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I5. CUP - Owl View LandingPlanning Department ' \ 201 1"Avenue East CITY OF Kalispell, MT 59901 KALISPELL Phone: 06) 58-77940 39 Fax: (406) 758-7739 www.kalispell.com/planning REPORT TO: Doug Russell, City Manager FROM: PJ Sorensen, Senior Planner SUBJECT: KCU-20-01 — Owl View Landing Conditional Use Permit MEETING DATE: April 6, 2020 BACKGROUND: This proposal is a request from Owl Corporation for a conditional use permit for multi -family apartments within the RA-2 Zoning District. Multi -family apartments are allowed within the RA-2 (Residential Apartment/Office) Zoning District provided a conditional use permit is obtained per Section 27.10.030 of the Kalispell Zoning Ordinance. The project is an extension of the existing 40-unit multi -family development which was recently completed by the applicant. The new project would contain ten buildings with a total of 120 dwelling units as well as a clubhouse facility within one of the buildings. The project includes the continued extension of Sawyer Lane to the west from Taelor Road, which will provide access to the development. The property is located at the west end of Sawyer Lane near Westview Estates and Owl View Subdivisions. The full property can be legally described as Tract 5+ of Section 25, Township 29 North, Range 22 West, P.M.M., Flathead County, Montana, although only a portion of the property is part of the development with the majority constituting additional phases of Westview Estates. The Kalispell Planning Board held a duly noticed public hearing on March 10, 2020, to consider the CUP request. Staff presented staff report KCU-20-01 providing details of the proposal and evaluation. Staff recommended that the Planning Board adopt the staff report as findings of fact, and recommend to the Council that the request be granted and further recommended that condition 12 relating to a right-of-way dedication be eliminated as MDOT has indicated that dedication is no longer needed. There was one neighbor who spoke at the public hearing. The public hearing was closed and a motion was presented to adopt staff report KCU-20-01 as findings of fact and recommend to the Kalispell City Council that the conditional use permit be granted. The Board amended the motion to remove condition 12. Board discussion concluded that the request was appropriate, and the motion passed unanimously on roll call vote. RECOMMENDATION: It is recommended that the Kalispell City Council approve a request from Owl Corporation for Conditional Use Permit KCU-20-01, a conditional use permit for a multi -family development with thirteen (13) conditions of approval within the RA-2 Zoning District, located on the west end of Sayer Lane and which can be legally described as Tract 5+ of Section 25, Township 29 North, Range 22 West, P.M.M., Flathead County, Montana. FISCAL EFFECTS: There are no anticipated fiscal impacts at this time. ALTERNATIVES: Deny the request. ATTACHMENTS: Conditional Use Permit Letter March 10, 2020, Kalispell Planning Board Minutes Staff Report Application Materials & Maps Aimee Brunckhorst, Kalispell City Clerk Retum to: Kalispell City Clerk PO Box 1997 Kalispell, MT 59903 City of Kalispell P. O. Box 1997 Kalispell, Montana 59903-1997 GRANT OF CONDITIONAL USE APPLICANT: Owl Corporation 500 Palmer Drive Kalispell, MT 59901 LEGAL DESCRIPTION: Tract 5+ of Section 25, Township 29 North, Range 22 West, Flathead County, Montana ZONE: RA-2, Residential Apartment/Office The applicant has applied to the City of Kalispell for a conditional use permit to allow the construction of ten (10) 12-unit apartment buildings, including a clubhouse facility, located on the west end of Sawyer Lane within the Westview Estates Subdivision. The Kalispell City Planning Board and Zoning Commission, after due and proper notice, on March 10, 2020, held a public hearing on the application, took public comment and recommended that the application be approved subject to thirteen (13) conditions. After reviewing the application, the record, the Kalispell Planning Department report, and after duly considering the matter, the City Council of the City of Kalispell, pursuant to the Kalispell Zoning Ordinance, hereby adopts Kalispell Planning Department Conditional Use Report #KCU-20- 01 as the Council's findings of fact, and issues and grants to the above -described real property a conditional use permit to allow the construction of ten (10)12-unit apartment buildings, including a clubhouse facility, in the RA-2, Residential Apartment/Office zoning district, subject to the following conditions: That commencement of the approved activity must begin within 18 months from the date of authorization or that a continuous good faith effort is made to bring the project to completion. 2. That the development of the site shall be in substantial conformance with the submitted application and architectural/site plan drawings. 3. Prior to commencement of any development of the site, appropriate plans shall be submitted to the City for review and approval, including, but not limited to, approval by the Site Review Committee. 4. Architectural renderings are required to be submitted to the Kalispell Architectural Review Committee for review and approval prior to issuance of a building permit. 5. To ensure the traffic flow and access comply with Kalispell Design and Construction Standards, the development shall receive Site Review Committee approval prior to issuance of the building permit. 6. To ensure the property is fully landscaped and is compatible with the surrounding neighborhood, a landscape plan shall be submitted along with the building permit. The landscape plan shall be in substantial compliance with the submitted renderings and approved by the Parks and Recreation Director prior to issuance of the building permit. 7. A minimum of 500 square feet of land per unit which has recreational value as determined by the Kalispell Parks and Recreation Director, or recreational amenities equivalent to the fair market value of 500 square feet of land shall be provided. 8. The developer shall submit to the Kalispell Public Works Department for review and approval a storm water report and an engineered drainage plan that meets the requirements of the City of Kalispell Standards for Design and Construction. 9. The developer shall submit water and sanitary sewer plans, applicable specifications, and design reports to the Kalispell Public Works Department with approval prior to construction. Services or mains shall not be extended under any perimeter walls (e.g. along Old Reserve Drive or Stillwater Road). 10. The developer shall submit to the Kalispell Public Works Department prior to construction an erosion/sediment control plan for review and approval and a copy of all documents submitted to Montana Department of Environmental Quality for the General Permit for Storm water Discharge Associated with Construction Activities. 11. Prior to issuing a building permit, a letter from the US Postal Service shall be included stating the Service has reviewed and approved of the design and location of the mail delivery site. The mail delivery site shall be installed or bonded for prior to final plat. In addition, the mail delivery site and improvements shall also be included in the preliminary and final engineering plans to be reviewed by the Public Works Department. The mail delivery site shall not impact a sidewalk or proposed boulevard area. 12. The eastern half of Stillwater Road shall be upgraded to urban collector standards and shall be designed to meet the City of Kalispell Standards for Design and Construction. 13. Phasing of the extension of Sawyer Lane and improvements to Stillwater Road shall proceed as follows unless modified with the consent of the Site Review Committee: Phase 1: The first extension of Sawyer Lane would go from the existing west end to approximately the curve near Building 4. Buildings 1 and 2 may begin construction prior to the extension, although it would need to be completed prior to completing construction on Building 2. Buildings 3, 4, and 7 could also be constructed once this phase is completed. Dedication of Sawyer Lane and the additional ten feet of right-of-way for Old Reserve Drive shall be accomplished prior to acceptance of the improvements for Phase 1 or additional phases of the road extension. Phase 2: The second extension would go to the intersection with Rex's Road. Buildings 5, 6, and 8 could be constructed once this phase is completed. Phase 3: The final extension of Sawyer Lane connecting to Stillwater Road would also include the required improvements to Stillwater. After this phase is completed, Buildings 9 and 10 could be constructed. Dated this 6th day of April, 2020. STATE OF MONTANA ) ss County of Flathead ) Mark Johnson Mayor On this day of , 2020 before me, a Notary Public, personally appeared Mark Johnson, Mayor of the City of Kalispell, known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same on behalf of the City of Kalispell. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal, the day and year first above written. Notary Public, State of Montana KALISPELL CITY PLANNING BOARD & ZONING COMMISSION MINUTES OF REGULAR MEETING March 10, 2020 CALL TO ORDER AND ROLL CALL The regular meeting of the Kalispell City Planning Board and Zoning Commission was called to order at 6:00 p.m. Board members present were Chad Graham, Kurt Vomfell, Rory Young, Doug Kauffman, Ronalee Skees, George Giavasis and Joshua Borgardt was absent. Jarod Nygren represented the Kalispell Planning Department. APPROVAL OF MINUTES Vomfell moved and Kauffman seconded a motion to approve the minutes of the February 11, 2020 meeting of the Kalispell City Planning Board and Zoning Commission. VOTE BY ACCLAMATION The motion passed unanimously on a vote of acclamation. HEAR THE PUBLIC None. KCU-20-01— OWL CORPORATION — File #KCU-20-01 - A request from Owl Corporation for a conditional CONDITIONAL USE PERMIT use permit to allow a multi -family development as a second phase of an existing multi -family development. The project would contain ten buildings with a total of 120 dwelling units. The property is located on the west end of Sawyer Lane/Owl View Subdivision near West View Estates and is located in an RA-2 (Residential Apartment/Office) zone. STAFF REPORT Jarod Nygren representing the Kalispell Planning Department reviewed Staff Report # KCU-20-01. Nygren presented the project location, surrounding land uses, existing zoning, City services and Growth Policy. Nygren recommended to the board that they strike condition # 12. Nygren went on to explain the condition was based off the preliminary plat of Westview, completed back in 2003. Since that time Old Reserve was improved, so the additional 10-foot right-of-way is not needed now. Staff recommends that the Kalispell City Planning Board and Zoning Commission adopt Staff Report #KCU-20-01 as findings of fact and recommend to the Kalispell City Council that the conditional use permit be approved subject to the conditions (removing 12) listed in the staff report. BOARD DISCUSSION Graham asked if the impact fees go towards the placement of sewer and water utilities in this development. Nygren advised that any water and sewer extensions that are provided to this development will be paid for by the developer, roads included. PUBLIC HEARING Dan Stetler — 228 Rosewood, speaking on behalf of his sister Cheryl Main who lives at 128 All Loop 996 — she is concerned with a 3-story building height, increased traffic & congestion as well as pedestrian traffic increase on walking trail by her house. MOTION Vomfell moved and Giavasis seconded a motion that the Kalispell City Planning Board and Zoning Commission adopt Staff Report #KCU-20-01 Kalispell City Planning Board Minutes of the meeting of March 10, 2020 Pagel as findings of fact and recommend to the Kalispell City Council that the conditional use permit be approved subject to the conditions in the staff report. BOARD DISCUSSION Vomfell asked for clarification of recommendation to strike condition # 12. Nygren advised because the Right of Way had already been acquired with the earlier improvements of Old Reserve. Nygren also clarified the project boundary in relation to the public comment received. MOTION — STRIKE CONDITION #12 Skees moved and Vomfell seconded a motion that the Kalispell City Planning Board and Zoning Commission amend Staff Report #KCU-20- 01 by striking condition #12 from the conditions of approval listed in the staff report. BOARD DISCUSSION — AMENDED None. MOTION ROLL CALL — AMENDED MOTION Motion passed unanimously on a roll call vote. BOARD DISCUSSION — ORIGINAL Motion passed unanimously on a roll call vote. MOTION ROLL CALL — ORIGINAL MOTION Motion passed unanimously on a roll call vote. BOARD MEMBER SEATED Doug Kauffman recused himself from KCU-20-02 because he is a representative for the applicant. KCU-20-02 — THE MERIDIAN File #KCU-20-02 — A request from The Meridian Apartments, LLC for a APTS — CONDITIONAL USE conditional use permit to allow a multi -family development with four PERMIT building and a clubhouse, with a total of 144 dwelling units. The property is located at 41 Meridian Court in a B-1 (Neighborhood Business) zone. STAFF REPORT Jarod Nygren representing the Kalispell Planning Department reviewed Staff Report # KCU-20-02. Nygren noted the new site plan submitted after the original submittal. Nygren presented the project location, surrounding land uses, existing zoning, City services and Growth Policy. Staff recommends that the Kalispell City Planning Board and Zoning Commission adopt Staff Report #KCU-20-02 as findings of fact and recommend to the Kalispell City Council that the conditional use permit be approved subject to the conditions listed in the staff report. BOARD DISCUSSION Graham asked for clarification on new vs. old site plan. Nygren advised that the new site plan gives the current homeowners to the south more space than the previous site plan. PUBLIC HEARING Doug Peppmeier — TD&H Engineering — representative for applicant — offered to answer any questions and noted that the driving force behind the new site plan design was from the public comments and concerns they have received. Kalispell City Planning Board Minutes of the meeting of March 10, 2020 Page 12 MOTION Vomfell moved and Skees seconded a motion that the Kalispell City Planning Board and Zoning Commission adopt Staff Report #KCU-20-02 as findings of fact and recommend to the Kalispell City Council that the conditional use permit be approved subject to the conditions listed in the staff report. BOARD DISCUSSION None. ROLL CALL Motion passed unanimously on a roll call vote. BOARD MEMBER RE -SEATED Kauffman re -seated BOARD MEMBER SEATED Young recused himself from KPP-19-04 because he is a representative for the applicant KPP-19-04 — KNTC PHASE 3&4 — File #KPP-19-04— A request from Eagle Valley Ranch Apartments, LLC PRELIMINARY PLAT and Stillwater Corporation for major subdivision approval of Kalispell North Town Center, Phases 3 and 4. The subdivision is located within Kalispell North Town Center and is generally located east of Kalispell Ford, east of the Kalispell Armory, west of Jefferson Boulevard and north of Lincoln Street. STAFF REPORT Jarod Nygren representing the Kalispell Planning Department reviewed Staff Report # KPP-19-04. Nygren presented the project location, surrounding land uses, existing zoning, City services and Growth Policy. Staff recommends that the Kalispell City Planning Board and Zoning Commission adopt staff report #KPP-19-04 as findings of fact and recommend to the Kalispell City Council that the preliminary plat Kalispell North Town Center — Phases 3 and 4 be approved, subject to the conditions listed in the staff report. BOARD DISCUSSION None. PUBLIC HEARING Rory Young- Jackola Engineering — representative for applicant — noted that he has spoken with staff regarding some concerns with condition 919 & #20 in the staff report and asked the board to consider changing some verbiage in them. MOTION - ORIGINAL Kauffman moved and Giavasis seconded a motion that the Kalispell City Planning Board and Zoning Commission adopt staff report #KPP-19-04 as findings of fact and recommend to the Kalispell City Council that the preliminary plat Kalispell North Town Center — Phases 3 and 4 be approved, subject to the conditions listed in the staff report. BOARD DISCUSSION Discussed some minor language changes in conditions 919 & 920. MOTION — AMEND CONDITION #19 Skees moved and Vomfell seconded a motion that the Kalispell City Planning Board and Zoning Commission amend Staff Report #KPP-19- 04 by amending condition #19 to state the trail crossings at Lincoln Street, Cascade Loop and Jefferson Boulevard are permitted as agreed upon by Public Works. Kalispell City Planning Board Minutes of the meeting of March 10, 2020 Page13 BOARD DISCUSSION None. ROLL CALL Motion passed unanimously on a roll call vote. MOTION — AMEND CONDITION #20 Skees moved and Kauffman seconded a motion that the Kalispell City Planning Board and Zoning Commission, amend Staff Report #KPP-19- 04 by amending condition #20 to state Lots 8, 9, and 10 shall only gain access as approved by Public Works. BOARD DISCUSSION None. ROLL CALL Motion passed unanimously on a roll call vote. BOARD DISCUSSION — MAIN MOTION None. ROLL CALL — MAIN MOTION Motion passed unanimously on a roll call vote. BOARD MEMBER RE -SEATED Young re -seated. OLD BUSINESS None. NEW BUSINESS The new Planner II position has been filled; new hire will start April 6'. May be looking to do a work session in April on the pedestrian plan. ADJOURNMENT The meeting adjourned at approximately 7:02pm. NEXT MEETING The next meeting of the Kalispell Planning Board will be on Tuesday, April 14, 2020 at 6:00 p.m. and is in the Kalispell City Council Chambers, 201 1st Ave East. Chad Graham President APPROVED as submitted/amended: Kari Hernandez Recording Secretary Kalispell City Planning Board Minutes of the meeting of March 10, 2020 Page 14 OWL VIEW LANDING REQUEST FOR A CONDITIONAL USE PERMIT KALISPELL PLANNING DEPARTMENT STAFF REPORT #KCU-20-01 March 4, 2020 This is a report to the Kalispell City Planning Board and Kalispell City Council regarding a request for a conditional use permit for multi -family residential within the RA-2 (Residential Apartment/Office) Zoning District. A public hearing on this matter has been scheduled before the Planning Board for March 10, 2020, beginning at 6:00 PM, in the Kalispell City Council Chambers. The Planning Board will forward a recommendation to the Kalispell City Council for final action. A. BACKGROUND INFORMATION: Owner: Owl Corporation 500 Palmer Drive Kalispell, MT 59901 Summary of Request: This proposal is a request from Owl Corporation for a conditional use permit for multi -family apartments within the RA-2 Zoning District. Multi -family apartments are allowed within the RA-2 (Residential Apartment/ Office) Zoning District provided a conditional use permit is obtained per Section 27.10.030 of the Kalispell Zoning Ordinance. The project is an extension of the existing 40-unit multi -family development which was recently completed by the applicant. The new project would contain ten buildings with a total of 120 dwelling units as well as a clubhouse facility within one of the buildings. The project includes the continued extension of Sawyer Lane to the west from Taelor Road, which will provide access to the development. Location: The property is located at the west end of Sawyer Lane near Westview Estates and Owl View Subdivisions. The full property can be legally described as Tract 5+ of Section 25, Township 29 North, Range 22 West, P.M.M., Flathead County, Montana, although only a portion of the property is part of the development with the majority constituting additional phases of Westview Estates. Size: The actual property area contains approximately 8.0 acres on the southern portion of the described property. Existing Land Use and Zoning: The subject property is currently undeveloped grasslands and adjacent to the Westview Estates and Owl View Subdivisions. The subject property is located within the RA-2 (Residential Apartment/Office) Zoning District. The RA-2 Zoning District is described as follows: "A district to provide areas for residential development including multi- family housing and compatible non-residential uses of high land use intensity. The district would typically serve as a buffer zone between other commercial districts and adjacent residential areas. The location of this district depends on proximity to major streets, arterials, and business districts. This district shall be located within or adjacent to business corridors, shopping islands or the Central Business District. The zoning district would typically be found in areas designated as urban mixed use, high density residential and commercial on the Kalispell Growth Policy Future Land Use Map." Kaispell Zoning Exhibit - Feb 20th, 2020 ® subject Pmpeny Zoning c erdd IJgN a Meaty Indus - HealUl Care ReNaenfalFroie Wl MR ReNaen,al Two Family ReslQer I. "amlly Res We _ RE depUlhpafMen6Qnr Date: Jan 291h, 2GM FMePath: J1.2d Gl dt — a Vw It KaNspeli Pfanning Dept. Adjacent Zoning: West: County AG-80 North: City R-3 East: City R-3 South: R-5/PUD Adjacent Land Uses: West: Vacant land North: Single-family residences and vacant single-family lots East: Multi -family residential development (The proposed project is an extension of the existing development) South: Old Reserve Drive and Glacier High School Relation to the Growth Policy: The Growth Policy Future Land Use Map designates the property as High Density Residential. Such a designation anticipates high density residential up to 40 dwelling units and acre and low - intensity commercial, particularly when located near schools and urban arterials. The property is located across the street from Glacier High School and has access from Old Reserve Drive, an urban arterial. The proposed development FA is about 15 dwelling units per acre, well below the maximum density requirement. The City of Kalispell Growth Policy Plan -It 2035, Chapter 4A on Housing, encourages a variety of residential development that provides housing for all sectors and income levels within the community. Additionally, infill development is encouraged to lessen impacts on sensitive lands and provides additional housing opportunities where services are available. City services including sewer, water and streets are in the vicinity and available to the subject property. Utilities/Services: Sewer service: Water service: Solid Waste: Electric: Phone: Police: Fire: Schools: B. EVALUATION OF THE REQUEST City of Kalispell City of Kalispell Evergreen Disposal Flathead Electric Cooperative CenturyLink City of Kalispell City of Kalispell School District #5, Kalispell This application has been reviewed in accordance with the conditional use review criteria in the Kalispell Zoning Ordinance. A conditional use permit may be granted only if the proposal, as submitted, conforms to all of the following general conditional use permit criteria, as well as to all other applicable criteria that may be requested: .�:.. N..� ro�dzuonsi usr rorr,.rt Far I � I - - OWL VIEW PHASE 2 La Le d & _ R.aaAF.-.Y..W. C7PY or EAL5FE FLJMEw cou=' ma�ANF .r.. _------ -_ _ r . � I II IVIIIII nl� Y 3 1. Site Suitability: a. Adequate Useable Space: The project area is approximately 8.0 acres. The entire project site is flat with no impediments leaving the entire site developable. b. Height, bulk and location of the building: The proposed twelve-plex multi -family buildings are designed to break up both horizontal and vertical planes. The roof heights of the 3-story structures vary from 30 to 43 feet. This allows gable and hip roofs to compliment the neighboring residential structures to visually reduce the perceived bulk of the structure. The maximum height within the RA-2 Zoning District is 45 feet, so the maximum height of the proposed buildings is below the permitted height. The project site is adjacent to existing two-story multi -family buildings to the east which provide a visual transition to this project. The multi -family buildings are staggered on the 8-acre site to provide for pockets of open space, create visual interest from the street view, and respect the residential character of the neighborhood. C. Adequate Access: The development site is located along Sawyer Lane, west of Taelor Road and north of Old Reserve Drive. Sawyer Lane will be improved westerly and will extend to Stillwater Road to the west with a new approach approximately 500 feet north of Old Reserve Drive. Taelor Road and Old Reserve Drive leading to Sawyer Lane are both improved roads that meet city standards and provide adequate access to the greater transportation system. The two main frontages of the project site are Old Reserve Drive and Stillwater Road. The right-of-way for Old Reserve Drive is currently too narrow for anticipated future improvements. The existing phase of this project included a ten foot dedication for additional right-of- way adjacent to that phase and the same should be included along the entire frontage for continuity. The dedication should be included with the dedication of Sawyer Lane (the first dedication if dedicated in segments). Stillwater Road needs to be upgraded to urban collector standards, which would include, but not necessarily be limited to, additional pavement width, curb, gutter, sidewalks, and street lights. These improvements would need to be completed as part of the street phasing plan for the project. The specific timing of the extension of Sawyer Lane depends in large 4 part upon the construction of the buildings in relation to both general access requirements (for example, dead ends of 1000 feet or more are not allowed) and fire access requirements. The current phasing plan has the road extension occurring in three phases with the connection being completed with the third road phase of the project. Each phase may require a temporary cul-de-sac or other provisions for fire access. Phase 1: The first extension of Sawyer Lane would go from the existing west end to approximately the curve near Building 4. Buildings 1 and 2 may begin construction prior to the extension, although it would need to be completed prior to completing construction on Building 2. Buildings 3, 4, and 7 could also be constructed once this phase is completed. Dedication of Sawyer Lane and the additional ten feet of right-of-way for Old Reserve Drive shall be accomplished prior to acceptance of the improvements for Phase 1 or additional phases of the road extension. Phase 2: The second extension would go to the intersection with Rex's Road. Buildings 5, 6, and 8 could be constructed once this phase is completed. Phase 3: The final extension of Sawyer Lane connecting to Stillwater Road would also include the required improvements to Stillwater. After this phase is completed, Buildings 9 and 10 could be constructed. d. Environmental Constraints: There are no known environmental constraints, such as steep slopes, streams, floodplains, or wetlands on the property, which could affect the proposed use. 2. Appropriate Design: a. Parking Scheme/ Loading Areas: The off-street parking requirement for multi -family dwelling units is 1.5 spaces for every dwelling unit. There are 120 units proposed, which would equate to 180 required parking spaces. The development provides 204 parking spaces, exceeding the minimum parking requirements. Nearly half of the parking spaces will be covered by carports. b. Lighting: Chapter 27.26 of the Kalispell Zoning Ordinance sets standards for all outdoor lighting on commercial or residential structures. Exterior lighting installed in conjunction with the development will be reviewed for compliance with the zoning ordinance during site development review. 5 C. Traffic Circulation: Sawyer Lane running through the project site will be improved to city standards westerly so that vehicular access can be achieved. Taelor Road and Old Reserve Drive leading to Sawyer Lane are both improved roads that meet city standards and provide adequate access. Phasing of the extension is included in detail in this staff report under site suitability/adequate access in the evaluation of the request. Temporary cul-de-sacs to allow for a turn- around for fire vehicles may be required as the project progresses. Private driveways meeting the minimum width requirement for multi -family will be constructed to access the parking areas for each building. d. Open Space: The development meets all of the required setbacks which are designated open space areas. The multi -family buildings are staggered within the site providing pocket open space. e. Fencing/ Screening/ Landscaping: To ensure the property is fully landscaped and is compatible with the surrounding neighborhood, a landscape plan shall be submitted along with the building permit. The landscape plan shall be approved by the Parks and Recreation Department prior to issuance of the building permit. The developer has already constructed a wall/landscape buffer along both Stillwater and Old Reserve, as well as a smaller wall to the north between the multi -family and single-family areas of the overall development. f. Signage: The development shall comply with all of the sign standards as set forth in Chapter 27.22 of the Kalispell Zoning Ordinance. It is anticipated that a sign for the development will be located near the intersection of Saywer Lane and Taelor Road. 3. Availability of Public Services/Facilities: a. Police: Police protection will be provided by the Kalispell Police Department. No unusual impacts or needs are anticipated from the project. b. Fire Protection: Fire protection will be provided by the Kalispell Fire Department. Fire hydrants will be located as required by the Fire Chief. There is adequate access to the property from the public road system and the buildings will be constructed to meet current building and fire and safety code standards. Station 62 is approximately 1 mile from the subject property giving good response time. Temporary cul- de-sacs and sufficient water availability will need to be provided for fire protection as the phased development of the project occurs. C. Water: City water is available within Sawyer Lane and would serve L the property. The developer will be required to pay the cost for the utility extensions. Services or mains shall not be extended under any perimeter walls (e.g. along Old Reserve Drive or Stillwater Road) due to difficulty in maintenance. d. Sewer: City sewer is available within Sawyer Lane and would serve the property. The developer will be required to pay the cost for the utility extensions. As with water, services or mains shall not be extended under any perimeter walls (e.g. along Old Reserve Drive or Stillwater Road) due to difficulty in maintenance. e. Storm Water Drainage: The applicant intends to construct a pond to the north of the project site. Storm water runoff from the site shall be managed and constructed per the City of Kalispell Construction and Design Standards. Final design will be approved by Kalispell Public Works Department prior to building permit issuance. Prior to receiving a building permit the developer will also need to submit a construction storm water management plan to the Public Works Department. This plan will need to show how storm water will be treated and where it will be directed during construction activities. f. Solid Waste: Solid waste pick-up will be provided by Evergreen Disposal. g. Streets: The primary street frontage is Sawyer Lane. Sawyer Lane will be extended and improved to city standards according to a phased development schedule. It will be dedicated to the City. Sawyer Lane gets its access off of Taelor Road, an improved city street that provides access to the greater City of Kalispell circulation system. h. Sidewalks: Sawyer Lane will be constructed to city standards, which will include sidewalks on both sides. Additionally, the site plan shows a network of sidewalks that connect the buildings to each other and the sidewalk system along Sawyer Lane. In addition, a sidewalk will need to be added along the eastern side of Stillwater Road from Old Reserve Drive to Sawyer Lane as part of upgrading the eastern half of Stillwater to urban collector standards. Schools: This site is within the boundaries of School District #5. An impact to the district may be anticipated from the proposed development depending on the demographics of the residents. On average 60 students K-12 would be anticipated from 120 dwelling units. j. Parks and Recreation: Section 27.34.060 of the Kalispell Zoning Ordinance requires 60,000 square feet of recreational amenities for 7 the development based off of 120 dwelling units (80,000 square feet for the total 160 dwellings units including the first phase of the multi -family development). The recreational amenity can be met with land with recreational value, equivalent value in improvements, or a combination thereof. The development plan includes a clubhouse on the ground floor of one of the buildings. A clubhouse qualifies as a recreational amenity and at the time of construction it would be evaluated for its compliance with the recreational requirement. The first phase included bonding for improvements that would likely be rolled into the current clubhouse plan and cover both phases. The Parks and Recreation Department will need to approve the plan for meeting this recreational amenity prior to building permit issuance. 4. Neighborhood impacts: a. Traffic: The multi -family project gains its primary ingress and egress from Sawyer Lane, which will be constructed to city standards for circulation and will eventually provide a connection from Taelor Road to Stillwater Road. A Traffic Impact Study was submitted that indicated that no other improvements would be required in conjunction with the development. b. Noise and Vibration: The development of the property as multi -family residential will create minimal additional noise and vibration. While almost any development of the property from vacant land will increase the amount of noise, the expected level would be consistent with residential development and would be mitigated by buffering and setbacks. C. Dust, Glare, and Heat: The use of the property as multi -family residential would not generate any unreasonable dust, glare, and heat other than during construction. d. Smoke, Fumes, Gas, or Odors: The development of the property as multi -family residential will create minimal additional smoke, fumes, gas and odors. e. Hours of Operation: As the property is for residential use, there will be no hours of operation, but there will be people residing on the premises 24-hours a day. 5. Consideration of historical use patterns and recent changes: The proposal is compatible with the immediate area, where a mix of housing types is anticipated and encouraged. The RA-2 Zoning of the project site and the High Density Residential land use designation anticipates this kind of development on the vacant land. The developer has planned for E. this type of development by constructing townhomes and smaller scale multi -family residential to the east of the project site, which act as a buffer from the single-family residences within the overall development. 6. Effects on property values: No significant negative impacts on property values are anticipated as a result of the requested conditional use of the property. It can be assumed that property values will increase since city services to the property are being added and the property is currently undeveloped. Adequate design of the project site has been incorporated to mitigate any potential impacts of the development on surrounding land uses. RECOMMENDATION The staff recommends that the Kalispell Planning Board adopt staff report #KCU- 20-01 as findings of fact and recommend to the Kalispell City Council that the conditional use permit be approved subject to the following conditions: CONDITIONS OF APPROVAL 1. That commencement of the approved activity must begin within 18 months from the date of authorization or that a continuous good faith effort is made to bring the project to completion. 2. That the development of the site shall be in substantial conformance with the submitted application and architectural/ site plan drawings. 3. Prior to commencement of any development of the site, appropriate plans shall be submitted to the City for review and approval, including, but not limited to, approval by the Site Review Committee. 4. Architectural renderings are required to be submitted to the Kalispell Architectural Review Committee for review and approval prior to issuance of a building permit. S. To ensure the traffic flow and access comply with Kalispell Design and Construction Standards, the development shall receive Site Review Committee approval prior to issuance of the building permit. 6. To ensure the property is fully landscaped and is compatible with the surrounding neighborhood, a landscape plan shall be submitted along with the building permit. The landscape plan shall be in substantial compliance with the submitted renderings and approved by the Parks and Recreation Director prior to issuance of the building permit. E 7. A minimum of 500 square feet of land per unit which has recreational value as determined by the Kalispell Parks and Recreation Director, or recreational amenities equivalent to the fair market value of 500 square feet of land shall be provided. 8. The developer shall submit to the Kalispell Public Works Department for review and approval a storm water report and an engineered drainage plan that meets the requirements of the City of Kalispell Standards for Design and Construction. 9. The developer shall submit water and sanitary sewer plans, applicable specifications, and design reports to the Kalispell Public Works Department with approval prior to construction. Services or mains shall not be extended under any perimeter walls (e.g. along Old Reserve Drive or Stillwater Road). 10. The developer shall submit to the Kalispell Public Works Department prior to construction an erosion/ sediment control plan for review and approval and a copy of all documents submitted to Montana Department of Environmental Quality for the General Permit for Storm water Discharge Associated with Construction Activities. 11. Prior to issuing a building permit, a letter from the US Postal Service shall be included stating the Service has reviewed and approved of the design and location of the mail delivery site. The mail delivery site shall be installed or bonded for prior to final plat. In addition, the mail delivery site and improvements shall also be included in the preliminary and final engineering plans to be reviewed by the Public Works Department. The mail delivery site shall not impact a sidewalk or proposed boulevard area. 12. An additional ten (10) feet of right-of-way along Old Reserve Drive shall be dedicated to the City from the west end of the dedication associated with Owl View Subdivision to the intersection with Stillwater Road. 13. The eastern half of Stillwater Road shall be upgraded to urban collector standards and shall be designed to meet the City of Kalispell Standards for Design and Construction. 14. Phasing of the extension of Sawyer Lane and improvements to Stillwater Road shall proceed as follows unless modified with the consent of the Site Review Committee: Phase 1: The first extension of Sawyer Lane would go from the existing west end to approximately the curve near Building 4. Buildings 1 and 2 may begin construction prior to the extension, 10 although it would need to be completed prior to completing construction on Building 2. Buildings 3, 4, and 7 could also be constructed once this phase is completed. Dedication of Sawyer Lane and the additional ten feet of right-of-way for Old Reserve Drive shall be accomplished prior to acceptance of the improvements for Phase 1 or additional phases of the road extension. Phase 2: The second extension would go to the intersection with Rex's Road. Buildings 5, 6, and 8 could be constructed once this phase is completed. Phase 3: The final extension of Sawyer Lane connecting to Stillwater Road would also include the required improvements to Stillwater. After this phase is completed, Buildings 9 and 10 could be constructed. 11 PLANNING FOR THE FUTURE MONTANA Planning Department 201 1st Avenue East Kalispell, MT 59901 Phone: (406) 758-7940 Fax: (406) 758-7739 www.kalispeU.com/ planning APPLICATION FOR CONDITIONAL USE PERMIT PROPOSED USE: Multi -Family Condominiums Ten Buildings with twelve units each OWNER(S) OF RECORD: Name: Owl Corporation; Attn: Ga lon Owens Mailing Address: _500 Palmer Drive City/State/Zip: Kalispell, MT 59901 Phone: 752-5666 PERSON(S) AUTHORIZED TO REPRESENT THE OWNER(S) AND TO WHOM ALL CORRESPONDENCE IS TO BE SENT: Name: _Sands Surveying, Inc; Eric Mulcahy Mailing Address: 2 Village Loop City/State/Zip: Kalispell, MT 59901 Phone 755-6481 Name: Gavin- Hanks Architectural Studio Attn: Vince Gavin Mailing Address: 300 West Broadway,Suite 4 City/State/Zip: Missoula, MT 59802 Phone: (406f 543-1486 Name: Carver Engineering,Attn: Tom CowanPE Mailing Address: 1995 Third Avenue East City/State/Zip: Kalispell, MT 59901 Phone: (406y 257-6202 LEGAL DESCRIPTION OF PROPERTY (Refer to Property Records): Street Sec. Town- Range Address: —Sawyer Lane No. 25 ship 29 No. 22 Subdivision Name: Tract Lot Block No(s). 5+ No(s). No._ 1. Zoning District and Zoning Classification in which use is proposed: _RA-2 (Residential Apartment/Office) 1 2. Attach a plan of the affected lot which identifies the following items: a. Surrounding land uses. _See Attached Plans b. Dimensions and shape of lot. C. Topographic features of lot. d. Size(s) and location(s) of existing buildings e. Size(s) and location(s) of proposed buildings, f. Existing uses) of structures and open areas. g. Proposed uses) of structures and open areas. h. Existing and proposed landscaping and fencing. 3_ On a separate sheet of paper, discuss the following topics relative to the proposed use: a. Traffic flow and control. b. Access to and circulation within the property. C. Off-street parking and loading. d. Refuse and service areas. C. Utilities. f. Screening and buffering. g. Signs, yards and other open spaces. h. Height, bulk and location of structures. i, Location of proposed open space uses. j. Hours and manner of operation. k. Noise, light, dust, odors, fumes and vibration. 4. Attach supplemental information for proposed uses that have additional requirements (consult Planner). I hereby certify under penalty of perjury and the laws of the State of Montana that the information submitted herein, on all other submitted forms, documents, plans or any other information submitted as a part of this application, to be true, complete, and accurate to the best of my knowledge. Should any information or representation submitted in connection with this application be incorrect or untrue, I understand that any approval based thereon may be rescinded and other appropriate action taken. The signing of this application signifies approval for the Kalispell Planning staff to be present on the property for routine monitoring and inspection during the approval and development process. Appli nt Signature Date 2 INSTRUCTIONS FOR CONDITIONAL USE PERMIT APPLICATION 1. A pre -application meeting with the planning director or member of the planning staff is required. 2. Submit the correct fee, (per schedule below) completed application and appropriate attachments to the Kalispell Planning Department (address on the front of this form). 3. A certified list of all property owners within 150 feet of the subject property is required with the information listed below. The list can be obtained from the Flathead County GIS Office (see attached form), or from a title company. Please note: Streets and roads are not included as part of the 150 feet. Assessor No Sec-Twn-Rn Lot Tract No Property Owner 8s Mailing Address 4. A bona fide legal description of the subject property and a map showing the location and boundaries of the property. 5. Application must be completed and submitted a minimum of thirty five 1351 days prior to the planning board meeting at which this application will be heard. 6. The regularly scheduled meeting of the planning board is the second Tuesday of each month. 7. After the planning board hearing, the application is forwarded with the board's recommendation to the city council for hearing and final action. S. Once the application is complete and accepted by Kalispell planning staff, final approval usually takes 60 days, but never more than 90 days. Conditional Use Permit: Single-family (10 or fewer trips/day) $250 Minor Residential (2-4 units or 11-49 trips/day) $300 + $25/unit or 10 trips Major Residential (5 or more units or 50+ trips/day) $350 + $50/unit or every 10 trips Churches, schools, public / quasi -public uses $350 Commercial, industrial, medical, golf courses, etc. $400 + $50/acre or unit or $.05/sf of leased space over 5,000 sq. ft. whichever is greatest Administrative Conditional Use Permit Residential $75 Commercial/Industrial $150 3 West View Subdivision Multi -Family Owl View Phase 2 Development Saa,�er Stillwater Estates wwa j+ w i 1- Glacier High f �� School r Surrounding Land Uses Map Attachment for Item 3. a. Traffic flow and control. In the Fall of 2018, the developer -of Owl View Landing, West View Estates and West View North contracted with Abelin Traffic Services for a Traffic Impact Study of these three interlinked development. This new study was completed in January 2019 and is an update to the previous traffic study prepared by Morrison Maierle in 2005 as more land and additional units are being considered with the new study. The January 2019 TIS looks at existing and proposed units within three developments: Owl View Landing, West View Estates, and West View. Table 3 of the TIS breaks out the Owl View Condominiums with 120 units and provides peak trips and total trips. The 120 units of Owl View Landing will generate 55 trips in the Peak AM Hour; 67 trips in the Peak PM Hour; and 878 trips in the average weekday. Owl View Landing has an existing access to via Sawyer Lane to Taelor Road and out to Old Reserve Drive to the east and south east. A new connection will be made to Stillwater road north of buildings 9 and 10. A connection with West View Estates is shown in the northwest corner of the development as was conditioned with the West View Estates Plat in 2003, Landing Lane is currently under construction. The multi- family buildings will all access parking lots from Saw eane. H The 2019 TIS also concludes that the proposed developments will not create any new roadway capacity issues. As part of the infrastructure design process in 2005, the developer, Owl Co , engaged the services of Morrison Maierle Inc. to re are a Traffic Impact Study. The 2005 Traffic Impact Study anticipated 127 single family residential lots and the first 80 units of the multi -family development. The consulting engineers at Morrison Maierle worked closely with the MDOT to facilitate the design of the West Reserve Drive linkages as they exist today. As a result of the TIS Owl Corpdedicated 10-feet of additional right-of-way along West Reserve Drive in 2007 (Doc#200700025082) to the MDOT and also worked with the MDOT to establish the left turn lane from West Reserve Drive into Taelor Road. The MDOT also contemplated the development expectations of the US Forest Service, DNRC Glacier High School, Starling Development, and further infill of Section 36. b. Access to and circulation within the property. The City Street, Sawyer Lane, provides access into the development. Private driveways provide access to parking lots for each apartment building. With the third road phase of this project, Sawyer Lane will connect with Landing Lane to the north and a new intersection with Stillwater to the west. C. Off-street parking and loading. The City_ requires 1.5 spaces per unit, the proposed parking plan is dedicating 204 spaces or 1.7 spaces per unit for the 119 residential units and the Rec Facility in Building 1. In addition, there will be on -street parking for guests along the City street: Sawyer Lane and Landing Lane. Almost half of the parking spaces will be covered by a carport and each unit will be allocated one of the covered parking spaces. d. Refuse and service areas. Refuse will be handled by Evergreen Disposal, Locations and access to the refuse containers will be reviewed by Evergreen Disposal. e. Utilities. All utilities wet and da, are located in Sawyer Lane and will be extended into the project. f. Screening and buffering. With the West View Development, the owner, Mark Owens, constructed a decorative wall and landscape element around the development which includes this multi -family project This wall helps buffer the residences from the traffic noise coming off of Old Reserve. In addition, Mr. Owens constructed a smaller decorative wall that distinguishes the multi -family product from the single family product. Screen Wall along West Reserve Drive Wall separating single family neighborhood from multi -family parcel Similar to the first phase of Owl View Landing, the buildings in this next set of phases are oriented in different configurations to avoid a lineal wall of building facades and to break up the parking areas and avoid the sea of asphalt syndrome. g. Signs, yards and other open spaces. There will be new signage associated with the multi -family apartment development near the intersection of Sawyer Land and Taelor Road. The signage is not vet designed but will conform to the City of Kalispell Sign Regulations and Permitting process The existing West View entrance sign will remain in place for the overall development The multi -family buildings meet or exceed the RA-2 setbacks. All of the buildings comply with or exceed the minimum setback requirements. The subject property for the second round of Owl View Landing consists of 7.984 acres and approximately3.9 of those acres is in green spaces, boulevards, and walkways. h. Height, bulk and location of structures. The proposed twelve-plex multi -family buildings are designed to break up both horizontal and vertical planes. The roof heights of the three story structures vary from 30 feet to 43 feet. Gables and hip roofs to compliment the neighboring single family residential structures as well as the adjacent multi -family units. The articulated roof lines visually reduce the perceived bulk of the structure. The proposed multi -family condominium units transition into the development with one and a half story townhomes right off (west) Taelor; then five two story eight-plex buildings and finally the proposed three story buildings. The multi -family buildings are staggered within the site to provide pockets of open space; avoid seas of asphalt parking; create visual interest from the street view; and respect the residential character of the neighborhood. i. Location of proposed open space uses. With the development of West View, the applicant worked with the City of Kalispell to develop a City park within the subdivision which is approximately one block from the proposed multi -family development. In addition when the applicants constructed the first 40 units of Owl View Condominiums they provided the City a Bond for $25,000 to cover_ the recreational amenity that expires December 30, 2022. To address the Conditional Use Permit requirements in Chapter 27.34.060(2) recreational amenities are proposed in the Phase 1/Building 1, the applicant is developing a clubhouse/rec facility in one of the_ -round floor units. The zoning regulations require the cash equivalent of 500 square feet of undeveloped land per unit as one of the options. With 120 units proposed in the next set of phases, the land area equals 1.37 acres. If we assume undeveloped land is selling for 30,000 per acre near the City of Kalispell, the cash equivalent of 1.37 acres is $41,100.00 for the 120 units. The 1,120 square foot recreational space, furnishings, and recreational equipment total $231 615 which greatly exceeds the $41,100.00 requirement for theswe 120 units and the previously approved 40 units. In addition to this formal recreational space, approximately 3.9 acres of the 6.9 acre site is devoted to green area walkways and boulevard. j. Hours and manner of operation. Hours and operation will be typical of neighboring residential develo ment k. Noise, light, dust, odors, fumes and vibration. Other than during construction the proiget will not create objectionable noise light, dust, odors, fumes, or vibration. 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H R .4 O E-= A Ya ni 5.5 �.d CIO UMN., HF as, 16 mrof um, Ill- 11F EE � ._ ,.�\ �§�} ❑ ❑ 3 G J Z 3 Q O c c c c J CU F1 w 0 1 a ® �j I m a■E abelin traffic services Prepared For: Carver Engineering 1995 3rd Ave East Kalispell, MT 59901 January, 2019 West View Estates North & Owl View Landing Residential Subdivision Traffic impact Study Kalispell, Montana 130 South Howie Street Helena, Montana 59601 406-459-1443 West Vicun Estates North & Owl View Landing Traffic Impact Shaul Kalispell, Montana Table of Contents A. Executive Summary.... ................ ................................. ....................... ....... I B. Project Description........................................................................................ I C. Existing Conditions ........... ............................................................................. I Adjacent Roadways.............................................................................2 TrafficData.............................................................. 3 Historic Traffic Data...............................................................................4 Planned Road Improvements................................................................4 Additional Developments.......................................................................4 Level of Service.....................................................................................4 D. Proposed Development..............................................................................5 E. Trip Generation and Assignment................................................................7 F. Trip Distribution..........................................................................................7 G. Traffic Impacts Outside of the Development, ......... .................................... 8 H. Impact Summary & Recommendations......................................................9 List of Figures Figure 1— Proposed Development Site ..................... Figure 2 — Proposed Development ............................ Figure 5— Trip Distribution ......................................... List of Tables ..............................................2 ..............................................6 ..................................... 8 Table 1— Historic Traffic Data.................................................................................4 Table 2 — 2018 Level of Service Summary..............................................................5 Table 3— Trip Generation Rates............................................................................7 Table 4 — Projected LOS Summary with Development ........................................... 9 West View Estates North & Owl View Landing Trof fic Impact Study Kalispell, Montana West View Estates North & Owl View Landing- DRAFT Traffic Impact Study Kalispell, Montana A. EXECUTIVE SUMMARY The West View Estates North and Owl View Landing projects are combined 318-unit developments located north of Old Reserve Drive in Kalispell, Montana. At fiill build -out, the projects would produce up to 2,480 new daily vehicle trips. With the additional phases of the West View Estates currently planned in this area (86 unbuilt units) and phase 1 of the Owl View Landing condominiums (40 units), the traffic volumes on the surrounding road network could increase by 3,585 VPD from current conditions. As proposed, the West View Estates and Owl View Landing residential developments would not create any new roadway capacity problems in this area. The roads adjacent to the project will remain well within the functional capacity without any additional roadway improvements, The developers should consider providing additional ROW on the northeast comer of the intersection of Stillwater Road and the development's northern entrance to provide room for firtu re intersection improvements. B. PROJECT DESCRIPTION This document studies the possible effects on the surrounding road system fiom a proposed residential development north of Old Reserve Drive in Kalispell, Montana. The document provides information regarding possible traffic impacts in the area and identifies mitigation efforts that the developments may require. The developments would include up to 318 new residential units. C. EXISTING CONDITIONS The proposed development property currently consists of a 117-acre parcel of land located north of Old Reserve Drive just east of Stillwater Road. The property currently consists of an open farm field directly north of the previous five phases of West View Estates. To date, Owl View Landing, Ph. 1 (40 units) and West View Estates, Phases 1 - 3 (86 lots) have been platted and are currently being developed. West View Estates, Phases 4 & 5 (40 lots) have received preliminary plat approval. Currently 40 lots in West View Estates Phases 1 — 3 are constructed is single-family residential homes. West View Estates North (198 lots) and the remainder of Owl View Landing { 120 units) are Riturc planned developments. Ultimately there will be a total of 484 residential units within the 117-acre traffic study area. One existing home is located towards the middle of the West View Estates North property on the east side adjacent to Stillwater Road. An existing faun road connects Stillwater Road with Bowman Drive to the east. This route is ctu7•ently not a public route and is rarely used. The Abelin Traffic Services 1 janirary, 2019 West Viezo Estates North & Owl Viezo Landing Traffic Impact Study Kalispell, Montana surrounding area is comprised of a mix of residential developments and undeveloped properties on the northwest side of the City of Kalispell. The LHC constriction company/gravel pit is located to the north and west of the site. The Kalispell Bypass is located %z mile to the southeast. See Figure 1 for a location map of the proposed development. Adjacent Roadways Old Reserve Drive (S-548) is a minor arterial roadway which has been developed as part of the Highway 93 Bypass improvements. The road extends northwest from Highway 93, and connects with Stillwater Road at a modern roundabout. Old Reserve Drive connects with the Highway 93 Bypass at a grade -separated intersection with off -ramps for northbound and southbound traffic. The intersections of Old Reserve Drive with Wolfpack Way and both ramps of the 93 Bypass are currently signalized. Glacier High School is Abelirr Traffic Services 2 January, 2019 West Vim? Estates North & Oral View Landing Traffic Impact Stird y Kalispell, Montana located along Old Reserve Drive west of the Highway 93 Bypass. The road currently has a four -lane urban cross-section with left-tum bays at all intersections, corridor lighting, and sidewalks on both sides to the east of Stil[water Road. A pedestrian crosswalk is currently installed just west of Taelor Road to access Glacier High School. The posted speed limit is 35 MPH. According to traffic counts conducted by MDT is 2017, Old Reserve Drive carried 8,000 Vehicles per Day (VPD) west of the Highway 93 bypass. Traffic data collected by ATS in October 2018 indicated that the roadway carries 4,500 VPD east of Stillwater Road. Stillwater Road is a north/south, two-lane collector roadway which extends north from Three Mile Drive past Reserve Drive to the north. The road provides access to the LHC constriction operations site to the north. North of Old Reserve Drive the road has a paved width of 24 feet and a posted speed limit of 35 MPH. Traffic data collected by ATS indicates that the roadway currently carries 1,300 VPD north of Reserve Drive. The intersection of Stillwater Road and Old Reserve Drive is controlled by a modem roundabout. Stillwater Road is maintained by the City of Kalispell north of Old Reserve Drive for a distance of mile, The road then curves to the west where it falls under the jurisdiction of Flathead County. A review of traffic data collected by ATS in 2015 and 2018 indicates that the Kalispell Bypass has decreased traffic volumes on Stillwater Road to the south by providing an alternative north/south route through the western portion of Kalispell. Taelor Road is a loop road that provides access to the existing portions of the West View Estates subdivision. The road intersects with West Reserve Drive 1,100 feet cast of Stillwater Road and then loops to the northwest to reconnect with Stillwater Road 1,800 feet north of Old Reserve Drive. Taelor Road has a paved width of 32 feet with adjacent sidewalks. The intersection with Old Reserve Drive currently has left-hrrn lanes installed for eastbound traffic. Traffic Data In October of 2018 Abelin Traffic Services (ATS) collected traffic data at area intersections to evaluate current operations characteristics. These counts included peak -hour [Liming movement counts and daily traffic volume counts. The peak -hour turning movement counts were performed at the intersections of Old Reserve Drive with Stillwater Road and Taelor Road. Additional 24-hour traffic counts were taken on Stillwater Road and Old Reserve Drive. The raw traffic data is included in Appendix A of this report. The raw data collected for this project was adjusted for seasonal variation in accordance with the data collected from MDT's annual count station located on US Hicyhway 2 west of Kalispell zn (Station A-24). This count station data indicated that data collected in October is approximately 110% of the AADT (Average Annual Daily Traffic) volume in this area. Abelin Traffic Services 3 Jaimary, 2019 West View Esfates North & Owl View Landing Traffic Impact Stridy Kalispell, Montana Historic Traffic Data Abelin Traffic Services obtained historic traffic data for Old Reserve Drive from the Montana DOT. This data is presented in Table 1. The traffic data history for this area indicates that traffic volumes increased sharply when the Kalispell Bypass was completed in 2016. Due to the relatively short existence of the bypass, the current growth trends for the area are not defined. Table 1 -- Historic Traffic Data Old Reserve Drive 2010 2011 2012 2013 2014 2015 2016 2017 East of HWY 93 Bypass 3,240 3,100 3,070 2,900 3,100 5,550 5,409 5,366 West of HWY 93 Bypass - - - - 7,670 8,179 8,040 Planned Road Improvements The Montana Department of Transportation is currently in the planning phases of a reconstruction plan for West Reserve Drive from Stillwater Road to Springereek Road that will improve the route to accommodate fiiture growth in this area, The reconstruction will include road widening, intersection turning lanes, and an adjacent shared use paths. This project was identified in the 2006 Kalispell Area Transportation Plan as MSN-1. This project is planned to begin construction in 2-021 _ Additional Developments A variety of development projects are currently planned and underway for the areas just south of the proposed development project. This includes the unc oils tructed units in pleases 1-5 of the West View Estates (126 units total, 35% complete) and the Owl View Landing apartments which are currently under construction. The first phase of Owl View Landing condominiums will include 40 residential units and is planned to be completed in the spring of 2019. The projected traffic from the unbuilt portions of the West View Estates Phases 1-5 (86 units) and the first phase of the Owl View Landing condominiums (40 units) are included in this traffic analysis. Level of Service Using the data collected for this project, ATS conducted a Level of Service (LOS) analysis at area intersections. This evaluation was conducted in accordance with the procedures outlined in the Transportation Research Board's Higahwq-v Capacity' Manual (HCM) - Special Report 209 and the Highway Capacity Software (HCS) version 7.5. Intersections are graded from A to F representing the average delay that a vehicle entering an intersection can expect. Typically, a LOS of C or better is considered acceptable for peak -hour conditions. Table 2 shows the existing 2018 LOS for the AM and PM peak hours without the traffic from Abelin Traffic Services 4 January, 2019 West View Estates North & Orol View Landing Traffic Impact Sterdy Kalispell, Montana the proposed developments in this area. The LOS calculations are included in Appendix C. The table shows that all of the existing intersections in this area are currently operating within acceptable limits. Table 2 — 2018 Level of Service Summary AM Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay (Sec.) LOS Reserve Drive & Stillwater Road 4,7 A 4.3 A Reserve Drive & Taelor Road* 11.8 B 10.6 B Stillwater Road & Taelor Road* 9.0 A 8.9 A "Minor Street Approach LOS & Delay. D. PROPOSED DEVELOPMENT The development to be constructed on the 198 unit West View Estates North subdivision and 120 new residential condominium units for the second phase of the Owl View Landing development. The overall development property currently consists of a 117-acre parcel of land located east of Stillwater Road. The property currently consists of an open farm field directly north of the previous five phases of West View Estates. To date, Owl View Landing, Ph. 1 (40 units) and West View Estates, Phases 1 - 3 (86 lots) have been platted and are currently being developed. Access to the West View Estates North development would be provided through a connection to Taelor Road to the south and a new approach onto Stillwater Road at the existing entrance to LHC. The project would also include an emergency access approach to the east to Bowman Drive. This approach is proposed as a gated emergency access only. The visibility Crom the proposed approach locations is unrestricted. The development will have 32-foot interior roadways with sidewalks on both sides to match the adjacent residential areas. The West View Estates Not development plan is shown in Figure 2. The project is expected to be completed around 2030. The second phase of Owl View Landing would be accessed from Taclor Road to the east and a new approach onto Stillwater Road located 500 feet north of West Reserve Drive. It is not known when the new Owl View Landing condominiums may begin construction. Abelin Traffic Services 5 January, 2019 West Viey, Estates North & Owl View Landing Traffic Impact Shtdy Kalispell, Montana Figure 2 — Proposed West View Estates Developments Abelin Traffic Services 6 January, 2019 West View Estates North & OU11 View Landing Traffic Impact Stuc(q Kalispell, M011ta71a E. TRIP GENERATION AND ASSIGNMENT ATS performed a trip generation analysis to determine the anticipated firture traffic volumes from the proposed developments using the trip generation rates contained in Trip Generation (Institute of Transportation Engineers. Tenth Edition). These rates are the national standard and are based on the most current inforrr►ation available to planners. A vehicle "trip" is defined as any trip that either begins or ends at the development site. ATS determined that the critical traffic impacts on the intersections and roadways would occur during the weekday morning and evening peak hours. The undeveloped units from the previous phases of the West View Estates and the Owl View Landing condominiums are also included with this analysis. According to the ITE trip generation rates, at full build -out the developments would produce 248 AM peak hour trips, 315 PM peak hour trips, and 3,585 daily trips. See Table 3 for detailed trip generation information. Table 3 - Trip Generation Rates AM Peak Total AM PM Peak Total PM Hour Trip Peak Hour Trip Peak Weekday Total Ends per Hour Trip Ends per Hour Trip Trip Ends Weekday Land Use Units Unit Ends Unit Ends per Unit Trip Ends West View Phases 1-5 T Unbuilt (ITE #210) 86 0.74 64 0.99 85 9.44 812 Owl View Conds. Phase 1 (ITE #220) 40 0.46 18 0.56 22 7.32 293 NEW- Owl View Condominiums Future (ITE #220) 120 0.46 55 0.56 67 7.32 878 NEW -Townhouse West View (ITE #220) 126 0.46 58 0.56 71 7.32 922 NEW -Single Family West View (ITE 421D) 72 0.74 53 0.99 71 9.44 680 Total 248 316 3,585 F. TRIP DISTRIBUTION The traffic distribution and assignment for the proposed subdivision was based upon the existing ADT volumes along the adjacent roadways and peak -hour volLtmes. It is expeeted that traffic will distribute onto both Stillwater Road and Taelor Road to approach Old Reserve Drive. Once at Reserve Drive the majority of traffic will proceed towards Kalispell, utilizing the bypass and distributing into Kalispell as shown on Figure 3. Arlia Traffic Services 7 Janvaf'y, 2019 West View Estates North & Owl View Landing Traffic Impact Study Kalispell, Montana Figure 3 — Peak -Hour Trip Distribution G. TRAFFIC IMPACTS OUTSIDE OF THE DEVELOPMENT Using the trip generation and trip distribution numbers, ATS determined the fixture Level of Service for the area intersections. The anticipated intersection LOS with the proposed development is shown in Table 4. This analysis includes the projected traffic from the other planned developments in this area. The LOS calculations are included in Appendix C of this report. The table indicates that the constriction of West View Estates Phase North of the Owl View Landing condominiums will not cause any roadway capacity problems in this area. The West View Estate projects alone would increase traffic volumes on West Reserve Drive by 2,500 VPD (35%) cast of Stillwater Road to 7,000 VPD, which is well within the capacity of this five - lane roadway. Traffic Volumes on Stillwater Road north of Reserve Drive will increase by 1,500 VPD to 2,800 VPD, which again is well within the capacity of this two-lane roadway. It is likely that traffic growth in this area will continue for the foreseeable faftire. The roundabout at the intersection of West Reserve Drive and Stillwater Road provides considerable reserve capacity for future growth. A review of the traffic volume projections at this intersection indicate that the roundabout will still function at LOS C with 200%-300% more overall traffic than what is currently projected with the West View Estates projects. Abelin Traffic Services 8 January, 2019 West View Estates North & Owl View Landing Traffic Impact Study Kalispell, Montana Table 4 — Projected Level of Service With Developments AM Peak Hour PM Peak Hour intersection Delay (Sec.) LOS Delay Sec.) LOS Reserve Drive & Stillwater Road 5.5 A 5.0 A Reserve Drive & Taelor Road* 13.9 g 12.1 B Stillwater Road & Owl View Landing Approach* 10.4 B 10.6 B Stillwater Road & Taelor Road* 9.4 A 9.5 A Stillwater Road & North Approach* 9.2 A 9.3 A *Minor Street Approach LOS & Delay. The intersection of Stillwater Road at LHCIWest View Estates west approach is located on a 90 degree curve along Stillwater Road. Routes with turn 90 degrees at intersections can create traffic control and safety issues on busy routes. Currently the traffic volumes at this intersection are low and the geometry and traffic controls are adequate for existing use. The West View Estates will significantly increase traffic volumes at this intersection, but overall volumes along the approaches will remain low (less than 200 VPH). If and when development increases in this area it may be necessary to modify this intersection to provide more efficient operations. Due to the topography and property ownership near the intersection, the angled section of Stillwater Road may need to remain. In order to provide future service at this location, it may be appropriate to rebuild the intersection as a roundabout similar to the one at Old Reserve Drive to the south. A roundabout at this location would provide flexibility for a wide variety of potential developments in this area. Although this modification is not currently needed, it may be desirable for the developers to provide additional ROW or easement on the northeast comer of this intersection to help facilitate the installation of a roundabout in the future. H. IMPACT SUMMARY & RECOMMENDATIONS As proposed, the West View Estates and Owl View Landing residential developments would not create any new roadway capacity problems in this area. The roads adjacent to the project will remain well within the functional capacity without any additional roadway improvements. The developers should consider providing additional ROW on the northeast corner of the intersection of Stillwater Road and the development's northern entrance to provide room for future intersection improvements. Abelin Traffic Services 9 January, 2019 APPENDIX A Traffic Data Grand Total For Data From: 19:00-10/23/2018 To: 10:59 - 10/25/2018 Total Count 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 i000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 Total Lanett3 10 7 4 5 25 83 225 476 501 355 305 178 204 201 159 186 203 216 128 121 72 59 31 15 3768 Lane #4 19 8 11 8 15 41 133 317 324 276 251 142 179 209 184 234 226 283 191 256 205 133 34 25 3704 TOTAL 29 15 15 13 40 124 358 793 825 631 556 320 383 410 343 419 429 499 319 377 277 192 65 40 7472 Percents: 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 Lane93 0% 0% 0% 0% 1% 2% 6% 13% 13% 9% 8% 5% 5% 5% 4% 5% 5% 6% 3% 3% 2% 2% 1% 0% Lane 44 1% 0% 0% 0% 0% 1% 4% 9% 9% 7% 7% 4% 5% 6% 5% 6% 6% 8°% 5% 7% 6% 4% 1% 7% TOTAL 0% 0% 0% 0% 1% 2% 5% 11% 11% 8% 7% 4% 5% 5% 5% 6% 6% 7% 4% 5% 4% 3% 1% 1% ADT: 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 Total Lane #3 5 4 2 3 13 42 113 238 251 178 153 178 204 201 159 185 203 216 128 61 36 30 16 8 2627 Lane #4 10 4 6 4 8 21 67 159 162 138 126 142 179 209 184 234 226 283 191 128 103 67 17 13 2681 TOTAL 15 6 8 7 21 63 180 397 413 316 279 320 383 410 343 419 429 499 319 189 139 97 33 21 5308 LANE #3 Sun Mon Tue Wed Thu Fri Sat Total Percent DW Totals: 0 0 158 2595 1015 0 0 Weekday (Mon -Fri) : 3768 100% # Days: 0.0 0.0 0.2 1.0 0.5 0.0 0.0 ADT : 2261 ADT : 0 0 758 2595 2215 0 0 Weekend (Sat -Sun) : 0 0% Percent : 0% 0% 4% 69% 27% 0% 0% ADT : 0 LANE #4 Sun Mon Tue Wed Thu Fri Sat Total Percent DW Totals: 0 0 322 2682 700 0 0 Weekday (Mon -Fri) : 3704 100% # Days: 0.0 0.0 0.2 1.0 0.5 0.0 0.0 ADT : 2222 ADT : 0 0 1546 2682 1527 0 0 Weekend (Sat -Sun) : 0 0% Percent: 0% 0% 9% 72% 19% 0% 0% ADT : 0 ALL LANES Sun Mon Tue Wed Thu Fri Sat Total Percent DW Totals: 0 0 480 5277 1715 0 0 Weekday (Mon -Fri) : 7472 100% # Days: 0.0 0.0 0.2 1.0 0.5 0.0 0.0 ADT : 4483 ADT: 0 0 2304 5277 3742 0 0 Weekend (Sat -Sun): 0 0% Percent: 0% 0% 6% 71 % 23% 0% 0% ADT : 0 Centurion Basic Volume Report Printed: 11/16/18 Page 4 Station ID: STILLWATER Info Line 1 : ATS Info Line 2 : Unicorn #4 GPS Lat/Lon DB File: STILLWATER.DB Last Connected Device Type : Unic-L Version Number: 1.41 Serial Number: 91889 Number of Lanes: 2 Posted Speed Limit : 0.0 mph Lane #1 Configuration It Dir. Information Volume Mode Volume Sensors Divide By 2 Comment 1, NB Normal Veh, No Lane #1 Basic Volume Data From: 15:00 - 04/08/2015 To: 10:59 - 10/25/2018 Date DW 0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 Total 040815 V11 113 101 120 74 51 35 14 4 1 513 040915 T 2 2 0 2 13 11 84 249 137 63 47 56 61 92 95 121 91 96 90 45 40 14 11 3 1425 041015 F 3 0 2 0 3 18 58 255 77 416 Month Total: 5 2 2 2 16 29 142 504 214 63 47 56 61 92 95 234 192 216 164 96 75 28 15 4 2354 Percent! 0% 0% 0% ❑% 1% 1B% 6% 21% 9% 3h 2% 2% 31. 4% 4% 10% 8% 9% 7% 4% 3% 1% I% 0% ADT: 3 1 1 1 8 15 71 252 107 63 47 56 61 92 95 117 96 108 82 48 38 14 8 2 1386 Sun Mot? Tue Wed Thu Fri Sat Total Percent DW Totals : 0 0 0 513 1425 416 0 Weekday (Mon -Fri) : 2354 100% # Days : 0.0 0.0 0.0 0.4 1.0 0.4 0.0 ADT : 1345 ADT : 0 0 0 1368 1425 1109 0 Weekend (Sat -Sun) : 0 0% Percent: 0% 0% 0% 22% 61 % 18% 0% ADT : 0 Centurian Basic Volume Report Printed: 11/1&18 Page 1 A�e•[�t✓w Tra�f � S e�rv�c.�y J 30 S. Now, Sfrw Helena, MT 59601 File Name : StillwaterPM Site Code : 00000000 Start Date : 10/23/2018 Page No : 1 Start Time STILLWATER RD Southbound Right Thru Left Peds A,, rq� TAELOR RD Westbound Right Thru Leff Peds a Q roiai STILLWATER RD Northbound Rt N Thru Left Peds P row TAELOR RD Eastbound Right Thru Left Pods App. T-1 hL.Tawi 04A5 PM 0. 9 0 0 9 0 0 0 0_ 0 2 4 0 0 6 0 0 0 0 0 15 Tota 1 0 9 0 0 9 0 0 0 0 0 2 4 0 0 6 0 0 0 0 0 15 05:00 PM 0 19 0 0 19 0 0 0 0 0 1 5 0 0 6 Q 0 0 0 0 25 05:15 PM 0 is 0 0 18 0 0 1 0 1 0 4 0 0 4 0 0 0 0 0 23 05:30 PM 0 12 0 0 12 1 0 1 0 2 2 7 0 0 9 0 0 0 0 0 23 Grand Total 0 58 0 0 58 1 0 2 0 3 5 20 0 0 25 0 0 0 0 0 86 Apprch % 0 100 0 0 33.3 0 66.7 0 20 80 0 0 0 0 0 0 Total % 0 67.4 0 0 67.4 1.2 0 2.3 0 3.5 5.8 23.3 0 0 29.1 0 0 0 0 0 A rra� S erg 130 S. Waw�Sfhe.e� Helena, MT 59601 File Name : StillwaterAM Site Cade : 00000000 Start Date ; 10/24/2018 Page No : 1 _ Groups Printed- Unshifted STILLWATER TAELOR STILLWATER TAELOR southbound Westbound Northbound Eastbound Start Time Right Thru Left Peds . 0 Ap mom, •Right 13 0 Thru 0 Left Pnds 2 0 2 Right Thru 3 11 Left I Peds 0 0 ,,��. _�,,, 14 Ri ht ThYu Left Peds a�� F, 0 fl 0 0 0 Int. Total 07:45 AM I 0 13 0 29 Total 0 13 0 0 131 0 0 2 0 2 3 11 0 0 14 0 0 0 0 0 29 08:00 AM 0 10 0 0 10 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 23 08:15 AM . 0 10 0 0 10 0 0 0 0 0 1 15 0 0 16 0 0 0 0 0 25 08130 AM 0 7 0 0 7 0 0 0 0 0 2 15 0 0 17 0 0 0 0 0 24 Grand Total 0 40 0 0 40 0 0 2 0 2 fl 54 0 0 60 1 0 0 0 0 0 102 Apprch % 1 0 100 0 0 0 0 100 0 10 90 0 0 0 0 0 0 Total % 0 39.2 0 0 39.2 0 0 2 0 2 5.9 52.9 0 0 58.8 0 0 0 0 0 Abe,4w TT f . S e•�v .��. 130 S. Fiowc�Sfreef- Helena, MT 59601 File Name : TaelorAM Site Code : 00000000 Start Date : 10/24/201 S Page No : 1 _ Groups Printed- Unshlfted TAELOR OLD RESERWE TAELOR OLD RESERWE 5outhbound Westbound Northbound Fastbound Star# Tlrne Right Thru Left Peds App. min Ri hl Thru Left Peds l n. row, Ri ht I Thru Left. Peds asp. raa, _ _ Right Thru Left Peds c o. row, InL Taal 07:30 AM 2 0 14 0 16 7 72 0 0 79 0 0 0 0 0 0 79 5 0 84 179 07:45 AM 1 D 7 1 9 10 61 0_ 0 71 _ 0 0 0 0 0 0 59 1_ 0 60 140 Total 3 D 21 1 25 17 133 D 0 150 0 0 0 0 0 •, 0 138 6 0 144 319 08:00 AM 1 0 7 0 8 5 29 0 0 34 0 0 0 0 0 0 52 3 0 55 97 08:15 AM 0 D 6 0 6 3 20 0 0 23 0 0 0 0 0 0 43 2 0 45 74 08:30 AM 0 0 4 0 4 3 21 0 0 24 0 0 0 0 0 0 29 0 0 29 57 Grand Total 4 0 38 1 43 28 203 0 0 231 0 0 0 0 0 0 262 11 0 273 547 Apprch % 9.3 D 88.4 2.3 1 12.1 87.9 0 0 0 0 0 0 0 96 4 0 Total %. 0.7 0 6.9 0.2 7.9 1 5.1 37.1 0 0 42.2 0 0 0 0 0 0 47.9 2 0 49.9 A-11� � S e�rv�e•.y l30 5. Haw Sfree¢ Helena, MT 59601 File Name : TaelorPM Site Code : 00000000 Start Date : 10/23/2018 Page No : 1 Groups Printed- Unshifted TAELOR OLD RESERVE TAELOR OLD RESERVE _ Southbound Westbound Northbound Eastbound Start Time Right Thru Left Peds 1 A" 7,wi Right Thru Leh Peds aan mia Right Thru Left Peds — Ri ht _ Thru Left Peds Aan rma i.t. Tani 04:30 PM 2 0 5 0 7 6 46 0 0 52 0 0 0 0 0 0 33 0 0 33 92 04:45 PM 6 0 12 0_ 18 5 50 0 0 55 0 0 0 0 0 0 31 0 0 31 104 Total 8 0 17 0 25 11 96 0 0 107 0 0 0 0 0 0 64 0 0 64 196 05:00 PM 3 0 7 1 11 5 62 0 0 67 0 0 0 0 0 0 44 0 0 44 122 05:15 PM 3 0 2 0 5 7 64 0 0 71 0 0 0 0 0 0 39 1 1 41 I 117 05:30 PM 3 0 6 0 9 7 55 O 0 62 0 0 0 0 0 0 44 0 0 44 115 05:45 PM 0 0 5 1 6 2 51 0 0 53 0 0 0 0 0 0 39 3 0 42 101 Total 9 0 20 2 31 i 21 232 0 0 253 0 0 0 0 0 0 166 4 1 171 455 Grand Total 17 0 37 2 56 32 328 0 0 360 0 0 0 0 0 0 230 4 1 235 651 Apprch % 30.4 0 66.1 3.6 8.9 91.1 0 0 0 0 0 0 0 97.9 1.7 0.4 Total % 1 2.6 0 5.7 0.3 8.6 4.9 50.4 0 0 55.3 0 0 0 0 0 0 35.3 0-6 0.2 36.1 APPENDIX B Traffic Model m o 00 Lp N O N a W opt N m -t LD r N n ri O Q Q a cN-L w Q m O -ITN t «�4♦t - O Q «�4*L a m 00 N O CT N -ii «�14r�t Ln ti d' z��h T f' �J •►1 �-►-th t f' J O Ol O N Q O m Q N Q LD O w n O ai L71 nl T N F N V x La Y _ LLf a � 6 O = a-zeri U aj C Q) a Ln w a _ a a � .x -n 3 ti a uL a 00 00 pp N 00 � N .-I �l p a F mvJh t 00 Ln o Lo Lf) N ri m Q Q O a o N 4 6) Q 00 d' r-i O O Ln Q N n O N ri n w V i z-►Jh t f -►� -►J t �' J ��sh 4 r Q O O ci N O p Q O w O w O O N m Ln Lp rl N N Q La N H c y x Ln N w J p 3 0 = Lo > 131 cc rl L N u [0 tp W C a F a of Q LL d OJ N L 0 00 O O cu 0 0 pp Ln J h t 0 N r N r m ut 4 z a N v N m O Lu7 oe o -4 0 N .--I r-I O 0 N 0 Ln -4 m ri N w M N ors LP N N N u1 r N N ri N O ct f� N lD Ol 00 r-I io oil 4r L+�144r�L 3 -t t fyJ .►J -Jh t f� J of to LD m a N ur) H m m ti w m v F 4 3 OJ O = > °1 -M c m m v a w [7 v � � � Zi H n 0 V, N Ln 0 � co rn rn Ln co N � H N I� rl- L D - z 0 Z 0 0 0 N c-i N n Lij W M O1 tD m m io i � m .-i m N ti CO r-i N cD mcu Ul Ln r tD ul N y, m L �4�L «�4�L �14r�•L -rJ J rl rl V D co m r, M m u � 4= m � H O Cl) c 7 U Lai N co a N tl1 K a m o N N Q c-I L v r zPub vn m a m N r N c-i nl Q m 0 m O m N J14 Q V N Lli ra ri w C m N N j.�t ,�4�t m tp Ln I O N 1.p m c-I O H J4a•t 4 l0 O O N m p m N Ln h N N � J.4r�t N O�r � u1 m Ln fO 3 �y3h t r' �� J t �' J z-►Jh o m o a In w co m o N i0 m m n m o o N V Cif r l0 m H Q N H � Y u_ L L LI z 3 o z w v a .� N a Wt -t N m N .I m m a ¢ v N m m w m": -ct r 0 6 01 r I'? m Or0 00 N m [V O �4 O O '-I N Vj -1 O 00 O Ln r p1 m V N m Q1 �D l0 N Ln 00 N V � N f0 F- if u ra v U W u N w d 9 K v 5; O p H ¢ a 4 APPENDIX C LOS Calculations HCS7 Roundabouts Report General Information Site Information Analyst RL Intersection Reseve & Stillwater Agency or Co. ATS E/W Street Name Reserve Street Date Performed 1 1/9/2018 N/S Street Name Stillwater Road Analysis Year 2018 Analysis Time Period (hrs) 0.25 Time Analyzed AM Peak Hour - Existing Peak Hour Factor 1.00 Project Description West View Ph 6 Jurisdiction City of Kalispell Volume Adjustments and Site Characteristics Approach EB WB NB SB Movement U L T R U L T R U L T R U L T R Number of Lanes (N) 0 0 0 0 1 0 Lane Assignment LTR LTR LTR LTR Volume (V), veh/h 0 1 220 44 0 72 172 24 0 12 8 40 0 28 40 16 Percent Heavy VeWd es, % 3 10 3 3 3 3 3 10 3 3 0 3 3 10 10 10 Flow Rate (VF(F), pc/h 0 1 227 45 0 74 177 26 0 12 9 41 0 31 44 18 Right -Turn Bypass None None None None Conflicting Lanes 1 1 1 Pedestrians Crossing, p/h 0 0 0 0 Critical and Follow -Up Headway Adjustment Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Critical Headway (s) 4,9753 4.9763 4.9763 4.9763 Follow -Up Headway (s) 1 2.6087 2.6087 2.6087 2.6087 Flow Computations, Capacity and v/c Ratios Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Entry Flow (w), pc/h 273 277 62 93 Entry Volume veh/h 265 267 60 85 Circulating Flow (v,), pc/h 149 22 259 263 Exiting Flow (w.), pc/h 299 207 36 163 Capacity {cP }, pc/h 1185 1349 1060 1055 Capacity (c}, veh/h 1151 1302 1019 959 v/c Ratio (x) 0.23 0.21 0.06 0.09 Delay and Level of Service Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Lane Control Delay (d), s/veh 5.2 4.5 4.0 4.6 Lane LOS A A A A 95% Queue, veh 0.9 0.8 02 0.3 Approach Delay, s/veh 5.2 4.5 4.0 4.6 Approach LOS A A A A Intersection Delay, s/veh I LOS 4.7 A topynght L' 2U]d University or Florida. All Rights Reserved. HCSt�i `ul Roundabouts Version 7.5 Generated: 12/21/2018 9 07 07 AM RoundAM.xro Roundabouts i • General Information Site Information Analyst RL Intersection Reseve & Stillwater Agency or Co. ATS E/W Street Name Reserve Street Date Performed 11/9/2g18 N/S Street Name Stillwater Road Analysis Year 2018 Analysis Time Period (hrs) 0.25 Time Analyzed PM Peak Hour - Existing Peak Hour Factor 1.00 Project Description West View Ph 6 Jurisdiction City of Kalispell Volume Adjustments and Site Characteristics Approach EB WB NB SB Movement U L T R U L T R U L T R U L T R Number of Lanes (N) 0 0 1 0 0 0 1 0 q 0 1 0 0 0 1 0 Lane Assignment LTR LTR LTR LTR Volume (V), veh/h 0 4 92 20 0 16 228 8 0 52 12 48 0 20 52 4 Percent Heavy Vehicles, % 3 10 3 3 3 3 3 10 3 3 10 3 3 10 10 10 Flow Rate (VECE), pc/h 0 4 95 21 0 16 235 9 0 54 13 49 0 22 57 4 Right -Turn Bypass None None None None Conflicting Lanes 1 1 1 1 Pedestrians Crossing, p/h 0 0 0 0 Critical and Follow -Up Headway Adjustment Approach EB WE. NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Critical Headway (s) 4.9763 4.9763 4.9763 4.9763 Follow -Up Headway {s} 2.6087 2.6087 2.6087 2.6087 Flow Computations, Capacity and v/c Ratios Approach E3 WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Entry Flow (v.), pc/h 120 260 116 83 Entry Volume veh/h 116 252 112 75 Circulating Flow (w), pc/h 95 71 121 305 Exiting Flow (v� ), pc/h 166 293 26 94 Capacity (cp.), pe/h 1253 1284 1220 1011 Capacity (c), veh/h 1213 1243 1176 919 v/c Ratio (x) 0.10 0.20 0.10 am Delay and Level of Service Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Lane Control Delay (d), s/veh 3.8 4.6 3.9 4.7 Lane LOS A A A A 95% Queue, veh 0.3 0.8 0.3 0.3 Approach Delay, s/veh 3.8 4,6 3.9 4.7 Approach LOS A A A A Intersection Delay, s/veh j LOS 4.3 A Copyright C� 2018 University of Florida. All Rights Reserved. HCSTa Roundabouts Version 7.S Generated: 12/21/2018 9:07-40 AM Rau nd PM.xro •Stop -Control • • General Information Site Information Analyst RLA Intersection Stillwater & Taeior Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 11/9/2018 East/West Street Taeior Road Analysis Year 2018 North/South Street Stillwater Road Time Analyzed AM Peak Hour - Existing Peak Hour Factor t00 Intersection Orientation North -South Analysis Time Period (hrs) 0,25 Project Description West View Phase 6 Lanes J 4 1 L 4 I- L It t fi F— Y r n7-1tYt ?I Nbj.r Street: North -South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound 5outhbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h) 8 1 44 12 1 52 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked Percent Grade (%} 0 Right Turn Channelized Median Type C Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 71 6.2 4.1 Critical Headway (sec) 6A3 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.53 3.33 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) g 1 Capacity, c (veh/h) 903 1S42 v/c Ratio 0.01 0.00 95°%o Queue Length, Qes (veh) 0.0 0.0 Control Delay (s/veh) 9.0 7.3 Level of Service (LOS) A A Approach Delay (s/veh) 9.0 0.1 Approach LOS A Copyright © 2018 University of Florida. All Rights Reserved. HCSM TWSC Version 7.5 Generated: 12/21/2018 9:04:08 AM StiilwaterAM.xtw •Stop -Control Report General Information Site Information Analyst RLA Intersection Stillwater & Taelor Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 11/9/2018 Fast/West Street Taelor Road Analysis Year 2018 North/South Street Stillwater Road Time Analyzed PM Peak Hour - Existing Peak Hour Factor 1.00 Wersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description West View Phase 6 Lanes J 4 1.k * L U 1 t X. 411tyt rr Major Street: North -South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L I T R U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h) 4 1 20 4 1 72 Percent Heavy Vehicles {%} 3 3 3 Proportion Time Blocked Percent Grade {%) 0 Right Turn Channefized Median Type f Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.53 3.33 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 5 1 Capacity, c (veh/h) 927 1584 vk Ratio 0,01 0.00 95%Queue Length, Q,s (veh) 0.0 0.0 Control Delay (s/veh) 8.9 7.3 Level of Service (LOS) A A Approach Delay (s/veh) 8.9 0.1 Approach LOS A Copyright ® 2018 University of Florida. All Rights Reserved. HCStilu`'I TWSC Version 7.5 Generated: 12/21/2018 9:03:30 AM StLlwaterPM.xtw HCS7 General Information Two-Wayee e • Report Site Information Analyst RLA Intersection Taelor Rd. & Old Reserve Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 111912018 East/West Street Old Reserve Drive Analysis Year 2018 North/South Street Taelor Road Time Analyzed AM Peak Hour - Existing Peak Hour Factor 1.00 Intersection Orientation East-West Analysis Time Period (airs) 0.25 Project Description West View Phase 6 Lanes D -li y L F lityt 1117 M1 pr Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1 U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 0 1 1 0 0 0 0 1 0 Configuration L T T R LR Volume (veh/h) 20 316 288 28 56 8 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked _4 Percent Grade (%) 0 Right Turn Channehzed No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7,5 6.9 Critical Headway (sec) 4.16 6.86 6.96 Base Follow -Up Headway (sec) 2.2 3.5 3.3 Follow -Up Headway (sec) 2.23 3.53 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 20 64 Capacity, c (veh/h) 1234 590 v/c Ratio 0.02 0.11 95%Queue Length, Q9s (veh) 0.0 04 Control Delay (s/veh) 8.0 11 8 Level of Service (LOS) A g Approach Delay (s/veh) 0.5 11 8 Approach LOS 8 Copyright © 2018 University of Florida. All Rights Reserved. HCS uM TWSC Version 7.5 Generated: 12/21/2018 9:05,54 AM TaelorAM.xtw General Information • • • i • • i Site Information Analyst RLA Intersection Taelor Rd. & Old Reserve Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 11/9/2018 East West Street Old Reserve Drive Analysis Year 2018 North/South Street Taelor Road Time Analyzed PM Peak Hour - Existing Peak Hour Factor 1.00 intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description West View Phase 6 Lanes � r r iItrt Fr Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L I T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 0 1 1 0 0 0 0 1 0 Configuration L T T R LR Volume (veh/h) 4 176 248 20 28 12 Percent Heavy Vehicles {%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channeli2ed No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7.5 6.9 Critical Headway (see) 4.16 6.86 6.96 Base Follow -Up Headway (sec) 2.2 3.5 3-3 Fallow -Up Headway (sec) 2.23 3.53 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 4 40 Capacity, c (veh/h) 1285 682 v/c Ratio 0.00 0.06 95% Queue Length, Q9e (veh) 0.0 0.2 Control Delay (s/veh) 7.8 106 Level of Service (LOS) A B Approach Delay (s/veh) 0.2 10.6 Approach LOS B Copyright L 2018 University of Florida. All Rights Reserved. HCSIM TWSC Version 7.5 Generated: 12/21/201 S 9:05:22 AM TaelorPM.xtw HCS7 Roundabouts Report General Information Site Information Analyst RL Intersection Reseve & Stillwater Agency or Co. ATS E/W Street Name Reserve Street Date Performed 11/9/2018 N/S Street Name Stillwater Road Analysis Year 2018 Analysis Time Period (hrs) 0.25 Time Analyzed AM Peak Hour - With Dev. Peak Hour Factor 1.00 Project Description West View Ph 6 Jurisdiction City of Kalispell Volume Adjustments and Site Characteristics Approach EB WB N3 SB Movement U L T R U L T R U L T R U L T R Number of Lanes (N) o o 1 0 0 0 1 0 0 0 1 0 0 0 1 0 Lane Assignment LTR LTR LTR LTR Volume (V), veh/h 0 2 223 44 0 77 183 39 0 12 12 1 41 0 76 54 23 Percent Heavy Vehicles, % 3 10 3 3 3 3 3 10 3 3 10 3 3 10 10 i0 Flow Rate (vper), pc/h 0 2 230 45 0 79 1 188 43 0 12 13 42 0 84 59 25 Right -Turn Bypass None None None None Conflicting Lanes 1 1 1 1 Pedestrians Crossing, p/h 0 0 0 0 Critical and Follow -Up Headway Adjustment Approach E8 WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Critical Headway (s) 4.9763 4.9763 4.9763 4.9763 Follow -Up Headway (s) 2.6087 2.6097 2.6087 2.6087 Flow Computations, Capacity and v/c Ratios Approach EB WB NB 5B Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Entry Flow (v.), pc/h 277 310 67 168 Entry Volume veh/h 269 298 64 153 Circulating Flow (w), pc/h 222 27 316 279 Exiting %w (v.), pc/h 356 225 58 183 Capacity (cp,e), pc/h 1100 1343 1000 1038 Capacity (c), veh/h 1068 1292 959 944 v/c Ratio (x) 0.25 0.23 0.07 0.16 Delay and Level of Service Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Lane Control Delay (d), s/veh 5.8 4.8 4A 5.4 Lane LOS A A A A 95% Queue, veh 1.0 0.9 0.2 0.6 Approach Delay, s/veh 5.8 4.8 4A 5A Approach LOS A A A A Intersection Delay, s/veh I LOS 5,2 A �_opyngm kL: cu i o university or rionoa. All rugnts hteserveq. HUAE KoundaboutS Version 7.5 Generated: 12/21/2018 9:20:52 AM RoundAMwith.xro General Information Site Information Analyst RL Intersection Reseve & Stillwater Agency or Co. ATS E/W Street Name Reserve Street Date Performed 11/9/2018 N/S Street Name Stillwater Road Analysis Year 2018 Analysis Time Period (hrs) 0.25 Time Analyzed PM Peak Hour - With Dev. Peak Hour Factor 1.00 Project Description West View Ph 6 Jurisdiction City of KalispeiI Volume Adjustments and Site Characteristics Approach EB WB NB SB Movement U L T R U L T R U L T R U L T R Number of Lanes (N) 0 0 1 0 0 0 1 0 0 0 1 0 0 0 1 0 Lane Assignment LTR LTR LTR LTR Volume (V), veh/h 0 11 103 20 0 19 235 59 0 52 26 1 53 0 50 61 8 Percent Heavy Vehicles, % 3 10 3 3 3 3 3 10 3 3 1D 3 3 10 10 10 Flow Rate (vPcz), pc/h 0 12 106 21 0 ZO 242 65 0 54 29 55 0 55 67 9 Right -Turn Bypass done None None None Conflicting Lanes 1 1 1 1 Pedestrians Crossing, p/h 0 0 0 0 Critical and Follow -Up Headway Adjustment Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Critical Headway (s) 4-9763 4.9763 4.9763 4.9763 Follow -Up Headway (s) 2.6087 2.6087 2.6087 2.6087 Flow Computations, Capacity and v/c Ratios Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Entry Flow (v,), pc/h 139 327 138 131 Entry Volume veh/h 134 313 132 119 Circulating Flow (v,), pc/h 142 95 173 316 Exiting Fiow (v�.), pc/h 216 305 106 108 Capacity (c,«), pc/h 1194 1253 1157 1000 Capacity (c), veh/h 1153 1201 1108 909 v/c Ratio (x) 0.12 0.26 0.12 0.13 Delay and Level of Service Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Lane Control DeEay (d), s/veh 4.1 5.4 4.3 5.2 Lane LOS A A A A 95%Queue, veh 0.4 1.0 Q4 0.5 Approach Delay, s/veh 4.1 5.4 4.3 5.2 Approach LOS A A A A Intersection Delay, s/veh I LOS 4.9 A t_opyngnt �, zu 16 university or rioriaa. Ali rtignts Keservec]. H(-STTN Roundabouts Version 7.5 Generated: 12/21/2018 9-21:20 AM RoundPMwith.xro Two-Wayr• • r Report General Information Site Information Analyst RLA Intersection Stillwater & North App_ Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 111912018 Fast/West Street North Approach Analysis Year 2018 North/South Street Stillwater Road Time Analyzed AM Peak Hour - Future Peak Hour Factor 1.00 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description West View Phase 6 Lanes J d 1 .L + Ji- L Lt f `f A7-ttYt J*r Major �treel: North-Soum Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h) 55 4 29 29 1 32 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Undivided Critical and Fallow -up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 643 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (set) 3.53 3.33 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 59 1 Capacity, c (veh/h) 929 1540 v/c Ratio 0.06 0.00 95% Queue Length, Qqs (veh) 0.2 0.0 Control Delay (s/veh) 9.1 73 Level of Service (LOS) A A Approach Delay (s/veh) 9.1 0 2 Approach LOS A Copyright O 2018 University of Florida. All Rights Reserved. HCSWI TWSC Version 7.5 Generated: 12/21/2018 924:40 AM Sti I IwaterNo rthAM with.xtw Two -Way•• • Report General Information Site Information Analyst RLA Intersection Stillwater & North App, Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 11/9/2018 East/West Street North Approach Analysis Year 2018 North/South Street Stillwater Road Time Analyzed PM Peak Hour - Future Peak Hour Factor 1.00 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description West View Phase 6 Lanes J4 114-$-L f � L w ¢. � r A"!IttYt rr Nla,o, Sheet N-th-S-th Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h) 50 2 13 42 4 46 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked -4 Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 22 Follow -Up Headway (sec) 3.53 3-33 223 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 52 4 Capacity, c (veh/h) 912 1544 v/c Ratio 0.06 0,00 95% Queue Length, Q9s (veh) 0.2 0.0 Control Delay (s/veh) 9.2 73 Level of Service (LOS) A A Approach Delay (s/veh) 9.2 0.5 Approach LOS A Copyright © 2018 University of Florida. All Rights Reserved. HCS7M TWSC Version 7.5 Generated: 12/21/2018 9:25'09 AM StillwaterNorthPMwith,xtw Two -Way •e • •Report General Information Site Information Analyst RLA Intersection Stillwater & Taelor Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 11/9/2016 East/West Street Taelor Road Analysis Year 2018 North/South Street Stillwater Road Time Analyzed AM Peak Hour - Future Peak Hour Factor 1.00 Intersection Orientation North -South Analysis Time Period (hrs) 0.23 Project Description West View Phase 6 Lanes Jd 1.114-b1.b V 1r 1tYt pr %12JCr �rreOT, North -Santa Vehicle Volumes and Adjustments Approach Fastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 S 6 Number of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h} 28 2 55 18 1 86 Percent Heavy Vehicles (°/o} 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4_T3 Base Follow -Up Headway (sec) 3.S 3.3 2.2 Follow -Up Headway (sec) 153 333 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 30 1 Capacity, c (veh/h) 846 1520 v/c Ratio 0.04 0,00 95% Queue Length, Q95 (veh) 0.1 0.0 Control Delay (s/veh) 9,4 7.4 Level of Service (LOS) A A Approach Delay (s/veh) 9A 0.1 Approach LOS A Copyright C0 2018 University of Florida. All Rights Reserved. i TWSC Version 7.5 Generated: 12/21/2018 9:23:45 AM 5ti I IwaterAM with.xtw !Stop -Control Report General Information Site Information Analyst RLA intersection Stillwater & Taelor Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 11/9/2018 East/West Street Taelor Road Analysis Year 2018 North/South Street Stillwater Road Time Analyzed PM Peak Hour - Future Peak Hour factor 1.00 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description West View Phase 6 Lanes J4114-1~LU -4 a fr 41)iTYf tr" Major Street North -South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L i I R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h) 17 1 55 25 2 93 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4,1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Foilow-Up Headway (sec) 3.53 3-33 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 18 2 Capacity, c (veh/h) 831 1512 v/c Ratio 0.02 0.00 95%Queue Length, Q,, (veh) 0.1 0.0 Control Delay (s/veh) 9.4 7A Level of Service (LOS) q A Approach Delay (s/veh) 9.4 0,2 Approach LOS A Copyright t7 2018 University of Florida, All Rights Reserved. HCSvW TWSC Version 7.5 Generated: 12/21/2018 9:24:17 AM Stil I waterPMwith.xtw HCS7 General Information Two -Way Stop -Control Report Site information Analyst RLA Intersection Taelor Rd. & Old Reserve Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 11/9/2018 East/West Street Old Reserve Drive Analysis Year 2018 North/South Street Taelor Road Time Analyzed AM Peak Hour - With Dev. Peak Hour Factor 1.00 Intersection Orientation East-West Analysis Time Period (firs) 0.25 Project Description West View Phase 6 Lanes 5 � y .14 L x 5itYt Fr Ma:or Street Eav-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 0 3 1 0 0 0 0 1 0 Configuration L T T R LR Volume (veh/h) 25 364 303 47 114 24 Percent Heavy Vehicles (%} 3 3 3 Proportion Time Blocked Percent Grade Right Turn Channelized No Median Type I Storage Left Only Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7.5 6.9 Critical Headway (sec) 4.16 6.86 6.96 Base Follow -Up Headway (sec) 2.2 3.5 3.3 Fallow -Up Headway {sec} 2.23 3.53 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 25 138 Capacity, c (veh/h) 1198 570 v/c Ratio 0.02 0.24 95% Queue Length, Q9, (veh) 0.1 0,9 Control Delay (s/veh) 8.1 13.3 Level of Service (LOS) A B Approach Delay (s/veh) 0.s 13.3 Approach LOS B Copyright © 2018 University of Florida. All Rights Reserved, HCSW TWSC Version 7.5 Generated, 12/21/2018 9:23.10 AM TaeiorAMwith.xtw HCS7 General Information Two -Way Stop -Control Report Site Information Analyst RLA Intersection Taelor Rd. & Old Reserve Agency/Co. ATS Jurisdiction City of Kalispell Date Performed 11/9/2018 East/West Street Old Reserve Drive Analysis Year 2018 North/South Street Taelor Road Time Analyzed PM Peak Hour - With Dev. Peak Hour Factor 1.00 Intersection Orientation Last -West Analysis Time Period (hrs) 0.2S Project Description West View Phase 6 Lanes � y V Sri J4 11.4-lo,1 L I - -1.1trt tr Major Street East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U i T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 1 2 0 0 0 1 1 0 0 0 0 1 0 Configuration l T T R LR Volume (veh/h) 20 206 299 83 64 22 Percent Heavy Vehicles {%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 4.1 7.5 6.9 Critical Headway (sec) 4.16 6.86 6.96 Base Follow -Up Headway (sec) 2.2 3.5 3.3 Follow -Up Headway (sec) 2.23 3,53 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 20 86 Capacity, c (veh/h) 1166 618 v/c Ratio 0.02 0.14 95%Queue Length, Q,, (veh) 0.1 0.5 Control Delay (s/veh) 8.1 11-8 Level of Service (LOS) A B Approach Delay (s/veh) 0.7 11.8 Approach LOS B Copyright © 2018 University of Florida. All Rights Reserved. HCSSN TWSC Version 7.5 Generated: 12/21/2018 9:22:34 AM TaelorPMwith.xtw