intersections, it is important to consider other measures of effectiveness (MOEs) in addition to delay, such as v/c ratios for individual movements, average queue lengths, and 95th-percentile queue lengths. By focusing on a single MOE for the worst movement only, such as delay for the minor -street left turn, users may make inappropriate traffic control decisions. The potential for making such inappropriate decisions is likely to be particularly pronounced when the :HCM level -of -service thresholds are adopted as legal standards, as is the case in many public agencies. Kittelson & Associates, Inc. 5 .. am u u u u u u u u Appendix D Year 2008 Existing Conditions Level - of -Service Worksheets t i > > > > U U .-I i i N q q ❑ O > > b N I f G G O O O O O O N I I J) O O O O O O m I ro l I U o 0 0 0 0 0 a I I I H I + t + + + t a I O 1 t x i fn o r o m fn Ol I x I N o r o r 1 ro I t o N 1 u G o 0 0 0 0 0 f•i a i o� L' l olo� 1 I N.0 fL I wNN q> O w a c I rn ro 1 m m y m m m O .. •••I I H N 1 I 4JI 'O o «7 U ❑ U 1.GA m 1 U Y I N G N I b 1 •ftl a,I f`-) 1 0 0 +i 3 I w > N o r O m m c� I W •'I 1 o O r o r f0 fn I u m I p. N • 1 1 N G I 0) o N ro 0 0 0 0 0 rl I £ H I f>r > a W .•i r; N �O m a �D tD I U I 4J I W H m l C I •.1 N N N q > rl O frf W (G v� V� 'o O 1 N G I >> (nNo O N I m GU 1 fa .]U q U W W m JO I Y U U 1 i CTI I Gw 1 Y> •O ol s I 'oH I a Vo •O N 94 O E I N O� I H a Y N N N -.Gf i >, rn ao ro m 0 0 �+ 0)1 1 do •.i 1 o Y H H >. Y x N a 0 1 rl O x 1 1 L m W 1 U > H x A .X a Ff Y v 0 -Y.I 0 1 v \O \O \O •.H 0 I `•4 O 1 fV ro N ro a a I N I w ao ao trio \U \O ro i c G c c 0 0 I N I G N ro N N W w I i Y M •'I •'I •.I Y Y I I U H H H H m E E E E I I I I H N rl N m V� f!7 t0 I I Y G f1 I I H N 1 I I I 1 I b+ I I ro I I al I H i C I 1 0 1 1 xI I 1 x l I ro I 1 o N I 1 a l a Nll, 4 I I m ro 1 I H ro 1 1 o x I N C N I �0 1 -r, ro N I fh I c• I N 'O I I a •.1 1 L2 I I N C I N r`c i Z o° i o 1 U 1 Y 1 N fa I G I K O V 1 H H I O I (1) G I o N N I . 4JO 1 -14 al GU I H a)I fn 1 41U U 1 C 14w 4J 4J bJ i -H C W 1 U E m .G +NJ 7 1 U CO w I En o O a Y 7 o M I y i(d1 I 7 1 (x H E l d YY YY E+ I N M I w z C I 7 7 7 7 I G Jr Y I W W W W I o Y m I a) NEE a)N E I 01 a•.� I d o x 1 �.❑❑a E clo 1 N m w 1 I 4J 1 Y m 1 '1 O I Y. 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Y E-F 'O m O O N E a o Y x m o d Wv� Q Ly x ro C U -H N O N r o 9) O o N u U Y yJ � y v 'O O C ro y tT W r C x w w o W q f•/ E+ i U L1L11 11 u u u u u Appendix • • o / \ § ]§it k &;k — §U) \ } \ / / &■7£2J mw §kb%b%§ \�� . � ` $ 0 0 M 7fflf �};f! /)) \ 0x W 0Q3 J B�Em0U� °ui>a§>§ B U) m ! 0 _ | § no t ( v 5 ow _ / o k (E k & B ! \ E 2 J — ` \ __ \0 § ¢ B k ) § { a E $ Z « ( co_ \ CD / ] 04 / ! _ | k ) , I Li ' } \ \ ) 2 CD z ' > k > 7 . K E § k k{ � ! i Total Accidents: G Total Units: 11 Total People: 19 Report Criteria: Total Fatallffra: 0 Total injuries: T Segment Code: 002fi00 Milepost Range: 6.74 to 6.99 Counlles:Ada, Cltles:ALL- In City And Rural, Date From: 2006,2005,2004,2003,2002, Segment Code Mllepoet LleUng Report Vehicle Type Driver Action Lane Direction Unit Travel Direction9CInjurVA everi Event 1 Event Relation to Junction Event Relation To Road Vehicle Hit At Contributing Circumstance I Gent dbutin Clrcumstanee Lane Road Condition Weather Surface LI ht Falalilles In odes Da Hour Sedal Number AccldenlDate FldUnllNbr Vlew Accident lma e Accident 0 Milepost W Dmg Re ort Overturn Nonjunction Outside Right -Of -Way To And Windows Pourer Unit None Seed Too Fast For Conditions 00 None Snow Ice Dark, No Street LI hb 0 0 Thursday17 06C753824 11I30I2006 1 Select 1 6.790 Car Nan/PanEVSW Going Simi ht Slowin In Traffic Descendn AscendingE - Injury Accident Rear End Nonjunction On Roadwa Point 11 Power Unit Inattention FollowingToo Close 50 None Clou 0 Da 0 1 Fdda 07 O6C132797 3I24I200fi 1 Select 2 6.943 6.943 Picku PlckupNan/PaneVSW Slowing In Traffic Ascending E Injury Accident Rear F�td Nonjunction On Roadway Point 5 Power Unit None None 50 0 0 O6Ct32797 W4 006 2 Select Select 6.943 PickupNan/PaneVSW Slowing In Traffic Ascending E Accident Rear End Nonjunction Point 6 Power Unit None None 50 0 0 06C732797 3l24YL006 3 Select 3 6.971 Picku NaNPaneVSW Going Straight Descending W Dm Re od Utility Pole Non unction Roadside or Sidewalk Point 3 Power Unit Distraction In/On Vehicle Other Vehicle Defect 00 None Clear D Da 0 0 Monda 18 022320010 9116/2002 1 4 6.981 Picku NaNPaneVSW Slows In Traffic Ascends E Accident Rear End Intersection Related On Roadwa Point 12 Power Unit Distraction In/On Vehicle None 50 None Cloudy D Da 0 2 Tuesda 15 02C030783 311912002 t Select 6.981 Car Stopped In Traffic Ascending E Accident Rear End Intersection Related On Roadway Point 6 Power Unit None None 50 0 0 02C030783 3/1912002 2 Select 6.981 Car Stopped In Traffic Ascending E Accident Rear End Intersection Related Point 6 Power Unit None None 50 0 0 02C030783 311912002 3 Select 5 6.990 Picku NaNPaneVSW Turning Right Ascends S Accident An le Turnip In Intersection On Roadwa Point 11 Power UnII Im ro per Turn Alcohol impaired 50 None Clear D De 0 1 Saturday 15 022600002 11RI2002 1 Select 6.990 Car Stopped In Traffic Ascending E C injury Accident Angle Turning In Intersection Poin[ 10 Pourer Unit None None 50 0 0 022600002 71/2I2002 2 Select 6 6,9911 Picku NaNPaneVSW Going Straight Ascending E Pro a Dmg Report Overturn Nonjunction Private Property Point 3 Power Unit Speed Too Fast For Condrdons None 00 None Cloudy Snow Day 0 0 Sunday 12 04C052440 11412004 1 Select H Total Actideaa ?4 'rotor Fars6tla: alo" Toteople 48 7•utal la}uria: 1i 'CPeople: di Report Criteria: Segment Code: 002150 Milepost Ranger 6.99 to 7.697 CountlesAda, Cltles:ALL- In City And Rural, Data From: 2006,2005,2004,2003,2D02, Segment Coda Milopost Lleling Report ACUtlan19 Mile ost VehldeT a Driver Action Lane OlrecUon Unit Travel Dlredlon Seven Event) Evanl Relation to JunGion Event Relation Ta Road VehlGa Hit At ConMhulin Clrcumsfancel Contrlbutin Clrcumsfance2 Lane Rosd Con..uon Weather SuRace Light FGalitles Injuries Da Hour Sertal Number AcddentDate gdllnHNbr View Accident Image 1 8.8DB Car Going Straight Ascending N Props Ding Report Rear End Intersection Related Point 6 Povatr Unit None None 50 None Fog Wet D 0 0 Saturday09 05C093440 12B2D05 1 Select 8.998 Pisku en/PeneVSUV Going Straight AscendingN Pro D Report Rear End Intersection Related On RoadwayPoint 12 Pov�er Unit None None 50 0 0 OSCOB3440 1292005 2 Seloct 2 7,000 Car LeavingDriveiva /Mlle Deracendn E Fatal Accident An TurN At Driveway/AlleyPoint 9 Power Unit Failed To Meld Nona 51 None Clear D D 1 1 Friday OB OSC101422 4/82005 1 Sated 7.000 Picku an/PaneVSUV GoingStraight DescendingS Fatal Accident Overturn At Drive /Alle On RoadwayPoint Power Unit None None 51 0 0 05C701422 4/82005 2 Select 3 7.085 Car Going Straight Descending S Blnu Accident Overturn Nonjunction Ouleide Rl tOr- To And VNndowe Power Unit S ed Too Fast For Conditions None 00 Nane Snow Snow D 0 1 Wedneada OB O6C129407 2/152008 1 Select 4 7.162 Car Slow7n In Traffic Ascending N Pro Omg Report Rear End Intersection Related On Roa PdM 12 Power Unit inattention Follow) Too Close 51 None Clear D D 0 0 Tuada 12 08C154418 12/52008 1 Select 7.162 Plcku an/PaneVSUV SlayingIn Traffic AscendingN ProD Report Rear End Intersection Related Point 6 Power Unit None None 51 0 0 OBC154418 12/52008 2 Select 5 7.177 Car Going Straight Descending S Pr D Report Ditch Intersection Related OR RoaM2y-Location Unlmowe Underardege PovrerUNt Alcohol Impaired None 00 Loose Gravel/Seal Coat Clear D DarK NO Street Ughts 0 0 Wedneada Ot 05C1o6962 8282005 1 Select 6 7.188 Picku aNPaaIISW SIov4 In Traffic Ascend N Clnu Accident Rear End Intersection Related On Roe PdM 12 Power Unit Follow) Too Close None 51 None Clear D Da 0 2 Wednesday17 D4C077859 9/172M 1 Select 7.188 Plcku an/PaceVSW StoppedIn Traffic Ascend N CInju Accident Rear End Intersection Related Point 6 ii Trolling Unit None None 51 1 04COT7859 9712004 2 Iselect 7 7A88 Plcku an/PaneVSW Gang Straight Asclincling N Property Dmg Report Side SvApe Same In Intersection On Roadway Point 10 Power Unit None None 50 None Fog Wet De 0 0 Saturday09 05C093438 1292005 1 Select 7,188 Car Stara In Traffic Ascend N Pro Ding Report Rear End In Intersection Point 6 Power Unit None None 50 0 0 05COB3438 12920U5 2 Select 7.188 Picku enlPanaVSW Going Strai t Ascend N Pro D Re rt Side SvA Same in intersection Point Power Unit None None 50 0 0 05C093438 12B2005 3 Select 7,188 Car Going Straight Ascendng N Property Dmg Report Side SWpa Same In Intersection PdM 10 Power mt None None 50 0 0 05CO93438 1292005 4 Select 8 7.186 Car Going Straight Ascending N Property Ding Report Rear End Intersection Related On Roadway Point 11 Power Unit None None 50 None Fop Ice Dark, Street Ughts On 0 0 Tusiday D3coge675 1/282003 1 Select 7,196 Car Stopped In Traffic Ascending N Property Ding Report Rear End Intersection Related PoiMS Power Unit None None 50 0 0 03CODB675 1282003 2 Sated 9 T.198 Pkku aNPaosVSUV Going Straight Dacendin S Pro Ding Report Ana In Intersection On Roa PdM a Power Unit Dlsr arded SI al None 50 None Clear Dry Day Wednesday 14 03C009092 2152003 1 Soled 7.196 Picker aNPanelISW Going Straight Deiscancling W Property Ding Re rt M Ie In Intersection Undercerde Power Unit None None 50 0 0 03C009092 2152003 2 Soled 10 7.198 Picku enlPaneUSW Odn Strai t Dacendin S Blnu Accident M Angle Turning In Intersection Point 3Povver Unit Dlare arded Sl ai None 51 None Clear D D 0 1 Mon 11 03C043751 10WDD3 1 Select 7,198 Car Turning Len Descending E B In u Accident Angle Turning in Intersection On Roadwa Point 12 Power UNt No None 51 0 0 03C043751 10/W003 2 Select 11 7.196 Car GoingStraight Atictinclipig N Property Ding Report Angle Turning In Intersection On Roadway Point 7 Power Unit None None 50 None Snow Snow Daum or Duak 10 0 Sunday 07 03C051455 12282003 1 Select 7.196 Car Starling in Traffic Ascending W Property Dmg Report Angle Turning In intersection Point B Power Unit None None 50 0 0 03C051485 12282003 2 Select 12 7.108 Car Going Straight Asotincling N B Injury Accident Angle Tuming In Intersection On Roadway Point 12 Power Unit Inattention Dier road Signal 51 None Clear Dry Day 0 2 Fri 15 04C0616D3 2/132004 1 Select 7,196 Car Turning Left Ascending W B Injury Accident Angle Turning In Intersection Point 9 Power Unit TNone None 51 0 0 04GO61603 2J132004 2 Select 13 7.198 Picku en/PeneVSUV Changing Lanes Ascending N Property Dung Report Side SVApa Same Non unction Point 7 Power Unit Imp rLane Change None BO Nona Clear Dry Day 0 0 Sunday 12 04C063915 3212W4 1 Select 7,195 Picku an/Pa oUSUV GoingStraight Ascend N Pro D Report Side SW Same Non nction On RoadwayPoint I Power Unit None None 50 0 0 U4C063915 3212004 2 Select 14 7.188 Car Going Straight Descending S Pro Ding Report An In intersection On Roadway Point l2 Power Unit None None 51 None Cloudy D Da 0 0 Wednesda 17 04COT7244 8/252004 1 Select 7.196 Picku an/PamUSW Going Straight Descending E Property Ding Report Angle In Intersection Point 8 Power Unit Inattention None 51 0 0 04CA77244 8252004 2 Select 15 7,196 PickupiVantPaneVSUV Going Straight Ascending N Property Ding Report LurnintarejUghtSu Intersection Related Right Shoulder Point B Power Unit None OR Roadway Overcorrected 00 Nona F09 Wet D 0 0 Sunday06 04C083349 11/72004 1 Select 18 7.198 Picku en/PeneVSUV Going Straight Descending S Cln'u Accident Rear -End Tumin Intersection Related On Roa PointlPowerUnit Aela or Dr Alcohol lm red 50 Nona Clear DedL No StrestU is 0 1 Mont 00 OSC714917 9282005 1 Select 7.186 Picku anlPaneVSUV Tumi Right Descending S Cin Accident Rear -End Tornio Intersection Related Point 7 Power Unit None None 50 0 0 0SC114917 9262005 2 Mated 17 7.198 Car Gdn Strel t Dacendin N Alnu Accident An In intersection On Roa Point 12 Paver Unit Inatentlon Nona 51 None Cloudy D D 0 1 Wednesday16 OBC125743 1111200E 1 Select 7A96 Car Going Straight Deacendn W A Injury Accident An In Intersection Point 11 Power Unit None None 51 0 0 O6C128743 1/112008 2 Se Oct 7,196 PfckupNan/PaneVSW Stoppedin Traffic Deacendin S Alnu Accident Angle Intersection Related Point ll Power unit None Nana 51 0 0 O6C128743 1/112006 3 Salad 19 7.196 Picku arVPaneVSUV Going Straight DescendingE Fatal Accident An In Intersection On Roa POIM9Piner Unit qe WbOn In On Vehicle ladention 50 None Clear D D 1 0 Tuada 14 O6C128167 1/312006 1 Select 7.198 Truck 3Axle Going Straight Descending S Fatal Accident An In Intersection Paint 12 Power LINK None Nona 50 0 0 OBC128167 1731200E 2 Select 19 7.196 Trader 1 Trailer Going Straight DescendingN C Injury Accident Angle Turning In Intersection On RoadwayPoint 1 Power Unit S ad Too Fast For Conditions None 50 None Clear D D 0 1 Thursday11 08C742381 7202008 1 Salad 7.198 Plcku an/Panai/SUV Turning Left DescendingW Clnu Accident An Tuml In Intersection Point B Power Unit Nane None 50 0 0 OGC142381 MW006 2 Select 20 7.198 Motorcycle Going Straight DescendingS Alnu Accident Rear End Intersection Relatetl On Roa Point 12 Power Unit Follows Too Close None 50 None Clear D D 0 1 Tuai 17 OBC141951 7/18/2008 1 Select 7,198 Picku an/PamVSUV Stopped In Traffic Descending S A Injury Accident Rear End Intersection Related Point7Power Unit None None 50 0 111 OBC741951 7/182006 2 Select 21 7.205 Car Slowing In Traffic Descending S B Injury Accident Rear End Intersection Related On Roadway Point a Power Unit None None 50 Nona Clear Dry Day Slmda 16 020280010 2732002 1 Select 7.205 Gdn Strai Deecenoin S Blnu Accident Rear End Intersection Related Point l2 Power Unit Follow) Too Close None 50 020290010 2/32002 2 Select 22 7215 Car Gdn Strati t Ascend N Pr Dm Re rt Rear End Intersection Related On Roa Paint l2 Power UNt S ed Too Fest For Conditions Inattention 51 None F Wet D Satur 09 05C093439 1292ODS 1 Select 7.215 Car Gdn Stral t Ascendin NProDRe rtRearEdIntesectian Related PdMB Power Unit None Nona 51 OSC083439 1282005 2 Seied 23 72M Picku an/Paosl/SW Gdn Strati t Deacendn S Clnu Accdent Rear End Intersection Related On Roa PdM 12 Pourer Unit Alcohol lm red Inattention 51 None Ckar D D M02 Thu 16 OSC150052 1N162008 1 Seied it 7224 Plcku an/PaosVSW Sto In Traffic Daeendi S Cinu Accdent Rear End Intersection Related PdM a Power Unit None None 51 08C150052 10262008 2 Select 24 7.262 Car Gdn Stral t Dacendin S Pro D Re rt RearEnd Intersatlon Related On Roadvve PdM 12 Power Unit None Fo0orm Too Close 50 None Rain lad D Mon 18 0icow3807.262 Car Slowing In Tramc Descending S Pro D Re rt RearEnd intersection Related Point6 Power Unit Nona None 50 04C080380 2/1620.. 2 Saiect w � O p Z u b Z �r Z C u C u zr 2 U O p t m t O< V V O m O m p< O a Q V zw K c t01 0 Z w o 0 ; C U 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O 1 0 •.1 •.i ro I 'O 3* ro ❑ O ro H C H +-1 H Im a H a V) C C m 0 N d U a ro 'O ro -.i I ro O H N # H + U a O + V) cG i. 1 U 4Y. �.. a 1 > W C7 H K� H H p a a F a R: a $.,' k• 1 to q,' a w 1 U > [4 G1 L 0 1 m u u u u u L L u A] u u u u u u I Appendix - 0 Background "Mitigat 1 , > > > > > > q q 4 O c C M rl N ,--I a v) I O 1 0) 1 x 1 ro •.-1 O Ol N N LO U M r M O O a i Y I ro } a + + + + m H r 1 o o rn I i U 0) W O W v l0 o N a tO 1 0 b 1 O O O O O O p -14 \ O O N M m d 1 M O N I - I ONl o 3 I Cu O) N~ ❑> a a W M E I m IO �--1 N F �H s❑ x w ❑ I N C N I o rl I o •.1 ro l es m O r O .--1 �p •iy • �o i s •� i o > U r o r M o v v O I H 1) I a 0) a) c D. ~ I U I v l W H O ry y N N m M m U ..., m l C GoI 0) ❑> a r O CD [D R1 a O I F H C I m m N I . l+ -.i 1 .i W m s U I 0] C 1) I ro 0 U [.i ❑ !Q F( U M N I N U C N I I U 1 ro b O C O-" ro .4 I •O N oOJ , 1 a � I FG W I )-�-I 'O O H •O G% O m ,y 3 E I 0) W I a 1w ro .-1 N N o £ I r n H E T H Go P4 ro N O r I O sue.+ I w N N O a H O I .-Oj O C I U H 0) Y H 1) N W 41 O I 41 S r 7 U C U Ix YI O O O O ti ro t a rz L4 P4 i to I fd 1 M I C N N N N o WO ' a o m y 'O •U •U •O T N I w j r } I H I U H H $4 H H .i -H % W 1 N .-I N M a IO l0 W ly 1 a1 y) H 1 FC-I qk xk a yk a a H t 1 1 7 I O I 0 I x 1 bl I I aroI m N I 6 I [a7 N U I I n-1 p p too I I N o ru I O I z O a 1 m M Y I O O I En ] ✓ p O 40 W U N O C I O H • I H 'O 1 io •O W , a -.I •a 1 O I H w 1 1) m W ,-� O I I 0) -H I H C Z I a I U F m l C 0') l a O I H H C I a O yl O I N O 1 0 CD ' N I .w+i I -H 1 V) C 11 I H �.. U O N IO I Jpl U •O I C H r0nj ❑ C I d N L)) I o• U i N N R N O C I of V U I 07 I --I ", C -'I U N 0) I O1 -H -.I 1 E i NW l NN W W •-i 30 0) I w z ro 1 c =3 .!3 .y .-I c c ❑ tOa O) \� 1 C .0 E 1 ro ro ro ro W W W 4-4O r 7 .0 1 W W W O O a A O a O m i I O C N Ol 1 m 7 1 I JJ O I W H I U C 1 1 .X U I El) 1 al I C -.pi O 11 .. d' •U „) I •.� C C O C ro m d 0 r aUJ H m $4 N - +7 C 0)m N�41 H 44E11aa41 C rmOH EN� w0 0 W ro o o h p U H N W a OM C O m In Out I a1M I I 00101 %M I x X. Mr r X0 I x x X x X# f H x x x + N HHOm.-I .--I I I tmi `nLnxoi xx axxx + I I O I X 1 x X I I Om' -I O.-i I u)O �N ❑r ❑+ In * mI m.-i-• '-IN•-+OOH I F I U H I N Nm0 1 X k+ allor W * * ; tOv i N O I x x N N # fm-I m I ODO N I + + + Y N 1 I Y O I •j I .-IN.--iowr ommOm 1 u)ul I W i x xf * E x x x f + p W N 11n I I N N N O C� N N I I I rM I `1 r '-'o i x x a x x x + o f I 1.1 f + >+ T I Y+. * N f I •y-"00000mm Oln I CTM 1 �� XN I X 'X+ Ol Ol X O I x k X X E X X k # o ro l ro+ + N# m 1 I a I o I °' `�! O °'. 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L a o y U O LL+ N 1 ro\ 1) N Id H q 'A + ti+oao+ m as l I o �-.aj N I O N H C C C oN) S I N N U a �i I a -1N 1 Nnw •.Cj 1 N N •p ro UIL'«F.. a l •J a7 U' H �iHF-I 'J 4L It a.ad,m W f F Q° I [nma'aw I Uj V C7>O.'o z �]xi U m a 11 L 1� L L L" u L L Li L al Appendix K Year 2013 Total Traffic Level -of - Service Worksheets (Access Scenario #1) ow I > > > > > w •i i i b1 A A A\ A A A o N I I co N r r to 01 N I P I x •.Gi '^ r ON1 M o N M M O U m O t t + t .•I t N t 1 W I I a NN 1 j > U of m O O O O CD O G1 41 \ 0 0 o z I M U1 1 [w .-I � N m 1`•1 01 M O to r� I a, 'O 3 1 > f /1 1 H -� I 41 s .•-1 .-I F In 1 U s i U [z k. 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Opposing flow ratio Yo = opposing volume vo / opposing set. flow rate sop There Is a probability equal to the comidence level desired (e.g. 95%) that the queue formed during each red interval will be less than Unblocked G/C (guVC) = (g/C - Yo)/(1-Yo) or equal to the maximum queue. (Prob. of arrivals= N) = (Red ImervalyIN' exp(-N) / N! (the Poisson distribution) (Prob. of arrivals — N) = 1 - Sum of probabilities for vehicles 0, 1..... N-1 Max N- Highest N such that the sum of probabilues > (1 - confidence level) SIGNALIZED QUEUE ANALYSIS Project Name: KITTELSON & ASSOCIATES, INC. Project Number: WIS.- 610 SW Alder, Suite 700 Analyst:W-�Mmf Portland, Oregon 97205 Date: 8/27/2008 (503)228-5230 Filename: 1-1:lprojfile\9233 - South Meridian Retail Cenler\exceNQueuing@013 TotaNAm' r Fax: (503) 273-8169 Intersection: FI - Conditions (yr, alt, etc.): GENERAL INPUT PARAMETERS: Cycle Length: sec Confidence Level (C.L.): Storage length/vehicle: „ . feet APPROACH/MOVEMENT #1 #2 #3 #4 #5 #6 #7 #8 INPUT PARAMETERS: Volume (pre-PHF) (vph):�� G/C for movement: a g x Number of lanes: CALCULATIONS: Length of red interval (sec): 111.8 110.5 110.5 Average total queue (veh): 7.7 15.5 3.1 Maximum total queue (veh): 13 22 6 Total queue length (feet): 325 550 150 Required storage/lane (feet): 325 276 150 PERMITTED LEFT TURNS: Opposing volume (pre-PHF): pm: Opposing sat. flow rate: LAW CALCULATIONS: Opposing flow ratio (Yo): Unblocked G/C: Effective red interval (sec): Average total queue (veh): Maximum total queue (veh): Total queue length (feet): Required storage/lane (feet): METHODOLOGY AND FORMULAS USED: Length of red imerval = (1 - G/C)' Cycle length Average queue/Iane = Volume' Red Interval / 3600 Maximum queue: Random arr'wal/Constant service Random arrivals behave according to a Poisson distribution. There is a probability squat to the confidence level desired (e.g. 95%) that the queue formed during each red Interval will be less than or equal to the maximum queue. (Prob. of arrivals= N) = (Red Intervah N' exp(-N) / NI (the Poisson distribution) (Prob. of arrivals — N) = 1 - Sum of probabilities for vehicles 0, 1, ..., N-1 Max N: Highest N such that the sum of probabilities > (i - confidence level) Queue length = Maximum queue' Storage length per vehicle Required storage per lane = Queue length / Number of lanes, rounded up to the next highest whole vehicle Opposing llow ratio Yo = opposing volume vo / opposing eat. flow rate sop Unblocked G/C (gu/C) = (g/C - Yo)/(1-Yo) SIGNALIZED QUEUE ANALYSIS Project Name:.` KITTELSON & ASSOCIATES, INC. Project Number: 610 SW Alder, Suite 700 Analyst: ti : Portland, Oregon 97205 Date: 8/27/2008 - �, (503) 228-5230 Filename: H:\proitile\9233- South Meridian Retail Cenler\excef\Oueuing\2013 Tofal MdU .`. - Fax: (503) 273-8169 Intersection: A Oat Ili € Conditions (yr, alt., etc.): GENERAL INPUT PARAMETERS: Cycle Length: sec Confidence Level (C.L.): Storage length/vehicle: 'feet APPROACH/MOVEMENT #1 #2 #3 #4 #5 #6 #7 #8 v, INPUT PARAMETERS: Volume (pre-PHF) (vph): G/C for movement: INES Number of lanes:(, a `. CALCULATIONS: Length of red interval (sec): 119.6 72.8 109.2 62.4 49.4 118.3 114.4 105.3 Average total queue (veh): 3.8 16.6 4.5 27.2 3.3 8.2 5.9 2.4 Maximum total queue (veh): 7 24 8 36 7 13 10 5 Total queue length (feet): 175 600 200 900 175 325 250 125 Required storage/lane (feet): 176 300 200 460 176 176 250 125 PERMITTED LEFT TURNS: Opposing volume (pre-PHF): , �, ��." s ry^ Opposing sat. flow rate: 6, CALCULATIONS: Opposing flow ratio (Yo): Unblocked G/C: Effective red interval (sec): Average total queue (veh): Maximum total queue (veh): Total queue length (feet): Required storage/lane (feet): METHODOLOGY AND FORMULAS USED: Length of red interval = (1 - G/C)' Cycle length Oueue length = Maximum queue Storage length per vehicle Average queue/lane = Volume' Red Interval / 3600 Required storage per lane = Queue length / Number of lanes, rounded up to the next highest whole vehicle Maximum queue: Random arrival/Constant service Random arrivals behave according to a Passon distribution. Opposing flaw ratio Yo = opposing volume vo / opposing sat. flow rate sop There is a probability equal to the confidence level desired (e.g. 95%) that the queue formed during each red interval will be less man Unblocked G/C (gu C) = (g/C - Yoy(1-Yo) or equal to the maximum queue. (Pmb. of arrivals= N)= (Red Interval)W' exp(-N) / Ni (the Passau distribution) (Prob. of arrivals — N) =1 - Sum of probabilities for vehicles 0, 1, ..., N-1 Max N: Highest N such met the sum of probabilities > (1 - confidence level) SIGNALIZED QUEUE ANALYSIS Project Name: (� KITTELSON & ASSOCIATES, INC. Project Number: i� 610 SW Alder, Suite 700 Analyst: 1`"`t _ Portland, Oregon 97205 Date: 8/27/2008 (503) 228-5230 Filename: H:\pmjfile\9233 - South Meridian Retail Center\excerQueuing12013 Total Mff\j Fax: (503) 273-8169 Intersection: 3 Conditions (yr, alt., etc.): w, , GENERAL INPUT PARAMETERS: Cycle Length: sec Confidence Level (C.L.): Storage length/vehicle: -feet APPROACH/MOVEMENT #1 #2 #3 #4 #5 #6 #7 #8 INPUT PARAMETERS: Volume (pre-PHF) (vph): i>".--k n,.z"k ' fG/C for movement: r W rxNumber Ki of lanes: - s CALCULATIONS: Length of red interval (sec): 109.2 105.3 105.3 Average total queue (veh): 7.5 14.8 3.0 Maximum total queue (veh): 12 21 6 Total queue length (feet): 300 525 150 Required storage/lane (feet): 300 275 150 PERMITTED LEFT TURNS: Opposing volume (pre-PHF): FIR Opposing sat. flow rate:• CALCULATIONS: Opposing flow ratio (Yo): Unblocked G/C: Effective red interval (sec): Average total queue (veh): Maximum total queue (veh): Total queue length (feet): Required storage/lane (feet): METHODOLOGY AND FORMULAS USED Length of red interval = (1 - G/C)' Cycle length Average queue/lane = Volume' Red Interval / 3600 Maximum queue: Random armml/Constant service Random arrivals behave according to a Poisson distribution. There is a probability equal to the confidence level desired (e.g. 95%) that the queue formed during each red interval will be less than or equal to the maximum queue. (Pmb. of arrivals= N) = (Red Interval)AN' exp(.N) / N! (the Poisson distribution) (Prob. of arrivals — N) = 1 - Sum of probabilities for vehicles 0, 1, ..., N-1 Max N: Highest N such that the sum of probabilities > (1 - confidence level) Queue length = Maximum queue' Storage length per vehicle Required storage per lane = Queue length / Number of lanes, founded up to the next highest whole vehicle Opposing flow ratio Yo = opposing volume vo / opposing sat. flow rate sop Unblocked G/C (gu/C) _ (9/C - Yo)/(14o) SIGNALIZED QUEUE ANALYSIS Project Name:, KITTELSON & ASSOCIATES, INC. Project Number: 610 SW Alder, Suite 700 Analyst: Portland, Oregon 97205 Date: 8/27/2008 Ksl (503) 228-5230 Filename: Haprolfile\9233 - South Mendian Retail Center\exceNOueuing\2013 Total MillFax: (503) 273-8169 Intersection: Conditions (yr, alt., etc.): �, i' GENERAL INPUT PARAMETERS: Cycle Length: sec Confidence Level (C.L.): Storage ten th/vehicle: _ .__ feet APPROACH/MOVEMENT #1 #2 #3 #4 #5 #6 #7 #8 INPUT PARAMETERS: Volume (pre-PHF) (vph): N '� �£k l w ` r- G/C for movement: ^�i 3 '? 3 t Number of lanes: ofl I-- CALCULATIONS: Length of red interval (sec): 116.4 39.6 39.6 96.0 109.2 Average total queue (veh): 1.3 10.3 20.9 5.8 1.0 Maximum total queue (veh): 3 16 29 10 3 Total queue length (feet): 75 400 725 250 75 Required storage/lane (feet): 75 200 376 260 75 PERMITTED LEFT TURNS: Opposing volume (pre-PHF): f,8 : Opposing sat. flow rate: CALCULATIONS: Opposing flow ratio (Yo): 0.01 Unblocked G/C: 0.19 Effective red interval (sec): 97.0 Average total queue (veh): 5.8 Maximum total queue (veh): 10 Total queue length (feet): 250 Required storage/lane (feet): 250 METHODOLOGY AND FORMULAS USED Length of red interval = (1 - G/C)' Cycle length Average queue/lane = Volume' Red Interval / 3600 Maximum queue: Random anwal/Constant service Random arrivals behave according to a Poisson distribution. There is a probability equal to the confidence level desired (e.g. 95 %) that the queue formed during each red Interval will be less than or equal to the maximum queue. (Prob. of arrivals = N) = (Red Interval)IN' exp(-N) / N! (the Poisson distribution) (Prob. of arrivals — N) = 1 - Sum of probablithes for vehicles 0, 1, ..., N-1 Max N: Highest N such that the sum of probabilities, (1 - confidence levee Queue length = Maximum queue' Storage length per vehicle Required storage per lane = Queue length / Number of lanes, rounded up to the next highest whole vehicle Opposing flow, ratio Yo = opposing volume vo / opposing sat. flow rate sop Unblocked G/C (gWC) = (g/C - Yo)/(l-Yo) B I I 11 u u u L u u u u Appendix ailYear 2030 Link Level Planning Analysis COMPASS Volumes I I I I i I I I I I i I u u u u u Li u L u L u u u Appendix R 95th Percentile Queuing Worksheets for Site Access Points #7-#14 w 8 ti b U b V 3 Z v e w i Y } v C E = Y U h " Y � Y o w 4-N Y L d Ol U O 3 O L _ a w u° n n u n n > U (7r 1q c U U d N M N N N U U N h � V1 VI of N CY Ol c M M N O� I u I 11 I i t F-i L I L u u L L U I u L L u u u I Appendix Left -Turn Lane Warrant Analyses All left -turn lane warrants are based on the National Cooperative Highway Research Program (NCHRP) Report 457 "Evaluating Intersection Improvements: An Engineering Study Guide" Harris Access #1 2-lane roadway (English) IKICI IT Variable Value 85' ercentile s eed, m h: �-,, Percent of lett-tums in advancing volume (VA), „- dvancing volume (VA), veh/h: pposing volume (Vn), veh/h: 86 Variable Value Limiting advancing volume (VA), veh/h: 426 Guidance for determining the deed fora major -road left-tum bay: Left -turn treatment NOT warranted. ('.Al IRRATIMI PnMCTA nrre Variable Average time for making left -turn, s 11a,lue Critical headway, s: Average time for left -turn vehicle to clear the advancing lane, s: 'I ^ %+ Harris Access #2 2-lane roadway (English) INPUT Variable Value BSt" ercentile s eed m h: -..,. Percent of left-tums in advancing volume (VA), %: `�448% Advancing volume (Vp), veh/h: pposing volume (Vo), veh/h: OUTPUT Variable Value Limiting advancing volume (VA), veh/h: 411 Guidance for determining the need for a major -road left-tum bay: Left -turn treatment NOT warranted. CALIBRATION CONSTANTS Variable Value Average time for making left-tum, s: Cntical headway, s:.� w Average time for left -turn vehicle to clear the advancing lanes g F-..... _.. _. _- 300-- --- - - - --- --------------- c200 Lemtum-------- p treatmern not O. 100 - - - - - CL O 0. 0 100 200 300 400 500 600 700 Advancing Volume (VA), veh/h L 800 > 700treatment- ' ware tad. m 500-------- ------------------ 400- ----- - -- > 300 e - - 200 ca 100 a O 0 0 100 200 300 400 500 600 700 Advancing Volume (VA), veh/h Amity Access #2 2-lane roadway (English) INPUT Variable Value 85"' ercentile s eed m h: "50 Percent of left -turns in advancing volume (VA), %: 17% . Advancing volume (VA), veh/h: Opposing volume(Vo), veh/h: 884 OUTPUT Variable Value Limiting advancing volume (VA), veh/h: 156 Guidance for determining the need for a major -road left-tum bay: Left -turn treatment warranted. CALIBRATION CONSTANTS Variable Value lAveraQe time for making left-tum, s: -" 't0'- Critical headway, s jM 5.0 Avera time for left-tum vehicle to clear the advancing lane, s: 19 Amity Access #3 24ane roadway (English) INPUT Variable Value 85`° ercentile s eed, m h: 0 Percent of left -turns in advancing volume (VA), %: re Advancing volume (VA), veh/h: Opposing volume (Vo), veh/h: VVIrUI Variable I Value Limiting advancing volume (VA), veh/h: 1 175 Guidance for determining the need for a major -road left-tum bay: Left -turn treatment warranted. V/1LIDr'1M r iv,� � Variable Value Average time for makin left-tum, s `a - Critical headway, s: 5.01 "- Average time for left-tum vehicle to clear the advancing lane, s: Meridian Access #3 4-lane roadway INPUT Variable value Left -fuming volume NO, vefvh: 135 Advancing volume (VA), veh/h: 1112 Opposing volume (Vo). vewn: OUTPUT Variable Messa e Opposin volume (Vol check: O.K. Combined volume (VA and Vol check: I O.K. Guidance for determining the need for a major -road left-tum ba : Left-tum treatment wa...... . 800 > 700 600 e 500 400 j 300 c 200 100 fl 0 Left -turn treatment - - - - - - - - - - - - - warranted- - - -------- ------------------ lek9tun_------- -- - - - - — - - - - - - - - treatment not O o too zoo 300 400 soo soo 700 Advancing Volume (VA), veh/h 800 > 700 600 e 500 400 > 300 C 200 g100 a 0 ------- ._. ... _. ... wamemetl ----- ---------------- Lefuum__ ------- ------ treetmam nol--_-----_. -- -------- O 0 100 200 300 400 500 600 7110 Advancing Volume (VA), veh/h t 2000 1500 m 2 1000 c 500 a 0 F r-L Und tlad Rued Lett -turn trmtman Lett -turn treatment .......... not warrentetl. O 0 5 10 15 20 25 30 Left -Turning Volume NO, vehlh Note: when vo <400-Nh (dashed line). a left -rum lane is not normally CALIBRATION CONSTANTS mnanted unless the advancing -lame (vA) in the same direction as the Variable Vaue left-tumingtramce-seds400VeNh(VA >400vervh). Avera a time for makin left -hum, s 4.0 Critical headway, s -6 r..r I A L u Appendix Right -Turn Lane Warrant • Right -Turn Lane Warrant Analyses All right -turn lane warrants are based on the National Cooperative Highway Research Program (NCHRP) Report 457 "Evaluating Intersection Improvements: An Engineering Study Guide" Harris Access #1 INPUT ght-tum geometry 24— roadway Variable Value d speetl, mph:d volume (onevolume, veh/h: , OUTPUT Variable _ Value Limiting nght-tum volume, veh/h: ######### Guidance for determining the need for a major -road right -turn bay for a 2-1ane roatlwa : Do NOT add right-tum bay. Harris Access #2 INPUT Roadway geometry: 2-1ane roadway Variable Value Eajor-roa� speed, mph: �u r-road -tum volume, veNh: -- OUTPUT Variable - Value LIE' 'in n ht-tum volume, veh/h: #####7t### Guidance for determining the need for a major -road ri ht-tum bay fora 24ane roadway: Do NOT add right-tum bay. Amity Access #1 INPUT Roadway geometry. 24am mME Variable Major -road speed, mph:Major-road volume (one direction), veh/h OUTPUT Variable Value Limiting right-tum volume, veNh: 12 Guidance for determining the need for a major -road right -turn ba fora 2-lane roadwa : Add righMum bay. 140 m 120 - - - Add right_ tum bey -- -- -- ------ ai too j 80 -------- - - - - ----------------( 0 60 H I 40 ____________J r i 0 200 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h 140 120 - - - -Add rigor - Ium bay 4 t00 ---- -------- i ------------s 80 --------- - --- -= 60 E-------- - - - - -- �_ 40 -- -- ----- --- -- - - -- ' t 20 ________________ ----- --- - - ' 0 200 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h 140_.-.,._..._.-__..-___,--� 120 _ — Add fight - tum bay i Etoo ----------------- - - - - -- -I 7 80--------- - - - - -- o-------------j E60------- - - - - -- 1-- ----- 40 _ --- -----r r 20 - - � 0 i 200 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h Amity Access #2 INPUT Roadway geometry: 2-1ane roadway Variable Value Major -road speed, mph: `50 Major -road volume (one direction), veh/h: B+ Ri ht-turn volume, venin 66 OUTPUT Variable Value Limiting dght-turn volume, veh/h: 12 Guidance for determining the need for amajor-roatl ri ht-tum bay for a 2-lane roadway: Add right -turn bay. Amity Access #3 INPUT Roadway geometry. j 2-1ane roadway J Vanable Value Major -road speed, mph:0 ` Mor-road volume (one direction), veh/h: * ' Ri ht-turn volume, veh/h: - - OUTPUT Variable Value Limiting ri ht-tuoume, veh/h: 12 Guidancefor determining the need fora major -road right -turn ba for a 2-lane roadwa : Add right -turn bay. Meridian Access #1 INPUT Roadway geometry: 2-no roadway Vanable I Value Major -road speed, mph: 55 Major -road volume (one direction), veh/h: 1 W Right -turn volume. veh/h: 66--`-'" OUTPUT Variable Value Limitingright- , veh/h: 5 Guidance fothe need for a major -road ri ht-turn bene roadwa Add right -turn bay. Meridian Access #2 INPUT....___._®....__._.._-........... Roadway geometry: 2-lane roadway Variable Value Major -roads ed, m h: 55 Major -road volume (one direction), veh/h: 1959 Riqht-turn volume. veh/h: 111 OUTPUT Variable IValue Limitin dght-turn volume, veh/h: 5 Guidance for determining the need for a major -road n ht-tum bay for a 2-lane roadwa Add right -turn bay. 140 0 120 E 100 80 E so 1�- 40 0 20 a o ----------------------------- ------------------------------- 200 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h 140 m 120 E 100 80 0 > 60 E I'— 40 20 IZ 0 ----------------------------- ---------------------------- --------------------------- 200 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h IE 140 m 120 E 100 0 80 0 60 E 40 20 � 0 ----------------------------- 1 ------ -------- - ------ 200 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h 1ay 20 L7- - - - - E100--- - - - --- --7 eo ----------- ____ __________ E H 40 t 20 - ---- a � 0 200 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h 11" Meridian Access #3 INPUT — Roadway geometry z-1a, roadway Variable Value Major -road speed, mph: 55 Major -road volume (one direction), vet✓h: 1.917 Ri ht-turn volume, veh/h k05 OUTPUT Variable Value Limiting right-tum vdume, veh/h: 6 Guidance for determining the need fora major -road right- um bay for 2-lane roadwa y. Add right-tum bay, r 140 120-d nght - tum bey E 100LL ------------80-----40------ 20S 0 200 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h