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203010-274 Technical Memorandum TO: Cathy Ward, City of Star FROM: Stephen Lewis, P.E., PTOE; Keller Associates Alex Grover, P.E.; PTOE Keller Associates DATE: March 22, 2019 REVISED April 30, 2019 SUBJECT: 2019 Star Comprehensive Plan — Traffic Analysis BACKGROUND This memo presents the traffic analysis methodology used for the 2019 Star Comprehensive Plan. The following items are discussed: Data Collection Existing 2019 Traffic Volumes Future 2040 Traffic Volumes – COMPASS Demographics Future 2040 Traffic Volumes – Revised Demographics Level of Service Definitions Level of Service Analysis Proposed Solutions DATA COLLECTION Traffic data and sources include: Community Planning Association of Southwest Idaho (COMPASS) o 2018 Cube travel demand forecasting model (existing roadway network) o 2040 Cube travel demand forecasting model (CIM 2040 2.0 roadway network) o 2040 Functional Classifications Idaho Transportation Department (ITD) o 2017 Annual Average Daily Traffic (AADT) o 2018 24-hour Turning Movement Counts at SH-44 Intersections o Automatic Traffic Recorders (ATRs) #157, 159, 163, 272, and 274 Ada County Highway District (ACHD) o 24-hour tube counts, performed on various days in 2016 and 2018 Canyon Highway District #4 (CHD4) o 24-hour tube counts, performed on various days in 2017 and 2018 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C 4/30/2019 ---PAGE BREAK--- 2019 Star Comprehensive Plan – Traffic Analysis Revised April 30, 2019 Page 2 of 7 L2 Data Collection o 24-hour tube counts, performed on Thursday, January 24, 2019 EXISTING 2019 TRAFFIC VOLUMES Keller Associates established 2019 Annual Average Daily Traffic (AADT) and Peak Hour volumes on Collector, Arterial, and Expressway segments within the planning area boundary, 62 segments in total. A map of existing street classifications within the Star planning area is attached to this memo. Several steps were required to convert raw traffic counts from various years, dates, and sources into 2019 AADT and Peak Hour volumes: Seasonal and day-of-week adjustment factors were developed using historical traffic volume data from ITD Automatic Traffic Recorders (ATRs) near the study area, listed below. o ATR #157, on SH-44 east of SH-16 o ATR #159, on US-20/26 west of SH-16 o ATR #163, on SH-16 between SH-44 and US-20/26 o ATR #272, on Star Road between SH-44 and US-20/26 o ATR #274, on SH-16 near Firebird Raceway Adjustment factors used for each segment are shown in the attached Existing Traffic Volumes Table and the attached Adjustment Factors Summary and spreadsheet. Adjustment factors were not applied to traffic volumes reported as Average Annual Daily Traffic (AADT), as it was assumed they had already been adjusted to an average day of the year. Also attached is a street map indicating the location of the 62 street segments. Where unavailable from counts, peak hour volumes were assumed 10 percent of AADT (i.e. K-factor of 0.10). Pre-2019 volumes and counts were projected forward to Year 2019 using growth increments calculated from COMPASS’s 2018 and 2040 travel demand models1. FUTURE 2040 TRAFFIC VOLUMES – COMPASS DEMOGRAPHICS After establishing 2019 AADT volumes, Keller Associates projected 2040 AADT on the study segments using growth increments calculated from COMPASS’s 2018 and 2040 travel demand models1. The COMPASS 2040 model uses officially adopted, regional demographic projections and a roadway network that includes currently-programmed road improvement projects. The COMPASS travel demand models (and forecasting models in general) do not match ground counts very well, but they generate good estimates of changes in traffic volume in response to changes in land use or road network assumptions. For this reason, Keller Associates did not use the “raw” COMPASS model data, but rather used the model’s volume increment2 increase and added those to existing traffic counts to develop the Adjusted COMPASS Projections. 1 Some Collectors in the study area are not included in the COMPASS models. Volumes on these segments were projected using model growth rates and increments from nearby segments with similar characteristics. 2 Using a volume increment (number of vehicles) increase is preferred over using percentage growth. The growth factor method can generate large and unrealistic results when either the traffic count or base year model volume is very low. The factor method also does not guarantee continuity of flow from one link to the next. DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- 2019 Star Comprehensive Plan – Traffic Analysis Revised April 30, 2019 Page 3 of 7 However, there are four street segments of the 62 studied where the COMPASS model shows very little (or negative) growth from 2018 to 2040. These are not realistic. The reasons for these discrepancies are either that a modeled road does not connect through the foothills (projects not currently programmed), or roads that are at the edge of the modeled area. In the case of these four segments, Keller Associates made manual adjustments to the 2040 model output, based on model growth from nearby, similar facilities. The 2040 Adjusted COMPASS Projections for each of the 62 street segments are shown graphically on the attached map and also in the attached Traffic & LOS Summary Table. FUTURE 2040 TRAFFIC VOLUMES – REVISED DEMOGRAPHICS In order to estimate changes in future traffic volumes that may occur due to the new Proposed Land Use Map, several steps were needed. The proposed land uses were converted to equivalent demographics, and then compared to demographics currently in COMPASS travel demand forecasting models. The differences between the two sets of data were then used to estimate changes in 2040 traffic projections. Using the Proposed Land Use Map prepared for the 2019 Comprehensive Plan, Keller Associates calculated total area by land use type at build-out. These areas were then used by Land Consultants, Inc. to estimate the maximum number of dwelling units and square feet of non-commercial uses; projections for Year 2040 assume an average population increase of approximately 7 percent per year from existing conditions. A summary of the development assumptions from the Proposed Land Use Map is shown in Table 1. Table 1: Proposed Land Use Map Development Assumptions Land Use Quantity Area Build-out Year 2040 Single Family Residential 54,200 units 13,000 units (24%) Multi-Family Residential 21,000 units 5,000 units (24%) Commercial 27,675,000 square feet 2,200,000 square feet Office 5,500,000 square feet 440,000 square feet Light Industrial 1,700,000 square feet 140,000 square feet Civic Uses 1,000,000 square feet 80,000 square feet To convert land use area to demographics, Keller Associates used the following assumptions: Agricultural – 0.20 dwelling units per acre Rural Residential – 0.33 dwelling units per acre Neighborhood Residential – 3 dwelling units per acre Compact Residential – 8 dwelling units per acre High Density Residential – 16 dwelling units per acre Commercial and Mixed Use – 20% finished floor area, 2.37 employees per 1000 square feet Light Industrial – 20% finished floor area, 1.40 employees per 1000 square feet DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- 2019 Star Comprehensive Plan – Traffic Analysis Revised April 30, 2019 Page 4 of 7 It was assumed that Year 2040 development would occur in only part of the Star planning area, as described below. This is not assuming build out of this area but instead is the area anticipated for the majority of expansion projected within the Year 2040 threshold: South boundary – The toe of the bench, west of Can-Ada Road. The south boundary of the Star planning area, east of Can-Ada Road North boundary - ½ mile north of the Purple Sage section line East boundary – The east boundary of the Star planning area West boundary – The west boundary of the Star planning area Within this assumed area of 2040 development lie 62 COMPASS Traffic Analysis Zones (TAZs), 48 in whole, and 14 in part. For those TAZs only partially in Star’s planning area, Keller Associates estimated that percentage of land area and accompanying demographics (e.g. households and employment). A summary of the demographic comparison between COMPASS and the Proposed Land Use Map is presented in Table 2; detailed demographic attributes by TAZ are attached to this memo. Table 2: Comparison of Star Planning Area Demographics Demographic COMPASS Proposed Land Use Map Households – 2018 4,662 n/a Households – 2040 12,651 18,000 Employment – 2018 2,286 n/a Employment - 2040 6,239 6,453 As shown previously in Table 2, while the forecast employment in the area is similar, the proposed land use map assumes a greater number of households in 2040. Because much of the planning area is outside of Star’s existing Area of City Impact, it was not possible to modify the COMPASS travel demand model with revised demographics3. Therefore, a manual estimation of traffic volumes was performed. For roads internal to Star, it was assumed that traffic volumes would increase 42%, which is the same growth as the number of Star households over the COMPASS model. For external links (i.e. State Highways and principal arterials leaving Star), it was assumed that half of the traffic increment increase on the nearest Star cross street would be added to the external street. The 2040 traffic projections for each street segment are shown graphically on the attached map and also in the attached Traffic & LOS Summary Table. LEVEL-OF-SERVICE DEFINITION Level of service (LOS) is a qualitative measure of traffic congestion and delay, ranging from A to F. LOS A represents very low traffic volumes compared to the capacity of the roadway, while LOS E is 3 Approximately half of the planning area used in the Comprehensive Plan is outside Star’s current Area of City Impact (AOCI), and COMPASS policy does not allow their staff to perform special model runs for member agencies that modify elements outside their AOCI. DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- 2019 Star Comprehensive Plan – Traffic Analysis Revised April 30, 2019 Page 5 of 7 defined as the capacity of a roadway. LOS F represents traffic demand that exceeds capacity, causing a bottleneck in traffic flow and serious congestion. LOS D is generally acceptable during peak periods in urban areas. LEVEL-OF-SERVICE ANALYSIS Level of service for the study area segments was estimated using planning-level Peak Hour volume thresholds (see Table referenced from Section 7100 of ACHD’s Development Policy Manual. LOS results for existing and future conditions are shown graphically on the attached maps and also in the attached Traffic & LOS Summary Table. Assumptions used in the LOS analysis include the following: Existing Traffic Volumes & Level of Service Map o Existing roadway network o 2019 traffic volumes 2040 Traffic Volumes & Level of Service Map o Currently-programmed roadway network o Forecast 2040 traffic volumes with COMPASS demographics 2040 Traffic Volumes & Level of Service – Revised Demographics Map o Currently-programmed roadway network o Forecast 2040 traffic volumes with Proposed Land Use Map demographics PROPOSED SOLUTIONS Some roadways in the study area are expected to have an unacceptable LOS (E or worse) in 2040, even with currently-programmed roadway improvements network. Keller Associates identified improvement alternatives (see Table 4 and the attached Proposed Solutions map) to achieve acceptable LOS (D or better) with 2040 traffic volume projections using COMPASS demographics, and based on ACHD’s planning-level LOS thresholds. Intersection improvements such as new traffic signals or roundabouts were not investigated in this study. DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- 2019 Star Comprehensive Plan – Traffic Analysis Revised April 30, 2019 Page 6 of 7 Table 3: Level of Service Thresholds for Roadway Segments (Maximum Peak Hour Volumes in One Direction)4 Source: ACHD Development Policy Manual, Section 7100 4 Volume thresholds in Table 3 assume interrupted flow (i.e. stop signs or traffic signals at major intersections). Therefore, thresholds were doubled for free-flowing segments of SH-16 and SH-44. DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- 2019 Star Comprehensive Plan – Traffic Analysis Revised April 30, 2019 Page 7 of 7 Table 4: Proposed Solutions Roadway Segment Improvement Plummer Road Floating Feather Rd. to SH-44 Widen to 5 lanes; OR Widen to 3 lanes with the reduction in adjacent residential density, as shown on the 3/22/2019 (and later) Land Use Maps Star Road Floating Feather Rd. to SH-44 Widen to 5 lanes; and Upgrade to Minor Arterial functional classification (involves stricter access control); OR Widen Can-Ada Rd. to provide alternate, parallel north-south capacity SH-44 to US-20/26 Widen to 7 lanes (The SH-16 Extension or Kingsbury River crossing may reduce the need for this improvement) Can-Ada Road Floating Feather Rd. to SH-44 Widen to 5 lanes (alternative to widening Star Rd. from Floating Feather Rd to SH-44) Beacon Light Road Wing Rd. to Linder R. Widen to 5 lanes Floating Feather Road Plummer Rd. to Linder Rd. Widen to 5 lanes SH-44 I-84 to Star Rd. Widen to 4 or 5 lanes (SH-44 Corridor Study conclusion) Attachments: Street Classification Map (Page 8) Traffic Volume Locations (Page 9) Existing Traffic Volumes Table (Page 10) Adjustment Factors Summary (Pages 11-14) Traffic and LOS Summary Table (Page 15) Star Area TAZ Attribute Table (Page 16) Existing Traffic Volumes & Level of Service Map (Page 17) 2040 Traffic Volumes & Level of Service Map (Page 18) 2040 Traffic Volumes & Level of Service – Revised Demographics Map (Page 19) Proposed Solutions Map (Page 20) DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- McMILLAN ROAD US-20/26 (CHINDEN BLVD) JOPLIN ROAD HIGHWAY 44 CAN-ADA ROAD BLESSINGER ROAD KINGSBURY ROAD LANSING EMMETT HIGHWAY PLUMMER ROAD STAR ROAD FLOATING FEATHER FOOTHILLS ROAD GALLOWAY ROAD PURPLE SAGE ROAD EDNA LANE BLESSINGER ROAD CHAPARRAL ROAD BEACON LIGHT PALMER LANE NEW HOPE ROAD LEGEND J:\203010.274 Star Mapping\c_DESN\_CAD\PLANS\EXISTING STREET SYSTEM MAP.dwg Apr 23, 2019 - 12:34pm STREET CLASSIFICATION MAP T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 05 T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 0 5 CITY OF STAR EXPRESSWAY PRINCIPAL ARTERIAL COLLECTOR MINOR ARTERIAL PROPOSED PRINCIPAL ARTERIAL PROPOSED EXPRESSWAY PROPOSED MINOR ARTERIAL PROPOSED COLLECTOR COUNTY LINE STAR CITY LIMITS STAR AREA OF CITY IMPACT STAR PLANNING AREA 4/23/19 FIREBIRD RACEWAY POTENTIAL CONNECTION TO INTERSTATE 84 (GOODSON ROAD) PLANNED LIMITED ACCESS HIGHWAY TO INTERSTATE 84 (CONSTRUCTION UNFUNDED) FRANKLIN ROAD CONNECTION TO INTERSTATE 84 POTENTIAL RIVER CROSSING POTENTIAL PURPLE SAGE/ BEACON LIGHT CONNECTION IN THIS APPROXIMATE CORRIDOR, RECOMMENDED FOR FURTHER STUDY NOTE: PROPOSED ROAD ALIGNMENTS ARE ONLY APPROXIMATE. SOURCES: · ACHD MASTER STREET MAP (2018) · CANYON COUNTY FUNCTIONAL CLASSIFICATION MAP (2011). · CITY OF STAR ECONOMIC CORRIDOR ACCESS MANAGEMENT PLAN (2018) Attachments - Page 8 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- McMILLAN ROAD US-20/26 (CHINDEN BLVD) JOPLIN ROAD HIGHWAY 44 CAN-ADA ROAD BLESSINGER ROAD KINGSBURY ROAD LANSING EMMETT HIGHWAY PLUMMER ROAD STAR ROAD FLOATING FEATHER FOOTHILLS ROAD GALLOWAY ROAD PURPLE SAGE ROAD EDNA LANE BLESSINGER ROAD CHAPARRAL ROAD BEACON LIGHT PALMER LANE NEW HOPE ROAD LEGEND J:\203010.274 Star Mapping\c_DESN\_CAD\PLANS\EXISTING STREET SYSTEM MAP.dwg Apr 23, 2019 - 12:34pm TRAFFIC VOLUME LOCATIONS - SEGMENT # T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 05 T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 0 5 CITY OF STAR EXPRESSWAY PRINCIPAL ARTERIAL COLLECTOR MINOR ARTERIAL PROPOSED PRINCIPAL ARTERIAL PROPOSED EXPRESSWAY PROPOSED MINOR ARTERIAL PROPOSED COLLECTOR COUNTY LINE STAR CITY LIMITS STAR AREA OF CITY IMPACT STAR PLANNING AREA 4/23/19 FIREBIRD RACEWAY POTENTIAL CONNECTION TO INTERSTATE 84 (GOODSON ROAD) PLANNED LIMITED ACCESS HIGHWAY TO INTERSTATE 84 (CONSTRUCTION UNFUNDED) FRANKLIN ROAD CONNECTION TO INTERSTATE 84 POTENTIAL RIVER CROSSING POTENTIAL PURPLE SAGE/ BEACON LIGHT CONNECTION IN THIS APPROXIMATE CORRIDOR, RECOMMENDED FOR FURTHER STUDY NOTE: PROPOSED ROAD ALIGNMENTS ARE ONLY APPROXIMATE. SOURCES: · ACHD MASTER STREET MAP (2018) · CANYON COUNTY FUNCTIONAL CLASSIFICATION MAP (2011). · CITY OF STAR ECONOMIC CORRIDOR ACCESS MANAGEMENT PLAN (2018) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 31 33 34 35 36 37 38 39 40 41,58 42 43 45 44 47 46 48 49 50 51 52 53 54 56 57 59 60 61 62 Attachments - Page 9 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- Revised 4/30/2019 Daily Volume AM PM Final Year Source 1 Blessinger Road Edna Lane Purple Sage Road 381 2017 CHD4 1.00 0.95 2 Blessinger Road Foothill Road SH-44 870 2017 CHD4 0.94 0.95 3 Can-Ada Road W. New Hope Road SH-44 1,800 2017 ITD - - 4 Edna Lane Blessinger Road N. Spangler Place 300 2017 ITD - - 5 Edna Lane N. Spangler Place SH-16 400 2017 ITD - - 6 Kingsbury Road Edna Lane Lanktree Lane 470 2017 ITD - - 7 Kingsbury Road Foothill Road SH-44 500 2017 ITD - - 8 Lansing Lane Northview Road Mack Attack Road 954 2017 CHD4 1.00 0.95 9 Lansing Lane Mack Attack Road Purple Sage Road 954 2017 CHD4 1.00 0.95 10 Lansing Lane Purple Sage Road Foothill Road 1,000 2017 ITD - - 11 N. Brandon Road W. New Hope Road W. Floating Feather Road 400 2017 ITD - - 12 N. Munger Road W. New Hope Road W. Rice Road 400 2017 ITD - - 13 N. Munger Road W. Rice Road W. Floating Feather Road 400 2017 ITD - - 14 N. Palmer Lane W. Beacon Light Road SH-44 250 2017 ITD - - 15 N. Pollard Lane W. Beacon Light Road W. Floating Feather Road 350 2017 ITD - - 16 N. Pollard Lane SH-16 W. Beacon Light Road 480 2017 ITD - - 17 N. Star Road W. Floating Feather Road SH-44 5,300 2017 ITD - - 18 Purple Sage Road Ember Road Kingsbury Road 1,705 2017 CHD4 1.00 0.95 19 Purple Sage Road Kingsbury Road Blessinger Road 1,541 2017 CHD4 1.00 0.95 20 S. Star Road SH-44 W. Joplin Road 8,500 2017 ITD - - 21 S. Star Road W. Joplin Road US 20-26 8,800 2017 ITD - - 22 SH-16 W. Beacon Light Road SH-44 12,[PHONE REDACTED] 2018 ITD 0.92 1.03 23 SH-16 W. Deep Canyon Drive W. Beacon Light Road 8,700 2017 ITD - - 24 SH-16 W. Chaparral Road W. Deep Canyon Drive 9,800 2017 ITD - - 25 SH-16 SH-44 US 20-26 15,040 1291 1507 2018 ITD 0.92 1.03 26 SH-44 Lansing Road Blessinger Road 9,[PHONE REDACTED] 2018 ITD 0.92 1.03 27 SH-44 Blessinger Road Can-Ada Road 10,[PHONE REDACTED] 2018 ITD 0.92 1.03 28 SH-44 Can-Ada Road N. Star Road 13,[PHONE REDACTED] 2018 ITD 0.91 1.03 29 SH-44 N. Star Road SH-16 16,904 1128 1538 2018 ITD 0.92 1.03 30 SH-44 SH-16 N. Palmer Lane 23,594 1794 2166 2018 ITD 0.92 1.03 31 US 20-26 S. Star Road SH-16 17,000 2017 ITD - - 32 W. Beacon Light Road N. Wing Road SH-16 1,100 2017 ITD - - 33 W. Beacon Light Road SH-16 N. Linder Road 2,200 2017 ITD - - 34 W. Floating Feather Road N. Munger Road N. Star Road 650 2017 ITD - - 35 W. Floating Feather Road N. Star Road N. Spring Hollow Place 1,400 2017 ITD - - 36 W. Floating Feather Road N. Spring Hollow Place N. Plummer Road 1,100 2017 ITD - - 37 W. Floating Feather Road N. Plummer Road N. Pollard Lane 830 2017 ITD - - 38 W. Floating Feather Road SH-16 N. Palmer Lane 600 2017 ITD - - 39 Blessinger Road Willis Road Foothill Road 445 40 43 2019 L2 0.88 1.20 40 Blessinger Road SH-44 123 14 15 2019 L2 0.88 1.20 41 Can-Ada Road Purple Sage Road Lanktree Gulch Road 1,281 [PHONE REDACTED] L2 0.88 1.20 42 Deerhaven Way W. Hidden Brook Drive 277 26 32 2019 L2 0.88 1.20 43 Deerhaven Way W. Hidden Brook Drive W. Gambrell Street 368 34 37 2019 L2 0.88 1.20 44 Hercules Drive S. Hydra Ave S. Star Road 1,498 [PHONE REDACTED] L2 0.88 1.20 45 W. Hidden Brook Drive N. Deerhaven Way N. Finsbury Way 171 21 36 2019 L2 0.88 1.20 46 W. Hidden Brook Drive W. Kempshire Court N. Deerhaven Way 292 30 37 2019 L2 0.88 1.20 47 W. Hidden Brook Drive N. Crews Ave N. Star Road 1,337 [PHONE REDACTED] L2 0.88 1.20 48 S. Highbrook Way SH-44 W. Pinewoord River Lane 1,590 [PHONE REDACTED] L2 0.88 1.20 49 Joplin Road N. Star Road 136 9 19 2019 L2 0.88 1.20 50 W. Millcreek Lane N. Glen Aspen Way N. Plummer Road 688 59 68 2019 L2 0.88 1.20 51 S. Plummer Way SH-44 W. Wildbranch Drive 1,091 116 97 2019 L2 0.88 1.20 52 N. Pollard Lane W. Floating Feather Road W. Floating Feather Road 2,093 [PHONE REDACTED] L2 0.88 1.20 53 Purple Sage Road Blessinger Road Can-Ada Road 1,254 2017 CHD4 1.00 0.95 54 Blessinger Road Purple Sage Road Canyon Run Drive 263 2017 CHD4 0.92 1.03 56 W. New Hope Road Can-Ada Road N. Munger Road 1,172 94 124 2016 ACHD 0.93 0.94 57 W. New Hope Road N. Munger Road N. Wing Road 1,172 94 124 2016 ACHD 0.93 0.94 58 Can-Ada Road Lanktree Gulch Road W. New Hope Road 1,281 [PHONE REDACTED] L2 0.88 1.20 59 W. Hidden Brook Drive N. Star Road N. Mira Way 642 15 51 2016 ACHD 0.90 1.03 60 W Moon Valley Road S. Herons Flight Lane S. Palmer Lane 550 37 58 2018 ACHD 0.92 0.97 61 N. Plummer Road W. Floating Feather Road SH-44 1,200 2017 ITD - - 62 Lansing Lane Foothill Road SH-44 2,348 2018 CHD4 0.98 0.93 Segment From To Raw Data Input Day of Week Factor Month Factor Attachments - Page 10 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- Day of Week Factor Each column in the table below corresponds to the date of a traffic count provided for this study. The factors in the table represent average daily traffic (ADT) for that specific month, over the average ADT for a given day of the week in that same month. An average was calculated from the five ATRs to come up with the day-of-week factor for each date shown in the table. For example, the factors in the 5/18/2016 column are for an average Wednesday in May of 2016. Factors higher than 1.0 indicate traffic on that particular day is lower than the average, while factors lower than 1.0 indicate traffic higher than the average. Month Factor The factors in the table below represent annual average daily traffic (AADT) over ADT at each ATR, averaged over each year data was available. Factors higher than 1.0 indicate traffic during that particular month is lower than the annual average, while factors lower than 1.0 indicate traffic higher than the annual average. The tables on the following pages show historical ADT for each ATR and further illustrate this process. 5/18/2016 11/9/2016 4/5/2018 5/15/2017 5/22/2017 3/14/2017 5/30/2017 6/11/2018 3/20/2018 3/21/2018 4/4/2018 157 0.91 0.89 0.91 1.02 1.02 0.92 0.95 0.98 0.91 0.9 0.92 159 0.91 0.88 0.91 1 1 0.91 0.92 0.98 0.92 0.92 0.91 163 0.93 0.91 0.92 1.03 1.03 0.93 0.94 0.99 0.92 0.9 0.92 272 0.93 0.91 0.93 0.99 0.99 0.92 0.96 0.97 0.9 0.92 0.91 274 0.96 0.91 0.94 1.05 1.05 0.94 0.97 1.01 0.93 0.92 0.96 Average 0.93 0.90 0.92 1.02 1.02 0.92 0.95 0.99 0.92 0.91 0.92 Date ATR ATR January February March April May June July August September October November December 157 1.15 1.06 1.01 0.95 0.94 0.94 0.98 0.94 0.98 0.98 1.04 1.07 159 1.22 1.09 1.03 0.98 0.97 0.94 0.95 0.93 0.96 0.96 1.04 1.10 163 1.29 1.14 1.07 0.98 0.94 0.92 0.95 0.93 0.94 0.92 1.01 1.06 272 1.19 1.11 1.03 0.96 0.93 0.93 0.94 0.93 0.96 0.96 1.04 1.09 274 1.15 1.06 1.02 0.97 0.95 0.92 0.97 0.92 0.98 1.05 1.05 1.09 Average 1.20 1.09 1.03 0.97 0.95 0.93 0.96 0.93 0.96 0.97 1.04 1.08 Attachments - Page 11 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- ATR #157: ATR #159: ATR #163: Year January February March April May June July August September October November December Total 2012 13,998 14,845 15,121 16,375 16,713 16,870 16,145 16,630 16,060 15,914 14,990 14,554 188,215 2013 13,360 14,712 15,020 15,259 15,230 15,129 14,404 15,131 14,371 15,003 14,395 14,255 176,269 2014 14,029 15,002 16,550 17,820 18,206 17,984 17,565 17,583 16,820 17,130 15,440 15,782 199,911 2015 15,201 16,629 17,316 18,419 18,567 18,507 17,766 18,294 17,912 17,719 16,437 15,895 208,662 2016 15,820 17,314 17,985 19,332 19,467 19,828 18,717 20,341 19,777 19,194 18,177 16,738 222,690 2017 15,523 18,192 19,185 20,539 20,999 21,597 20,611 20,919 20,521 20,806 19,414 18,753 237,059 2018 18,482 19,308 20,066 21,316 21,750 21,799 20,934 21,653 21,077 20,578 19,371 18,921 245,255 2012 1.12 1.06 1.04 0.96 0.94 0.93 0.97 0.94 0.98 0.99 1.05 1.08 2013 1.10 1.00 0.98 0.96 0.96 0.97 1.02 0.97 1.02 0.98 1.02 1.03 2014 1.19 1.11 1.01 0.93 0.92 0.93 0.95 0.95 0.99 0.97 1.08 1.06 2015 1.14 1.05 1.00 0.94 0.94 0.94 0.98 0.95 0.97 0.98 1.06 1.09 2016 1.17 1.07 1.03 0.96 0.95 0.94 0.99 0.91 0.94 0.97 1.02 1.11 2017 1.27 1.09 1.03 0.96 0.94 0.91 0.96 0.94 0.96 0.95 1.02 1.05 2018 1.11 1.06 1.02 0.96 0.94 0.94 0.98 0.94 0.97 0.99 1.06 1.08 Average 1.15 1.06 1.01 0.95 0.94 0.94 0.98 0.94 0.98 0.98 1.04 1.07 Year January February March April May June July August September October November December Total 2011 10,608 11,219 11,323 11,435 11,325 11,605 10,811 10,923 10,069 9,902 109,220 2012 9,625 10,292 10,598 11,497 11,736 12,188 12,180 12,626 12,285 12,317 11,288 10,838 137,470 2013 9,753 11,073 12,009 12,616 13,325 13,488 13,342 13,680 13,318 13,555 12,244 138,403 2014 2015 15,646 15,532 16,362 15,891 16,548 16,141 16,082 14,458 13,736 140,396 2016 13,481 14,658 15,543 16,631 16,742 17,006 16,539 17,112 16,558 16,807 15,659 13,744 190,480 2017 12,780 15,122 16,329 17,082 17,216 18,635 17,815 19,391 17,862 18,371 16,738 15,805 203,146 2018 15,439 16,672 17,558 18,443 18,737 18,963 18,417 19,057 18,210 18,463 16,833 16,157 212,949 2011 1.03 0.97 0.96 0.96 0.96 0.94 1.01 1.00 1.08 1.10 2012 1.19 1.11 1.08 1.00 0.98 0.94 0.94 0.91 0.93 0.93 1.01 1.06 2013 1.29 1.14 1.05 1.00 0.94 0.93 0.94 0.92 0.94 0.93 1.03 2014 2015 1.00 1.00 0.95 0.98 0.94 0.97 0.97 1.08 1.14 2016 1.18 1.08 1.02 0.95 0.95 0.93 0.96 0.93 0.96 0.94 1.01 1.15 2017 1.32 1.12 1.04 0.99 0.98 0.91 0.95 0.87 0.95 0.92 1.01 1.07 2018 1.15 1.06 1.01 0.96 0.95 0.94 0.96 0.93 0.97 0.96 1.05 1.10 Average 1.22 1.09 1.03 0.98 0.97 0.94 0.95 0.93 0.96 0.96 1.04 1.10 Year January February March April May June July August September October November December Total 2014 7,547 7,820 8,216 7,053 7,436 38,072 2015 7,230 8,268 8,787 9,730 10,237 10,635 10,393 10,761 10,900 11,049 10,197 9,793 117,980 2016 9,576 10,499 11,024 11,947 12,072 12,567 12,171 12,539 12,342 12,402 11,691 10,202 139,032 2017 9,010 11,157 12,131 13,110 14,104 14,300 13,664 14,367 13,658 13,935 12,905 12,283 154,624 2018 11,849 12,436 13,095 14,277 14,766 15,236 14,612 14,985 14,675 14,689 13,737 13,011 167,368 2014 1.01 0.97 0.93 1.08 1.02 2015 1.36 1.19 1.12 1.01 0.96 0.92 0.95 0.91 0.90 0.89 0.96 1.00 2016 1.21 1.10 1.05 0.97 0.96 0.92 0.95 0.92 0.94 0.93 0.99 1.14 2017 1.43 1.15 1.06 0.98 0.91 0.90 0.94 0.90 0.94 0.92 1.00 1.05 2018 1.18 1.12 1.07 0.98 0.94 0.92 0.95 0.93 0.95 0.95 1.02 1.07 Average 1.29 1.14 1.07 0.98 0.94 0.92 0.95 0.93 0.94 0.92 1.01 1.06 Attachments - Page 12 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- ATR #272: Year January February March April May June July August September October November December Total 1990 2,877 3,142 3,462 3,712 3,826 3,981 3,986 4,038 3,670 3,570 3,334 2,837 42,435 1991 2,763 3,188 3,378 3,546 3,852 3,898 3,967 4,067 3,834 3,971 3,600 3,389 43,453 1992 3,293 3,153 3,281 3,502 3,668 3,672 3,776 3,848 3,861 3,795 3,453 3,147 42,449 1993 2,939 3,159 3,432 3,829 4,002 3,990 4,067 4,210 4,088 4,195 3,751 3,647 45,309 1994 3,360 3,618 4,048 4,318 4,491 4,627 4,495 4,597 4,499 4,564 3,954 3,750 50,321 1995 3,677 3,984 4,209 4,563 4,626 4,633 4,684 4,751 4,663 4,762 4,297 4,036 52,885 1996 3,804 4,099 4,375 4,773 4,750 4,698 4,975 5,385 5,306 5,234 4,702 3,967 56,068 1997 3,913 4,327 4,556 4,812 5,067 5,263 5,329 5,255 5,093 5,079 4,744 4,768 58,206 1998 4,778 5,014 5,347 5,647 5,730 6,054 5,592 5,945 5,795 5,686 5,282 4,946 65,816 1999 4,946 4,779 5,306 5,770 5,638 5,880 5,960 5,974 5,668 5,885 5,409 5,238 66,453 2000 5,011 5,355 5,552 5,919 5,958 6,053 5,987 5,996 5,744 5,753 5,396 5,207 67,931 2001 4,843 5,149 6,078 6,577 6,281 6,332 5,966 6,034 6,019 6,149 5,673 5,308 70,409 2002 5,139 5,531 5,842 6,460 7,684 6,927 6,671 6,708 6,590 6,548 5,959 5,727 75,786 2003 4,718 4,916 5,763 6,610 8,721 7,326 6,881 6,543 6,343 6,752 6,170 6,133 76,876 2004 5,387 5,927 6,822 7,293 7,052 7,538 7,566 7,293 7,400 7,328 6,811 6,822 83,239 2005 6,445 7,120 7,825 8,196 8,375 9,057 8,707 9,107 8,730 8,822 8,121 7,736 98,241 2006 7,750 8,530 9,044 9,415 9,759 10,037 9,321 9,791 9,183 9,551 8,919 8,329 109,629 2007 8,287 8,757 9,495 10,149 10,266 10,623 10,106 10,112 9,621 9,833 8,982 8,353 114,584 2008 7,746 8,429 8,734 9,335 9,360 9,218 8,815 8,554 8,631 8,440 7,765 7,532 102,559 2009 7,272 7,912 8,029 8,934 9,132 9,231 9,256 9,075 9,028 8,859 8,187 7,892 102,807 2010 7,537 8,079 8,536 9,049 9,006 9,368 8,725 8,972 8,953 8,824 8,241 7,855 103,145 2011 7,736 8,149 8,418 9,016 9,118 9,402 9,225 9,485 9,563 9,430 8,512 8,557 106,611 2012 8,038 8,641 8,749 9,601 9,752 9,746 9,954 10,414 10,267 10,221 9,420 9,381 114,184 2013 8,325 9,572 10,385 11,314 11,788 11,840 11,630 11,515 11,496 11,390 10,520 9,569 129,344 2014 9,292 9,695 10,528 11,110 11,507 11,560 11,265 9,896 8,299 8,291 7,173 7,517 116,133 2015 7,324 7,910 8,309 8,677 8,697 8,863 8,647 8,535 8,513 8,585 8,025 7,790 99,875 2016 7,582 8,146 8,368 9,071 8,980 9,189 8,961 8,940 8,772 8,833 8,355 7,543 102,740 2017 6,639 8,009 8,698 9,576 8,994 8,693 9,268 9,376 8,981 9,383 8,966 8,605 105,188 2018 8,233 8,904 9,060 9,865 10,050 10,088 10,081 10,188 10,016 9,970 9,531 9,218 115,204 1990 1.23 1.13 1.02 0.95 0.92 0.89 0.89 0.88 0.96 0.99 1.06 1.25 1991 1.31 1.14 1.07 1.02 0.94 0.93 0.91 0.89 0.94 0.91 1.01 1.07 1992 1.07 1.12 1.08 1.01 0.96 0.96 0.94 0.92 0.92 0.93 1.02 1.12 1993 1.28 1.20 1.10 0.99 0.94 0.95 0.93 0.90 0.92 0.90 1.01 1.04 1994 1.25 1.16 1.04 0.97 0.93 0.91 0.93 0.91 0.93 0.92 1.06 1.12 1995 1.20 1.11 1.05 0.97 0.95 0.95 0.94 0.93 0.95 0.93 1.03 1.09 1996 1.23 1.14 1.07 0.98 0.98 0.99 0.94 0.87 0.88 0.89 0.99 1.18 1997 1.24 1.12 1.06 1.01 0.96 0.92 0.91 0.92 0.95 0.96 1.02 1.02 1998 1.15 1.09 1.03 0.97 0.96 0.91 0.98 0.92 0.95 0.96 1.04 1.11 1999 1.12 1.16 1.04 0.96 0.98 0.94 0.93 0.93 0.98 0.94 1.02 1.06 2000 1.13 1.06 1.02 0.96 0.95 0.94 0.95 0.94 0.99 0.98 1.05 1.09 2001 1.21 1.14 0.97 0.89 0.93 0.93 0.98 0.97 0.97 0.95 1.03 1.11 2002 1.23 1.14 1.08 0.98 0.82 0.91 0.95 0.94 0.96 0.96 1.06 1.10 2003 1.36 1.30 1.11 0.97 0.73 0.87 0.93 0.98 1.01 0.95 1.04 1.04 2004 1.29 1.17 1.02 0.95 0.98 0.92 0.92 0.95 0.94 0.95 1.02 1.02 2005 1.27 1.15 1.05 1.00 0.98 0.90 0.94 0.90 0.94 0.93 1.01 1.06 2006 1.18 1.07 1.01 0.97 0.94 0.91 0.98 0.93 0.99 0.96 1.02 1.10 2007 1.15 1.09 1.01 0.94 0.93 0.90 0.94 0.94 0.99 0.97 1.06 1.14 2008 1.10 1.01 0.98 0.92 0.91 0.93 0.97 1.00 0.99 1.01 1.10 1.13 2009 1.18 1.08 1.07 0.96 0.94 0.93 0.93 0.94 0.95 0.97 1.05 1.09 2010 1.14 1.06 1.01 0.95 0.95 0.92 0.99 0.96 0.96 0.97 1.04 1.09 2011 1.15 1.09 1.06 0.99 0.97 0.94 0.96 0.94 0.93 0.94 1.04 1.04 2012 1.18 1.10 1.09 0.99 0.98 0.98 0.96 0.91 0.93 0.93 1.01 1.01 2013 1.29 1.13 1.04 0.95 0.91 0.91 0.93 0.94 0.94 0.95 1.02 1.13 2014 1.04 1.00 0.92 0.87 0.84 0.84 0.86 0.98 1.17 1.17 1.35 1.29 2015 1.14 1.05 1.00 0.96 0.96 0.94 0.96 0.98 0.98 0.97 1.04 1.07 2016 1.13 1.05 1.02 0.94 0.95 0.93 0.96 0.96 0.98 0.97 1.02 1.14 2017 1.32 1.09 1.01 0.92 0.97 1.01 0.95 0.93 0.98 0.93 0.98 1.02 2018 1.17 1.08 1.06 0.97 0.96 0.95 0.95 0.94 0.96 0.96 1.01 1.04 Average 1.19 1.11 1.03 0.96 0.93 0.93 0.94 0.93 0.96 0.96 1.04 1.09 Attachments - Page 13 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- ATR #274: Year January February March April May June July August September October November December Total 2005 9,337 9,119 9,630 9,083 9,511 8,569 8,539 7,844 8,171 79,803 2006 8,100 8,667 8,776 8,400 9,437 9,585 8,617 9,826 8,545 8,500 7,465 95,918 2007 8,262 8,407 8,978 9,497 10,139 9,358 9,536 9,274 8,599 7,990 90,040 2008 7,322 8,105 8,421 8,756 8,822 8,239 7,520 57,185 2009 7,454 7,731 7,571 8,416 8,689 8,926 8,481 8,738 8,339 8,164 7,369 89,878 2010 6,921 7,751 8,085 8,292 9,069 8,514 8,805 8,158 8,256 7,563 7,302 88,716 2011 7,213 7,434 7,698 8,422 8,228 8,717 8,251 8,644 8,144 8,243 7,580 7,542 96,116 2012 7,071 7,438 7,729 8,174 8,370 8,603 8,055 8,324 7,676 7,738 7,528 7,338 94,044 2013 6,332 7,397 7,884 8,208 8,682 8,118 8,307 8,174 8,330 7,674 7,251 86,357 2014 7,026 7,351 8,019 8,643 8,424 8,819 8,284 8,753 8,466 8,713 7,524 7,836 97,858 2015 7,445 8,272 8,575 8,905 8,913 9,238 9,037 9,288 9,030 9,171 8,435 8,149 104,458 2016 7,985 8,658 9,003 9,794 9,840 10,461 9,604 10,122 9,669 9,712 9,149 8,191 112,188 2017 7,111 8,700 9,486 10,172 10,378 10,927 10,099 10,906 10,048 10,241 9,590 9,418 117,076 2018 9,002 9,384 9,933 10,598 10,896 11,315 10,669 11,088 10,722 10,812 10,062 9,542 124,023 2005 0.95 0.97 0.92 0.98 0.93 1.03 1.04 1.13 1.09 2006 1.08 1.01 0.99 1.04 0.92 0.91 1.01 0.89 1.02 1.03 1.17 2007 1.09 1.07 1.00 0.95 0.89 0.96 0.94 0.97 1.05 1.13 2008 1.12 1.01 0.97 0.93 0.93 0.99 1.09 2009 1.10 1.06 1.08 0.97 0.94 0.92 0.96 0.94 0.98 1.00 1.11 2010 1.17 1.04 1.00 0.97 0.89 0.95 0.92 0.99 0.98 1.07 1.10 2011 1.11 1.08 1.04 0.95 0.97 0.92 0.97 0.93 0.98 0.97 1.06 1.06 2012 1.11 1.05 1.01 0.96 0.94 0.91 0.97 0.94 1.02 1.01 1.04 1.07 2013 1.24 1.06 1.00 0.96 0.90 0.97 0.95 0.96 0.94 1.02 1.08 2014 1.16 1.11 1.02 0.94 0.97 0.92 0.98 0.93 0.96 0.94 1.08 1.04 2015 1.17 1.05 1.02 0.98 0.98 0.94 0.96 0.94 0.96 0.95 1.03 1.07 2016 1.17 1.08 1.04 0.95 0.95 0.89 0.97 0.92 0.97 0.96 1.02 1.14 2017 1.37 1.12 1.03 0.96 0.94 0.89 0.97 0.89 0.97 0.95 1.02 1.04 2018 1.15 1.10 1.04 0.98 0.95 0.91 0.97 0.93 0.96 0.96 1.03 1.08 Average 1.15 1.06 1.02 0.97 0.95 0.92 0.97 0.92 0.98 1.05 1.05 1.09 Attachments - Page 14 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- Revised 4/30/2019 Italic green = manually-adjusted 2040 COMPASS model COMPASS COMPASS Daily Volume AM PM Classification Lanes (Each Dir., Left/Median) LOS Daily Volume AM PM Daily Volume AM PM Daily Volume AM PM Lanes (Each Dir., Left/Median) LOS Internal External Daily Volume AM PM Lanes (Each Dir., Left/Median) LOS 1 Blessinger Road Edna Lane Purple Sage Road 396 32 40 Collector 1 D 380 33 36 750 145 234 749 139 229 1 D X 1,063 325 1 D 2 Blessinger Road Foothill Road SH-44 927 74 93 Collector 1 D 320 33 29 1,970 193 245 2,502 227 298 1 D X 3,553 424 1 D 3 Can-Ada Road W. New Hope Road SH-44 2,018 161 202 M. Arterial 1 D 2,800 166 217 5,200 388 560 4,309 373 529 1 D X 6,119 752 1 E 4 Edna Lane Blessinger Road N. Spangler Place 335 27 33 Collector 1 D 200 13 20 580 128 219 697 137 223 1 D X 990 317 1 D 5 Edna Lane N. Spangler Place SH-16 435 35 43 Collector 1 D 200 13 20 580 128 219 797 145 233 1 D X 1,132 331 1 D 6 Kingsbury Road Edna Lane Lanktree Lane 470 38 47 P. Arterial 1 D 699 92 148 1 D X 992 210 1 D 7 Kingsbury Road Foothill Road SH-44 650 52 65 P. Arterial 1 D 1,360 85 121 3,010 245 337 2,225 205 271 1 D X 3,160 384 1 D 8 Lansing Lane Northview Road Mack Attack Road 940 75 94 Collector 1 D 600 32 50 970 144 248 1,293 182 283 1 D X 1,836 402 1 D 9 Lansing Lane Mack Attack Road Purple Sage Road 940 75 94 Collector 1 D 1,720 122 152 2,090 234 350 1,293 182 283 1 D X 1,836 402 1 D 10 Lansing Lane Purple Sage Road Foothill Road 1,055 84 105 Collector 1 D 2,600 157 226 3,200 230 278 1,627 154 155 1 D X 2,311 220 1 D 11 N. Brandon Road W. New Hope Road W. Floating Feather Road 400 32 40 Collector 1 D 1,269 81 99 1 D X 1,802 140 1 D 12 N. Munger Road W. New Hope Road W. Rice Road 605 48 61 Collector 1 D 340 19 36 2,600 176 265 2,763 198 279 1 D X 3,923 396 1 D 13 N. Munger Road W. Rice Road W. Floating Feather Road 605 48 61 Collector 1 D 340 19 36 2,600 176 265 2,763 198 279 1 D X 3,923 396 1 D 14 N. Palmer Lane W. Beacon Light Road SH-44 250 20 25 Collector 1 D 1,067 81 87 1 D X 1,515 124 1 D 15 N. Pollard Lane W. Beacon Light Road W. Floating Feather Road 652 52 65 Collector 1 D 1,880 321 161 5,200 584 519 3,821 303 407 1 D X 5,426 578 1 D 16 N. Pollard Lane SH-16 W. Beacon Light Road 480 38 48 Local 1 D 2,098 111 217 1 D X 2,979 308 1 D 17 N. Star Road W. Floating Feather Road SH-44 5,791 463 579 Collector 1, Left turn lanes D 7,800 479 623 13,200 724 952 10,945 697 893 1, Left turn lanes E X 15,543 1,268 1, Left turn lanes F 18 Purple Sage Road Ember Road Kingsbury Road 1,676 134 168 M. Arterial 1 D 1,780 132 159 2,400 257 380 2,268 253 379 1 D X 3,220 538 1 D 19 Purple Sage Road Kingsbury Road Blessinger Road 1,509 121 151 M. Arterial 1 D 800 62 73 1,300 184 285 1,987 237 353 1 D X 2,821 502 1 D 20 S. Star Road SH-44 W. Joplin Road 10,155 812 1,015 M. Arterial 1 F 12,400 730 940 30,600 1,776 2,687 27,527 1,811 2,683 2, Left turn lanes F X 29,397 2,870 2, Left turn lanes F 21 S. Star Road W. Joplin Road US 20-26 10,500 840 1,050 M. Arterial 1 F 12,300 728 933 31,000 1,847 2,554 28,350 1,908 2,597 2, Left turn lanes F X 30,220 2,784 2, Left turn lanes F 22 SH-16 W. Beacon Light Road SH-44 12,894 984 1,192 Proposed Expressway 1, Left turn lanes, No stops D 15,200 1,112 1,405 30,400 2,184 2,267 27,403 2,007 2,015 1, Left turn lanes, No stops D X 29,553 2,230 1, Left turn lanes, No stops D 23 SH-16 W. Deep Canyon Drive W. Beacon Light Road 9,955 796 995 Proposed Expressway 1, Left turn lanes, No Stops D 12,600 919 1,151 26,400 1,894 1,934 23,127 1,727 1,743 1, Left turn lanes, No stops D X 24,337 1,864 1, Left turn lanes, No stops D 24 SH-16 W. Chaparral Road W. Deep Canyon Drive 11,055 884 1,105 Proposed Expressway 1, Left turn lanes, No Stops D 11,000 754 997 24,800 1,788 1,838 24,227 1,871 1,908 1, Left turn lanes, No stops D X 24,227 1,908 1, Left turn lanes, No stops D 25 SH-16 SH-44 US 20-26 15,611 1,310 1,530 Expressway 2, Median Controlled D 17,000 1,090 1,694 46,900 3,007 3,944 44,152 3,140 3,678 2, Median Controlled, No stops D X 46,032 3,866 2, Median Controlled, No stops D 26 SH-44 Lansing Road Blessinger Road 9,623 791 996 P. Arterial 1, Left turn lanes, No stops D 11,800 712 965 17,900 1,189 1,635 15,446 1,246 1,636 1, Left turn lanes, No stops D X 15,766 1,668 1, Left turn lanes, No stops D 27 SH-44 Blessinger Road Can-Ada Road 10,495 824 1,027 P. Arterial 1, Left turn lanes, No stops D 11,800 687 962 18,100 1,483 1,667 16,508 1,583 1,700 1, Left turn lanes, No stops D X 17,118 1,761 1, Left turn lanes, No stops D 28 SH-44 Can-Ada Road N. Star Road 12,884 960 1,194 P. Arterial 1, Left turn lanes, No stops D 13,600 768 1,273 23,300 1,349 1,772 22,143 1,515 1,671 1, Left turn lanes, No stops D X 23,253 1,782 1, Left turn lanes, No stops D 29 SH-44 N. Star Road SH-16 16,532 1,106 1,500 P. Arterial 1, Left turn lanes F 17,500 1,245 1,568 28,800 2,070 2,498 27,318 1,894 2,387 2, Left turn lanes D X 29,378 2,593 2, Left turn lanes D 30 SH-44 SH-16 N. Palmer Lane 23,203 1,784 2,141 P. Arterial 1, Left turn lanes F 24,900 1,756 1,928 43,500 3,609 3,879 40,958 3,553 4,004 2, Left turn lanes F X 41,138 4,022 2, Left turn lanes F 31 US 20-26 S. Star Road SH-16 20,255 1,620 2,025 P. Arterial 1, Left turn lanes F 20,200 1,561 1,631 56,000 3,764 4,045 54,427 3,723 4,330 2, Left turn lanes F X 54,427 4,330 2, Left turn lanes F 32 W. Beacon Light Road N. Wing Road SH-16 2,064 165 206 M. Arterial 1, Left turn lanes D 3,000 275 287 13,600 1,440 1,281 12,182 1,277 1,155 1, Left turn lanes F X 17,298 1,814 1, Left turn lanes F 33 W. Beacon Light Road SH-16 N. Linder Road 3,200 256 320 M. Arterial 1 D 1,900 165 229 12,900 996 1,137 13,700 1,049 1,187 1, Left turn lanes E X 14,910 1,308 1, Left turn lanes F 34 W. Floating Feather Road N. Munger Road N. Star Road 1,132 91 113 M. Arterial 1 D 1,700 126 159 7,000 494 651 6,191 442 583 1 D X 8,791 828 1 D 35 W. Floating Feather Road N. Star Road N. Spring Hollow Place 1,955 156 195 M. Arterial 1 D 1,900 190 233 8,000 635 779 7,777 581 717 1, Left turn lanes D X 11,044 1,018 1, Left turn lanes D 36 W. Floating Feather Road N. Spring Hollow Place N. Plummer Road 1,776 142 178 M. Arterial 1 D 1,960 200 242 9,400 735 880 8,878 653 787 1, Left turn lanes D X 12,607 1,117 1, Left turn lanes D 37 W. Floating Feather Road N. Plummer Road N. Pollard Lane 1,526 122 153 M. Arterial 1 D 1,540 171 162 9,200 680 941 8,838 608 896 1 D X 12,550 1,273 1 F 38 W. Floating Feather Road SH-16 N. Palmer Lane 2,009 161 201 Collector 1 D 3,400 457 448 18,900 1,119 1,380 16,805 793 1,091 1, Left turn lanes E X 17,745 1,185 1, Left turn lanes F 39 Blessinger Road Willis Road Foothill Road 472 42 46 Collector 1 D 544 49 53 1 D X 773 75 1 D 40 Blessinger Road SH-44 130 15 16 Collector 1 D 860 58 75 1,260 83 113 512 39 52 1 D X 727 74 1 D 41 Can-Ada Road Purple Sage Road Lanktree Gulch Road 1,358 120 139 Local 1 D 1,740 132 165 3,600 315 340 3,134 294 306 1 D X 4,450 434 1 D 42 Deerhaven Way W. Hidden Brook Drive 294 28 34 Collector 1 D 2,776 112 309 1 D X 3,941 439 1 D 43 Deerhaven Way W. Hidden Brook Drive W. Gambrell Street 390 36 39 Collector 1 D 2,872 120 314 1 D X 4,078 446 1 D 44 Hercules Drive S. Hydra Ave S. Star Road 1,588 111 149 Local 1 D d 2,250 251 419 1 D X 3,195 595 1 D 45 W. Hidden Brook Drive N. Deerhaven Way N. Finsbury Way 181 22 38 Collector 1 D 1,136 162 307 1 D X 1,613 436 1 D 46 W. Hidden Brook Drive W. Kempshire Court N. Deerhaven Way 310 32 39 Collector 1 D 1,264 171 308 1 D X 1,795 438 1 D 47 W. Hidden Brook Drive N. Crews Ave N. Star Road 1,418 129 158 Collector 1 D 2,008 276 388 1 D X 2,852 550 1 D 48 S. Highbrook Way SH-44 W. Pinewoord River Lane 1,686 171 186 Collector 1 D 3,501 334 377 1 D X 4,972 535 1 D 49 Joplin Road N. Star Road 144 10 20 Collector 1 D 180 5 12 3,100 150 401 2,931 148 391 1 D X 4,163 556 1 D 50 W. Millcreek Lane N. Glen Aspen Way N. Plummer Road 729 63 72 Collector 1 D 1,033 133 177 1 D X 1,467 251 1 D 51 S. Plummer Way SH-44 W. Wildbranch Drive 1,157 123 103 Collector 1 D 2,402 241 209 1 D X 3,411 342 1 D 52 N. Pollard Lane W. Floating Feather Road W. Floating Feather Road 2,219 342 263 Collector 1 D 1,780 184 179 5,200 584 519 5,484 724 587 1 E X 7,787 1,028 1 F 53 Purple Sage Road Blessinger Road Can-Ada Road 1,237 99 124 Collector 1 D 2,284 265 369 1 D X 3,244 524 1 D 54 Blessinger Road Purple Sage Road Canyon Run Drive 283 23 28 Collector 1 D 558 99 184 1 D X 793 261 1 D 56 W. New Hope Road Can-Ada Road N. Munger Road 1,266 111 157 Collector 1 D 1,360 130 159 3,100 336 514 2,926 307 496 1, Left turn D X 4,156 704 1, Left turn D 57 W. New Hope Road N. Munger Road N. Wing Road 1,176 92 133 Collector 1 D 1,120 114 128 2,200 185 304 2,206 160 301 1, Left turn D X 3,133 427 1, Left turn D 58 Can-Ada Road Lanktree Gulch Road W. New Hope Road 1,358 120 139 Local 1 D 1,740 132 165 3,600 315 340 3,134 294 306 1 D X 4,450 434 1 D 59 W. Hidden Brook Drive N. Star Road N. Mira Way 732 34 86 Collector 1 D 1,037 72 210 1 D X 1,473 299 1 D 60 W Moon Valley Road S. Herons Flight Lane S. Palmer Lane 619 42 64 Local 1 D 1,285 81 129 1 D X 1,824 183 1 D 61 N. Plummer Road W. Floating Feather Road SH-44 1,973 158 197 Collector 1 D 1,400 101 151 9,900 687 972 10,086 717 981 1 F X 14,323 1,393 1 F 62 Lansing Lane Foothill Road SH-44 2,181 174 218 Collector 1 D 3,500 241 307 4,400 339 395 3,040 268 302 1 D X 4,317 429 1 D 2040 COMPASS Projections (Adjusted) 2040 with Revised Demographics (based on new FLUM areas) Existing 2019 Volumes Segment From To 2040 2018 Attachments - Page 15 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- Whole Part Fill 2018 2040 2018 2040 2018 2040 2018 2040 A RR NR CR HDR C MU LI A RR NR CR HDR C MU LI 758 Ada Eagle and Star X 33% 7 692 4 18 2 228 1 6 0 0.0 0.0 80.8 0.0 0.0 0.0 40.6 0 0 0 647 0 0 0 495 759 Ada Eagle X 3% 0 500 40 350 0 15 1 11 0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0 0 0 0 0 206 0 0 766 Ada Star X 100% 3 110 74 632 3 110 74 632 0 0.0 0.0 0.0 0.0 43.7 85.3 0.0 0 0 0 0 0 902 1,761 0 767 Ada Star X 100% 3 251 72 630 3 251 72 630 0 0.0 0.0 76.2 0.0 0.0 0.0 40.1 0 0 0 610 0 0 0 489 770 Ada Eagle and Star X 50% 14 179 7 51 7 90 4 26 0 0.0 0.0 40.5 0.0 0.0 42.2 0.0 0 0 0 324 0 0 872 0 771 Ada Eagle X 30% 77 450 69 269 23 135 21 81 0 0.0 188.0 0.0 0.0 0.0 0.0 0.0 0 0 564 0 0 0 0 0 772 Ada Star X 100% 3 3 48 48 3 3 48 48 0 0.0 0.0 11.9 8.0 26.5 39.3 0.0 0 0 0 95 128 548 811 0 773 Ada Star X 100% 23 360 46 206 23 360 46 206 0 0.0 0.0 0.0 0.0 79.4 179.8 0.0 0 0 0 0 0 1,640 3,713 0 795 Ada Ada Co. and Star X 19% 13 772 61 320 2 147 12 61 0 0.0 39.8 0.0 0.0 0.0 65.8 0.0 0 0 119 0 0 0 1,359 0 804 Ada Ada Co. and Star X 100% 58 870 51 110 58 870 51 110 0 12.8 647.2 0.0 0.0 0.0 207.4 0.0 0 4 1,942 0 0 0 4,282 0 805 Ada Ada Co. and Star X 100% 142 305 18 91 142 305 18 91 0 124.0 240.8 0.0 0.0 3.7 0.0 0.0 0 41 723 0 0 75 0 0 806 Ada Ada Co. and Star X 70% 233 245 77 110 163 172 54 77 0 386.6 989.9 0.0 0.0 7.3 0.0 0.0 0 128 2,970 0 0 151 0 0 808 Ada Star X 100% 467 557 97 97 467 557 97 97 0 0.0 278.7 0.0 0.0 0.0 0.0 0.0 0 0 836 0 0 0 0 0 809 Ada Star X 100% 53 160 4 18 53 160 4 18 0 0.0 150.2 0.0 0.0 0.0 0.0 0.0 0 0 451 0 0 0 0 0 810 Ada Star X 100% 0 260 0 0 0 260 0 0 0 0.0 72.3 0.0 0.0 3.7 0.0 0.0 0 0 217 0 0 75 0 0 811 Ada Star X 100% 12 14 3 4 12 14 3 4 0 0.0 116.2 0.0 0.0 0.0 0.0 0.0 0 0 349 0 0 0 0 0 812 Ada Star X 100% 135 519 32 44 135 519 32 44 0 0.0 162.2 0.0 0.0 0.0 0.0 0.0 0 0 487 0 0 0 0 0 813 Ada Star X 100% 19 98 7 7 19 98 7 7 0 0.0 81.7 0.0 0.0 0.0 0.0 0.0 0 0 245 0 0 0 0 0 814 Ada Star X 100% 27 166 80 188 27 166 80 188 0 0.0 246.3 0.0 0.0 0.0 0.0 0.0 0 0 739 0 0 0 0 0 815 Ada Star X 100% 181 268 11 11 181 268 11 11 0 0.0 287.6 0.0 0.0 0.0 0.0 0.0 0 0 863 0 0 0 0 0 816 Ada Star X 100% 133 198 16 24 133 198 16 24 0 0.0 120.6 0.0 0.0 0.0 0.0 0.0 0 0 362 0 0 0 0 0 817 Ada Star X 100% 234 235 15 24 234 235 15 24 0 0.0 159.5 0.0 0.0 0.0 0.0 0.0 0 0 479 0 0 0 0 0 818 Ada Star X 100% 190 229 26 28 190 229 26 28 0 0.0 142.4 0.0 0.0 0.0 0.0 0.0 0 0 427 0 0 0 0 0 819 Ada Star X 100% 220 277 7 8 220 277 7 8 0 0.0 106.1 0.0 0.0 0.0 0.0 0.0 0 0 318 0 0 0 0 0 820 Ada Star X 100% 6 106 11 90 6 106 11 90 0 0.0 0.0 19.5 0.0 44.0 0.0 0.0 0 0 0 156 0 908 0 0 821 Ada Star X 100% 133 135 58 59 133 135 58 59 0 0.0 76.0 0.0 0.0 0.0 0.0 0.0 0 0 228 0 0 0 0 0 822 Ada Star X 100% 63 86 24 25 63 86 24 25 0 0.0 0.0 30.2 0.0 11.2 0.0 0.0 0 0 0 242 0 232 0 0 823 Ada Star X 100% 5 120 120 350 5 120 120 350 0 0.0 0.0 3.5 0.0 37.1 0.0 0.0 0 0 0 28 0 765 0 0 824 Ada Star X 100% 359 371 155 180 359 371 155 180 0 0.0 86.2 12.3 0.0 10.2 1.1 0.0 0 0 259 98 0 210 22 0 825 Ada Star X 100% 98 134 77 77 98 134 77 77 0 0.0 0.0 29.9 0.0 11.1 0.0 0.0 0 0 0 239 0 230 0 0 826 Ada Star X 100% 0 0 19 143 0 0 19 143 0 0.0 0.0 0.0 0.0 22.6 0.0 0.0 0 0 0 0 0 467 0 0 827 Ada Star X 100% 35 47 152 151 35 47 152 151 0 0.0 0.0 0.0 0.0 22.0 0.0 0.0 0 0 0 0 0 454 0 0 828 Ada Star X 100% 12 127 79 541 12 127 79 541 0 0.0 261.8 0.0 0.0 0.0 0.0 58.6 0 0 785 0 0 0 0 714 829 Ada Star X 100% 26 630 23 243 26 630 23 243 0 0.0 158.4 15.3 0.0 0.0 26.1 0.0 0 0 475 123 0 0 539 0 830 Ada Star X 100% 31 718 77 535 31 718 77 535 0 0.0 110.4 0.0 0.0 43.0 0.0 88.2 0 0 331 0 0 888 0 1,076 831 Ada Star X 100% 451 515 156 331 451 515 156 331 0 0.0 170.8 0.0 5.2 64.0 41.1 0.0 0 0 512 0 84 1,322 848 0 832 Ada Star X 100% 370 878 83 81 370 878 83 81 0 0.0 266.4 8.6 0.0 42.0 18.9 0.0 0 0 799 69 0 868 390 0 833 Ada Star X 100% 62 77 171 211 62 77 171 211 0 0.0 0.0 14.8 0.0 38.5 27.4 0.0 0 0 0 119 0 795 566 0 834 Ada Star X 100% 8 435 15 61 8 435 15 61 0 0.0 295.4 0.0 0.0 48.6 56.7 0.0 0 0 886 0 0 1,003 1,171 0 835 Ada Star X 100% 7 401 11 31 7 401 11 31 0 0.0 29.7 0.0 0.0 110.2 16.9 0.0 0 0 89 0 0 2,275 349 0 836 Ada Star X 100% 7 14 0 0 7 14 0 0 0 0.0 34.4 0.0 0.0 0.0 119.4 0.0 0 0 103 0 0 0 2,465 0 837 Ada Meridian and Star X 25% 22 66 14 14 6 17 4 4 0 0.0 0.0 0.0 0.0 0.0 235.9 0.0 0 0 0 0 0 0 4,870 0 839 Ada Star X 100% 11 858 12 66 11 858 12 66 0 0.0 334.8 0.0 0.0 63.9 253.4 0.0 0 0 1,004 0 0 1,320 5,233 0 840 Ada Star X 100% 12 50 10 51 12 50 10 51 0 0.0 44.7 0.0 0.0 298.8 10.5 0.0 0 0 134 0 0 6,170 217 0 858 Ada Meridian X 100% 8 21 20 164 8 21 20 164 0 0.0 79.9 0.0 0.0 119.4 40.8 0.0 0 0 240 0 0 2,465 843 0 861 Ada Meridian X 50% 5 97 12 90 3 49 6 45 0 0.0 0.0 0.0 0.0 76.9 0.0 0.0 0 0 0 0 0 1,589 0 0 876 Ada Meridian X 50% 11 12 24 22 6 6 12 11 0 0.0 120.0 0.0 0.0 79.5 115.1 0.0 0 0 360 0 0 1,642 2,376 0 2091 Canyon Middleton X 100% 17 60 2 5 17 60 2 5 0 0.0 455.5 106.3 0.0 44.4 0.0 0.0 0 0 1,367 851 0 917 0 0 2092 Canyon Middleton X 100% 79 133 43 63 79 133 43 63 0 278.7 864.5 0.0 0.0 33.6 196.9 0.0 0 92 2,593 0 0 694 4,066 0 2102 Canyon Middleton X 100% 41 42 6 15 41 42 6 15 0 0.0 202.4 253.5 0.0 49.4 0.0 0.0 0 0 607 2,028 0 1,021 0 0 2103 Canyon Middleton X 100% 40 56 25 25 40 56 25 25 0 0.0 134.3 366.9 0.0 38.6 164.8 0.0 0 0 403 2,935 0 797 3,402 0 2104 Canyon Middleton X 100% 125 149 42 51 125 149 42 51 0 0.0 859.0 0.0 0.0 3.7 0.0 0.0 0 0 2,577 0 0 75 0 0 2117 Canyon Canyon County X 50% 56 80 13 14 28 40 7 7 0 107.1 188.7 0.0 0.0 3.7 0.0 0.0 0 35 566 0 0 75 0 0 2118 Canyon Canyon County X 50% 49 62 11 13 25 31 6 7 0 0.0 316.3 0.0 0.0 3.7 0.0 0.0 0 0 949 0 0 75 0 0 2119 Canyon Middleton X 100% 85 91 20 23 85 91 20 23 0 0.0 871.4 0.0 0.0 3.7 0.0 0.0 0 0 2,614 0 0 75 0 0 2123 Canyon Middleton X 100% 45 48 20 21 45 48 20 21 0 0.0 422.1 0.0 0.0 3.7 0.0 0.0 0 0 1,266 0 0 75 0 0 2124 Canyon Canyon County X 35% 57 64 4 4 20 22 1 1 0 0.0 312.7 0.0 0.0 7.3 0.0 0.0 0 0 938 0 0 151 0 0 2130 Canyon Middleton X 100% 109 115 17 20 109 115 17 20 0 500.1 271.2 0.0 0.0 3.7 0.0 0.0 0 165 814 0 0 75 0 0 2145 Canyon Middleton X 100% 211 211 88 105 211 211 88 105 0 365.4 324.8 0.0 0.0 38.2 11.2 0.0 0 121 974 0 0 788 230 0 2211 Canyon Caldwell X 14% 9 12 13 13 1 2 2 2 26.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 0 0 0 0 0 0 0 2227 Canyon Caldwell X 33% 9 509 4 4 3 168 1 1 180.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 36 0 0 0 0 0 0 0 2438 Canyon Nampa X 100% 15 23 13 13 15 23 13 13 838.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 168 0 0 0 0 0 0 0 48 14 4,936 15,271 2,509 7,193 4,662 12,651 2,286 6,239 1,046.0 1,774.7 11,321.3 1,070.4 13.2 1,550.8 1,956.0 227.5 209 586 33,964 8,563 212 32,021 40,386 2,775 = 18,000 13,510,800 17,040,375 1,981,873 sq ft 140,000 sq ft @ 2040 7.1% 196 emp @ 2040 emp @ 2040 Full Build-out of 2040 Planning Area ACRES by Land Use 18,959.9 DEMOGRAPHICS by Land Use COMPASS Adjusted for % Fill Households Employment Star TAZ Attribute Table TOTAL Households Employment COMPASS Impact Area COUNTY TAZ ID Star 2040 Planning Area 2040-affected Traffic Analysis Zones 8.6% 6,257 6,453 Full Build-out of 2040 Planning Area Households Employees 43,533 75,181 41.3% Star 2040 Full 2,640,000 Attachments - Page 16 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- STUMP LANE RIVER RANCH SUBDIVISION McMILLAN ROAD HIGHWAY 20/26 (CHINDEN BVLD) JOPLIN ROAD HIGHWAY 44 CAN-ADA ROAD BLESSINGER ROAD KINGSBURY ROAD LANSING HIGHWAY 16 PLUMMER ROAD STAR ROAD FLOATING FEATHER ROAD FOOTHILLS ROAD GALLOWAY ROAD PURPLE SAGE ROAD EDNA LANE BLESSINGER ROAD CHAPARRAL ROAD BEACON LIGHT ROAD PALMER ROAD T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 05 T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 0 5 CITY OF STAR LEGEND FIREBIRD RACEWAY 4/24/19 LOS D OR BETTER LOS E LOS F EXISTING TRAFFIC VOLUMES & LEVEL OF SERVICE DAILY TRAFFIC VOLUMES 0 - 5,000 5,100 - 10,000 15,100 - 20,000 20,100 - + 10,100 - 15,000 POTENTIAL CONNECTION TO INTERSTATE 84 (GOODSON ROAD) PLANNED LIMITED ACCESS HIGHWAY TO INTERSTATE 84 (CONSTRUCTION UNFUNDED) FRANKLIN ROAD CONNECTION TO INTERSTATE 84 POTENTIAL RIVER CROSSING PURPLE SAGE/ BEACON LIGHT CONNECTION TO OCCUR THROUGH DEVELOPMENT Attachments - Page 17 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- STUMP LANE RIVER RANCH SUBDIVISION McMILLAN ROAD HIGHWAY 20/26 (CHINDEN BLVD) JOPLIN ROAD HIGHWAY 44 CAN-ADA ROAD BLESSINGER ROAD KINGSBURY ROAD LANSING HIGHWAY 16 PLUMMER ROAD STAR ROAD FLOATING FEATHER ROAD FOOTHILLS ROAD GALLOWAY ROAD PURPLE SAGE ROAD EDNA LANE BLESSINGER ROAD CHAPARRAL ROAD BEACON LIGHT ROAD PALMER ROAD 2040 TRAFFIC VOLUMES & LEVEL OF SERVICE T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 05 T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 0 5 CITY OF STAR LEGEND FIREBIRD RACEWAY 4/24/19 PROGRAMMED CAPACITY IMPROVEMENTS ROAD SEGMENT IMPROVEMENT 1 SH-44 STAR RD TO SH-16 ADDING 2 LANES 2 FLOATING FEATHER RD STAR RD TO PLUMMER RD ADDING 1 LANE 3 FLOATING FEATHER RD PLUMMER TO PALMER RD NEW 3 LANE ROAD 4 SH-44 SH-16 TO LINDER RD ADDING 2 LANES 5 STAR RD SH-44 TO US 20/26 ADDING 3 LANES 6 US-20/26 STAR RD TO SH-16 ADDING 2 LANES 7 SH-16 SH-44 TO I-84 GRADE SEPARATIONS LOS D OR BETTER LOS E LOS F 3 2 4 1 5 7 6 DAILY TRAFFIC VOLUMES 0 - 5,000 5,100 - 10,000 15,100 - 20,000 20,100 - 30,000 10,100 - 15,000 30,100 - + POTENTIAL CONNECTION TO INTERSTATE 84 (GOODSON ROAD) PLANNED LIMITED ACCESS HIGHWAY TO INTERSTATE 84 (CONSTRUCTION UNFUNDED) FRANKLIN ROAD CONNECTION TO INTERSTATE 84 POTENTIAL RIVER CROSSING PURPLE SAGE/ BEACON LIGHT CONNECTION TO OCCUR THROUGH DEVELOPMENT Attachments - Page 18 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- STUMP LANE RIVER RANCH SUBDIVISION McMILLAN ROAD HIGHWAY 20/26 (CHINDEN BLVD) JOPLIN ROAD HIGHWAY 44 CAN-ADA ROAD BLESSINGER ROAD KINGSBURY ROAD LANSING HIGHWAY 16 PLUMMER ROAD STAR ROAD FLOATING FEATHER ROAD FOOTHILLS ROAD GALLOWAY ROAD PURPLE SAGE ROAD EDNA LANE BLESSINGER ROAD CHAPARRAL ROAD BEACON LIGHT ROAD PALMER ROAD 2040 TRAFFIC & LOS - REVISED DEMOGRAPHICS T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 05 T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 0 5 CITY OF STAR LEGEND FIREBIRD RACEWAY 4/24/19 PROGRAMMED CAPACITY IMPROVEMENTS ROAD SEGMENT IMPROVEMENT 1 SH-44 STAR RD TO SH-16 ADDING 2 LANES 2 FLOATING FEATHER RD STAR RD TO PLUMMER RD ADDING 1 LANE 3 FLOATING FEATHER RD PLUMMER TO PALMER RD NEW 3 LANE ROAD 4 SH-44 SH-16 TO LINDER RD ADDING 2 LANES 5 STAR RD SH-44 TO US 20/26 ADDING 3 LANES 6 US-20/26 STAR RD TO SH-16 ADDING 2 LANES 7 SH-16 SH-44 TO I-84 GRADE SEPARATIONS LOS D OR BETTER LOS E LOS F 3 2 4 1 5 7 6 DAILY TRAFFIC VOLUMES 0 - 5,000 5,100 - 10,000 15,100 - 20,000 20,100 - 30,000 10,100 - 15,000 30,100 - + POTENTIAL CONNECTION TO INTERSTATE 84 (GOODSON ROAD) PLANNED LIMITED ACCESS HIGHWAY TO INTERSTATE 84 (CONSTRUCTION UNFUNDED) FRANKLIN ROAD CONNECTION TO INTERSTATE 84 POTENTIAL RIVER CROSSING PURPLE SAGE/ BEACON LIGHT CONNECTION TO OCCUR THROUGH DEVELOPMENT Attachments - Page 19 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C ---PAGE BREAK--- STUMP LANE RIVER RANCH SUBDIVISION McMILLAN ROAD HIGHWAY 20/26 (CHINDEN BVLD) JOPLIN ROAD HIGHWAY 44 CAN-ADA ROAD BLESSINGER ROAD KINGSBURY ROAD LANSING HIGHWAY 16 PLUMMER ROAD STAR ROAD FLOATING FEATHER ROAD FOOTHILLS ROAD GALLOWAY ROAD PURPLE SAGE ROAD EDNA LANE BLESSINGER ROAD CHAPARRAL ROAD BEACON LIGHT ROAD PALMER ROAD J:\203010.274 Star Mapping\c_DESN\_CAD\PLANS\PROPOSED SOLUTIONS MAP.dwg Apr 24, 2019 - 3:07pm PROPOSED SOLUTIONS MAP T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 05 T H E S E A L O F T H E C I T Y O F S T A R I D A H O I N CO RP OR A TE D 19 0 5 CITY OF STAR LEGEND FIREBIRD RACEWAY 4/24/19 PLANNED WORK POSSIBLE SOLUTIONS TO ACHIEVE ACCEPTABLE LOS PLANNED INTERCHANGE PLANNED CONTINUOUS-FLOW INTERSECTION (CFI) FUTURE LOS F SEGMENTS (NO BUILD + PROGRAMMED PROJECTS) FUTURE LOS E (NO BUILD + PROGRAMMED PROJECTS) FUTURE LOS E SEGMENT WITH PROPOSED ROADWAY ALIGNMENT (NO BUILD + PROGRAMMED PROJECTS) WIDEN TO 4 LANES (I5YWP) ADD INTERCHANGES AT SH-44 AND US 20/26 (ITD) WIDEN TO 4 LANES (I5YWP) WIDEN TO 4 LANES (I5YWP) WIDEN TO 7 LANES (SH-16 EXTENSION OR KINSGURY RIVER CROSSING MAY REDUCE VOLUME) WIDEN TO 4 LANES (I5YWP) WIDEN TO 5 LANES OR A REDUCTION IN ADJACENT HIGH DENSITY HOUSING (-600 HOMES) AS MODIFIED ON 3-21-19 LAND USE MAP WIDEN TO 3 LANES (I5YWP) WIDEN TO 5 LANES WIDEN TO 5 LANES WIDEN TO 4 OR 5 LANES (SH-44 CORRIDOR STUDY) WIDEN TO 3 LANES (I5YWP) WIDEN TO 5 LANES WIDEN TO 3 LANES (I5YWP) WIDEN TO 5 LANES WIDEN TO 5 LANES WIDEN TO 3 LANES (I5YWP) EXPRESSWAY (FUNCTIONAL CLASS MAP) WIDEN TO 5 LANES (ALTERNATIVE TO STAR RD WIDENING) POTENTIAL CONNECTION TO INTERSTATE 84 (GOODSON ROAD) PLANNED LIMITED ACCESS HIGHWAY TO INTERSTATE 84 (CONSTRUCTION UNFUNDED) FRANKLIN ROAD CONNECTION TO INTERSTATE 84 POTENTIAL RIVER CROSSING PURPLE SAGE/ BEACON LIGHT CONNECTION TO OCCUR THROUGH DEVELOPMENT Attachments - Page 20 DocuSign Envelope ID: 3B685038-2BBF-4DFB-8525-5999116A1D3C