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Staff Report/Final Plat
Tri-City Punning Office 17 Second Street East - Suite 211 Kalispell, Montana 59901 Phone: (406) 751-1850 Fax: (406) 751-1858 tricity(dce ntungel. net www.tricitypIaLnning-mt.com REPORT TO: Kalispell Mayor and City Council FROM: Narda A. Wilson, Senior Planner Frank Garner, Interim City Manager SUBJECT Final Plat for Leisure Heights Phase 1 MEETING DATE: November 1, 2004 BACKGROUND: This is a request for final plat approval of Leisure Heights Phase 1, a 35 lot residential subdivision and homeowners park on approximately 12.196 acres. The property is generally located on the east side of Willow Glen Drive north of Kelly Road. The property was annexed into the city of Kalispell as part of the preliminary plat review process and given an initial zoning designation of R-2, a Single Family Residential, zoning district that has a minimum lot size requirement of 9,600 square feet and is intended for single family residential development. The entire Leisure Heights subdivision contains approximately 67 lots on 32 acres which was given preliminary plat approval by the Kalispell City Council on March 17, 2003, a three-phase development, This is the first phase which lies to the north of The Willows subdivision and extends Honeysuckle Drive. An automatic two-year extension of the preliminary plat approval is granted for each successive phase of original preliminary plat. As a requirement of the preliminary plat, more than two-thirds of the required improvements have been installed and a Subdivision Improvements Agreement in the amount of $83,778.75 has been submitted to secure completion of the remaining improvements which consists primarily of curb, gutter, sidewalk and landscaping. The letter of credit addresses 125% of the estimated cost of remaining improvements. The estimated completion date is May 15, 2005 or sooner. RECOMMENDATION: A motion to accept the Subdivision. Improvements Agreement and approve the final plat for Leisure Heights Phase 1 would be in order. FISCAL EFFECTS: Potential minor positive impacts once developed. ALTERNATIVES: As suggested by the City Council. Providing Community Planning Assistance To: City of Columbia Falls - City of Kalispell - City of Whitefish Final Plat for Leisure Heights Phase I October 27, 2004 Page 2 Respectfully submitted, Narda A. Wilson. Senior Planner Report compiled: October 27, 2004 Frank Garner Interim City Manager Attachments: Letter of transmittal Final plat application and supporting documents SUBDIVISION IMPROVEMENT AGREEMENT THIS AGREEMENT, made and entered into this I I th day of October 2004, by and between the CITY COUNCIL, City of Kalispell, Party of the First Part and hereinafter referred to as the CITY, and Wind River Development, LLC a Corporation, located at 300 Leisure Drive, Kalispell, Montana 59901, Party of the Second Part and hereinafter referred to as DEVELOPER. WITNESSETH: THAT WHEREAS, the Developer is the owner and developer of a new subdivision known as Leisure Heights — Phase I, located at N'/2, NWI/4, Section 21, T 28N, R 21 W, Flathead County, Montana and, WHEREAS, the City has conditioned its approval of the final plat of Leisure Heights -- Phase I upon the conditions as set forth in the Preliminary Plat of the Subdivision being completed and all improvements as cited in "Exhibit A" have not been completed at this time, and the Developer wishes to bond for the completion of those improvements set forth in "Exhibit A"; and WHEREAS, the City's Subdivision Regulations require that a subdivider shall provide a financial security of 125% of the estimated total cost of construction of said improvements as evidenced by an estimate prepared by a licensed public engineer included herewith as `Exhibit I3' ; and WHEREAS, the estimated total cost of construction of said improvements is the sum of $67,023.00. NOW, THEREFORE, in consideration of the approval of the final plat of said Subdivision by the City, the Developer hereby agrees as follows; 1. The Developer shall deposit as collateral with the City a Certificate of Deposit, in the amount of $83,778.75. Said Certificate of Deposit has an expiration date of at least sixty (60) days following the date set for completion of the improvements, certifying the following; Cdiv of Kalispell Subdivision Regulations Page 1 of 5 a. That the creditor guarantees funds in the sum of $83,778.75, 125% of the estimated cost of completing the required improvements in Leisure Heights — Phase 1. b. That if the Developer fails to complete the specified improvements within the required period, the creditor will pay to the City immediately, and without further action, such funds as are necessary to finance the completion of those improvements up to the limit of credit stated in the letter. 2. That said required improvements shall be fully completed by May 15, 2005, 3. That upon completion of the required improvements, the Developer shall cause to be filed with the City a statement certifying that: a. All required improvements are complete; b. That the improvements are in compliance with the minimum standards specified by the City for their construction and that the Developer warrants said improvements against any and all defects for a period of one (1) year from the date of acceptance of the completion of those improvements by the City; c. That the Developer knows of no defects in those improvements; d. That these improvements are free and clear of any encumbrances or liens; e. That a schedule of actual construction costs has been filed with the City; and, f. All applicable fees and surcharges have been paid. 4. The Developer shall cause to be filed with the City copies of final plans, profiles, grades and specifications of said improvements, with the certification of the registered professional engineer responsible for their preparation that all required improvements have been installed in conformance with said specifications. City of Kalispelf Subdivision Regulations Page 2 of 5 IT IS ALSO AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS, TO -WIT; That the Developer shall provide for inspection of all required i npravernents by a registered professional engineer before the Developer shall be released from the Subdivision Improvement Agreement. That if the City determines that any improvements are not constructed in compliance with the specifications, it shall furnish the Developer with a list of specific deficiencies and may withhold collateral sufficient to insure such compliance. If the City determines that the Developer will not construct any or all of the improvements in accordance with the specifications, or within the required time limits, it may withdraw the collateral and employ such funds as may be necessary to construct the improvement or improvements in accordance with the specifications. The unused portions of the collateral shall be returned to the Developer or the crediting institution, as is appropriate. IN WITNESS WHEREOF, the Parties have hereunto set their hands and seats the day and year herein before written. Wind River Development, LLC by (Title) City of Kalispell Subdivision Regulations page 3 of 5 STATE OF MONTANA COUNTY OF Flathead On this 20th day of or_tohpr , 20Q, before me, a Notary Public for the State of Montana, personally appeared Joy K . Mahl known to me to be the person of whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Notarial Seal this day and year first above written. gotary Public for the State of Montana Residing at Kalispell My Commission Expires November 10, 2007 MAYOR, CITY OF KALISPELL Mayor City of Kalispell Subdivision Regulations ATTEST: By: Finance Director page 4 of 5 EXHIBIT A Conditions of approval as fixed to the preliminary plat by the City Council, Kalispell, Montana. EXHIBIT B This agreement specifically includes the following improvements, their projected construction completion date and estimated construction costs. CHECK CONSTRUCTION ESTIMATED APPROPRIATE COMPLETION CONSTRUCTION IMPROVEMENTS BOX DATE COSTS Sidewalks 5/15/05 $ 55,770.00 Gutters 5/15/05 $ 975.00 Street Signs 5115105 $ 150.00 Street Trees 5/15/05 S 9,000.00 Seeding 5/15/05 $ 1,128.00 2 Citti of Kalispell Subdivision Regulations page 5 of 5 Tri-City Manning Office 17 Second Street East - Suite 211 Kalispell, Montana 59901 Phone: (4vo) 75i-ia5v Fax: (406) 751-1858 tric ty(kcenturytel.net www.tricityplanning-mt. October 27, 2004 Frank Garner, Interim City Manager City of Kalispell P.O. Drawer 1997 Kalispell, MT 59901 Re: Final Plat for Leisure Heights Phase 1 Dear Frank: This is a request for final plat approval of Leisure Heights Phase 1, a 35 lot residential subdivision and homeowners park on approximately 12.196 acres. The property is generally located on the east side of Willow Glen Drive; north of Kelly Road. The property was annexed into the city of Kalispell as part of the preliminary plat review process and given an initial zoning designation of R-2, a Single Family Residential, zoning district that has a minimum lot size requirement of 9,600 square feet and is intended for single family residential development. The entire Leisure Heights subdivision contains approximately 67 lots on 32 acres which was given preliminary plat approval by the Kalispell City Council on March 17, 2003, a three-phase development. This is the first phase which lies to the north of The Willows subdivision and extends Honeysuckle Drive. An automatic two-year extension of the preliminary plat approval is granted for each successive phase of original preliminary plat. As a requirement of the preliminary plat, more than two-thirds of the required improvements have been installed and a Subdivision Improvements Agreement in the amount of $83,778.75 has been submitted to secure completion of the remaining improvements which consists primarily of curb, gutter, sidewalk and landscaping. The letter of credit addresses 125% of the estimated cost of remaining improvements. The estimated completion date is May 15, 2005 or sooner. The preliminary plat was approved with 16 conditions as outlined below. The following is a discussion of compliance with each of these conditions as well as findings of compliance with the City subdivision regulations and zoning ordinance. COMPLIANCE WITH CONDITIONS OF APPROVAL: Condition No. 1 Development of the subdivision shall be platted in substantial compliance with the approved preliminary plat which governs the location of lots and roadways within the subdivision. Providing Community* Planning Assistance To: CAA of Columbia Falls 4 City of Kalispell ® City of Whitefish Final Plat - Leisure Heights Phase 1 October 27, 2004 Page 2 • This condition has been met. The lots and roadway layout are in compliance with the preliminary plat that was approved. Condition, No. 2 That the roadways serving the subdivision shall be constructed in accordance with the adopted Design and Construction Standards for the City of Kalispell for local roads. A letter from an engineer licensed in the State of Montana certifying that the improvements have been installed according to the required specifications shall be submitted at the time of final plat approval along with a letter from the Kalispell Public Works Department stating that the required improvements have been reviewed and approved and comply with City standards. • This condition has been met or otherwise adequately addressed. Certification from Schwarz Engineering and a letter from the Kalispell Public Works Department have been included with the final plat application stating that the roads and other infrastructure have been constructed to City standards. Some remaining improvements related to sidewalks and landscaping have been included in the subdivision improvements agreement. Condition No. 3 A traffic analysis be conducted assessing the impacts to Willow Glen Drive from Leisure Drive as a result of the subdivision and mitigation measure identified and implemented in coordination with the Kalispell Public Works Department. • This condition has been met. A traffic analysis has been submitted with the final plat application that concludes all of the roads in the area will continue to function at a level of service B or higher and that no improvements would be needed. Condition. No. 4 That a letter be obtained from the Kalispell Parks and Recreation Department stating that the a landscape plan has been reviewed and approved for the placement of trees and landscaping materials within the five foot landscape boulevard developed between the curb and the sidewalk. • This condition has been met. A letter from the Kalispell Parks and Recreation Department has been submitted with the final plat application approving a landscape plan. The landscape materials have been included in the subdivision improvements agreement. Condition No. 5 That a cash in lieu payment equivalent to the cost of the landscaping be placed in a fund to provide a contribution for a match for a bike and pedestrian trail along Willow Glen Drive at the City's discretion or a minimum 20-foot wide landscape buffer be developed between the subdivision and Willow Glen Drive to provide screening and buffering in accordance with a plan approved by the Kalispell Parks and Recreation Director. • This condition will be addressed during Phase 2 of the development. The City has been working with property owners along Willow Glen Drive and the County to Final Plat --- Leisure Heights Phase 1 October 27, 2004 Page 3 facilitate the construction of a bike and pedestrian path within the proposed landscape casement area. The cash in lieu of landscaping would be used as a partial match for federal monies used for this trail. Condition No. 6 That a ten foot right-of-way reservation be designated along Willow Glen Drive within the 20 foot landscape buffer that could be acquired for the future upgrade of the roadway. • This condition has been. met. The right of way reservation has been noted on the face of the final plat. Condition No. 7 That the developer obtain a letter from the Flathead County Road Department and the Montana Department of Transportation approving the improvements to the intersection of Leisure Drive and Willow Glen. Drive certifying that any necessary improvements have been made. • This condition has been. met. An approach permit was issued by the Montana Department of Transportation approving the approach an improvement. Most of those improvements will take place during the completion of Phase 2. Condition No. 8 The road within the subdivision shall be named and signed in accordance with the policies of the Kalispell Public Works Department and the Uniform Traffic Control Devices Manual and be subject to review and approval of the Kalispell Fire Department. This condition has been adequately addressed. The road signs are included in the subdivision improvements agreement. Condition No. 9 The developer shall provide a letter from the U.S. Postal Service approving the plan for mail service. • This condition has been met. A letter from the USPS approving a mailbox location has been submitted with the final plat application. Condition No. 10 Street lighting shall be located within the subdivision and shall be shielded so that it does not intrude unnecessarily onto adjoining properties. • This condition has been adequately addressed. Street lighting has been included in the subdivision improvements agreement. Condition No. 11 That the parkland dedication requirements shall be met by designating the homeowners park area on the plat and that improvements be made to provide access to that area and recreation amenities such as play equipment and / or picnic tables. • This condition has been adequately addressed or otherwise met. The homeowners park area has been platted with this phase of the subdivision. improvements to Final Plat — Leisure Heights Phase I October 27, 2004 Page 4 the park area will need to be made as part of the development of Phase 2 or bonded for as part of Phase 2. Condition No. 12 All utilities shall be installed underground. • This condition has been met. Utilities have been installed underground as certified by the engineer and verified by an on -site staff inspection. Condition No. 13 That the fire access and suppression system comply with the Uniform Fire Code and a letter from the Kalispell Fire Department approving the access and number and placement of fire hydrants within the subdivision as well as fire flows and access shall be submitted with the final plat. The fire access and suppression system shall be installed and approved by the fire department prior to final plat approval. • This condition has been met. A letter from. the Kalispell Fire Department approving the fire flows, hydrant locations and access was submitted with the final plat application. Condition No. 14 That a minimum of two-thirds of the necessary infrastructure for each phase for this subdivision shall be completed prior to final plat submittal. • This condition has been met. Most of the infrastructure for Phase 1 has been completed with the exception of sidewalks and landscaping which have been made part of a subdivision improvements agreement. Condition No. 15 All areas disturbed during development of the subdivision shall be re -vegetated with a weed -free mix immediately after development. • This condition has been adequately addressed. Seeding has been included in the subdivision improvements agreement. Condition No. 16 That preliminary plat approval shall be valid for a period of three years from the date of approval with an automatic three-year extension as each phase of the subdivision plat has been completed and filed. • This condition has been. met. The plat for this phase was submitted prior to expiration of the preliminary plat. COMPLIANCE WITH APPROVED PRELIMINARY PLAT The final plat is in compliance with the preliminary plat which was submitted and approved. Final Plat — Leisure Heights Phase 1 October 27, 2004 Page 5 COMPLIANCE WITH THE SUBDIVISION REGULATIONS: This subdivision plat has been found to be in compliance with the State and City Subdivision Regulations. COMPLIANCE WITH THE ZONING REGULATIONS This subdivision complies with the Kalispell Zoning Ordinance and the R-2 zoning. RECOMMENDATION: All of the conditions of preliminary plat approval have been adequately addressed. The staff recommends that the Kalispell City Council approve the final plat for this subdivision. Please note that the Subdivision Improvements Agreement should be accepted along with the final plat approval. Please schedule this matter for the November 1, 2004 regular city council meeting if possible. You may call me at 751- 1852 if I can be of assistance to you regarding this matter. Sincerely, Narda A. Wilson, AICP Senior Planner Attachments: Vicinity map I opaque mylar of final plat I reproducible mylar of final plat I blueline of final plat Letter from Schwarz Engineering dated 10/ 18/04 Final plat application dated 10/20/04 Letter from MDEQ dated 10/28/04 Letter from MDEQ dated 10/ 15/04 Letter Kalispell Public Works dated 10/22/04 Letter from Parks and Rec dated 10/ 12/04 Letter from Fire Dept dated 10/22/04 Letter from USPS not dated Engineer's certification dated 10/ 18/04 Subdivision Improvements Agreement dated 10/20/04 Letter of credit from Glacier Bank dated 10/20/04 MDOT approach permit dated 7/26/04 Letter from MDOT dated 6/ 14/04 Title report dated 7 / 22 / 04 Consent to plat dated 10/28/04 Treasurer's certification dated 10/25/04 Final Plat - Leisure Heights Phase 1 October 27, 2004 Page 6 Traffic Study by Schwarz Engineering dated March 2003 Reduced copy of plat c: Schwarz Eng & Arch, 100 Financial Dr., Suite 120, Kalispell, MT 59901 Wind River Development Corp., 300 Leisure Drive, Kalispell, MT 59901 Theresa White, Kalispell City Clerk ARCHITECTURE SCHWARZ October 18, 2004 Ms. Narda Wilson Tri-City Planning Office 17 Second Street East Kalispell, MT 59901 Re: Final Plat for Leisure heights Subdivision - Phase 1 Dear Narda: Wind River Development, developers of Leisure Heights Subdivision wish to file for Final Plot Approval for Phase 1 at this time. Improvements have been completed as described in the following item -by -item breakdown of the sixteen (16) conditions listed in the Preliminary Plat Approval dated March 17, 2003. A final plat application with filing fee and Subdivision Improvement Agreement addressing the conditions, which are not complete are also enclosed. 1. The site has been developed insubstantial conformance with the approved Preliminary Plat. 2. The roadways have been constructed in accordance with the City of Kalispell adopted Standards for Design and Construction. A letter from a licensed engineer certifying the improvements and a letter from the Kalispell Public Works Department dated December 1, 2003, approving this phase of the project as constructed are enclosed. 3. A traffic study assessing the impacts of the subdivision to Willow Glen from Leisure Drive is enclosed. 4. A letter from the Kalispell Parks and Recreation Department approving the landscape plan is enclosed. 5. A cash in lieu payment for the future bike trail along Willow Glen will be provided with submittal of the Final Plat for Phase Il. 6. A ten foot right-of-way reservation along Willow Glen has been designated on the Final Plot, 7. An approach permit for the improvements to the Willow Glen -Leisure Drive intersection has been obtained from the Montana Department of Highways. The improvements to this intersection will be completed as part of Phase II of this development. 8. The roads have been named and signed in accordance with the policies of Kalispell Public Works. SCHWARZARCH ITECTURIwAND ENGINEERING, INC. 100 1 1Lnancial [fir., Suite 120 -- Kafispell, MT 59901 - Tel: 406,755,1333 - Fax; 406.755.1310 - www.schwarzae.com � m Z 0 Z M M X Z n Ararda Wilson, Tri-CityPlanning Dice 10125120O4 Final Plat for Leisure Heights Subdivision Page 2 of 2 9. A letter from the U.S. Postal Service approving the mail service plan is enclosed. 10. Street lighting has been located within the development so as not to intrude onto adjoining properties. 11. The parkland dedication requirements have been met. Parkland area is indicated on the Final Plat. 12. All utilities have been installed underground. 13. A letter from the Kalispell Fire Department approving the fire access and suppression system is enclosed. 14. Phase I is approximately 90% complete. The Subdivision Improvement Agreement addresses the remaining items to be completed for Phase I. 15. Re -seeding of the areas disturbed during construction with a weed -free mix will be completed in the spring. This item is included in the Subdivision Improvement Agreement. The Subdivision Improvement Agreement lists the items which have not been completed, projected construction costs and completion dates. Also enclosed are a Title Report and two (2) signed Mylar copies of the Final Plat of Leisure (eights Subdivision. Please call me if you have any questions. Sincerely, =RING, Inc. Enclosures as Listed Cc: Wind River Development Project File # 1022-99 \ASaeserve \doccm®n's\�so �c` F,,es\Stedje. Do°',gAL e=sure He3gn1s Oc=_ober!& 2004.coc firs -City Planning Office 17 Second St East, Suite 21.1 Kalispell, MT 59901 Phone: (406) 751-1850 Fast: (406) 751-1858 FINAL PLAT APPLICATION KALISPELL X WHITEFISH COLUMBIA FALLS Project /Subdivision Name: Leisure Heights No. I Contact Person: Owner & Mailing Address: Address: 100 Financial Drive, Suite 120 Phone No.: 406-755.1333 Date of Preliminary Plat Approval: 3.1.7.2003 Type of Subdivision: Residential X Industrial Commercial PUD Other Total Number of Lots in Subdivision Phase 1., 35 Lots Land in Project (acres) 12.196 Acres Parkland (acres) 5.3 Acres No. of Lots by Type: Single Family 35 Duplex Commercial _ Condominium Cash -in. -Lieu $ Townhouse Apartment Industrial Multi -Family Exempt Mobile Home Park Recreational Vehicle Park Planned Unit Development Other Legal Description of the Property 'fa, NWY4, Section 21, T 28N, K 21W, .M.M., Flathead County, Montana FILING FEE ATTACHED $ 2,100.00 Minor Subdivision with approved preliminary plat $400 + $40/lot Major Subdivision with approved preliminary plat $650 + $40/lot Subdivisions with Waiver of Preliminary Plat $600 + $40/lot Subdivision Improvements Agreement $ 50 1 Attached Not Applicable (MUST CHECK ONE) Health Department Certification (Original) K Title Report (Original, not more than 90 days old) K Tax Certification (Property taxes must be paid) K Consent(s) to Plat (Originals and notarized) K Subdivision Improvements Agreement (Attach collateral) K Parkland Cash -in -Lieu (Check attached) K Maintenance Agreement K Puts: 1 opaque OR 2 mylars 1 mylar copy 1 signed blueline 4 bluelines 4 bluelines, unsigned 11X17 Copy 11X17 Copy **The plat must be signed by all owners of record, the surveyor and the examining land surveyor. Attach a letter, which lists each condition of preliminary plat approval, and individually state how each condition has specifically been. met. In cases where documentation is required, such as an engineer's certification., State Department of Health certification., etc., original letters shall be submitted. Blanket statements stating, for example, "all improvements are in place" are not acceptable. A complete final plat application must be submitted no less than 60 days prior to expiration date of the preliminary plat. When all application materials are submitted to the Tri-City Planning Office, and the staff finds the application is complete, the staff will submit a report to the governing body. The governing body must act within 30 days of receipt of the revised preliminary plat application and staff report. Incomplete submittals will not be accepted and will not be forwarded to the governing body for approval. Changes to the approved preliminary plat may necessitate reconsideration by the planning board. I certify that all information submitted is true, accurate and complete. I understand that incomplete information will not be accepted and that false information will delay the application and may invalidate any approval. The signing of this application signifies approval for Tri-City Planning staff to be present on the property for routine monitoring and inspection during the approval and development process. **NOTE: Please be advised that the County Clerk & Recorder requests that all subdivision final plat applications be accompanied with a digital copy. 0" (s3). ignature Date **A digital copy of the final plat in a Drawing Interchange File (DXF) format or an AutoCAD file format, consisting of the following layers: 1. Exterior boundary of subdivision 2. Lot or park boundaries 3. Easements 4_ Roads or rights -of -way 5. A tie to either an existing subdivision corner or a cornier of the public land survey system As approved by the TCPB, Effective 3/ 15/04 E Montana Department of Im JEANVMONMFMALQUAUTY Judy Martz, Governor 109 Cooperative Way • Suite 105 • Kalispell, MT 59901-2389 • (406) 755-8985 • FAX (406) 755-8977 Robert W. Stauffer October 28, 2003 Schwaaz Engineering 100 Financial Drive, Suite 120 Kalispell, MT 59901 RE: Leisure Heights Water & Sewer Extensions, EQ#04-1658 Dear Mr. Stauffer: Plans and specifications for the above -referenced project have been reviewed by personnel with the Permitting & Compliance Division utilizing the certified checklist procedure. The plans and specifications are hereby approved. One set of plans and specifications bearing the approval stamp of the Department of Environmental Quality is enclosed. Approval is based on plans and specifications received October 24, 2003 under the seal of: John P. Schwarz, P.E. # 11258PE. Approval is also given with the understanding that any deviation from the approved plans and specifications will be submitted to the Department for reappraisal and approval. Within 90 days after the project has been completed the project engineer shall certify to the Department that the project was inspected and found to be installed in accordance with the plans and specifications approved by the Department. This certification shall be accompanied by a set of "as -built" record drawings signed by the project engineer. It is further understood that construction will be completed within three years of this date. If more than three years elapse before completing construction, plans and specifications must be resubmitted and approved before construction begins. This three-year expiration period does not extend any compliance schedule requirements pursuant to a Department enforcement action against a public water or sewage system. Please be aware that this project may need a storm water general permit. Please contact the Water Protection Bureau at 406-444-3080 for more information. Sincerely, e/ der, Environmental Engineer Specialist PWS Permitting & Compliance Division cc: Wind River Development City of Kalispell, Department of Public Works Flathead County Sanitarian File Centralized Services Division ^ Enforcement Division m Permiffing & Compliance Division � PJAnning, Prevention & Assistance Division • Rensedia?ion Division October 15, 2003 Schwarz Engineering Bob Stauffer 100 Financial Dr Suite 120 Kalispell MT 59901 Dear Mr Stauffer: RE: Leisure Heights Municipal Facilities Exclusion EQ#04-1217 City of Kalispell Flathead County This is to certify that the information and fees received by the Department of Environmental Quality relating to this subdivision are in compliance with 76-4-127, MCA and ARM 17.36.602. Under 76-4-124, MCA, this subdivision is not subject to review, and the plat can be filed with the county clerk and recorder. Plans and specifications must be submitted when extensions of municipal facilities for the supply of water or disposal of sewage are proposed 176-4-111 (3), MCA}. Construction of water or sewer extensions prior to DEQ, Public Water Supply Section's approval is prohibited, and is subject to penalty as prescribed in Title 75, Chapter 6 and Title 76, Chapter 4. This file has been mailed to the Water Protection Bureau, Kalispell Office for their review. ,Sincerely, ;/;I Janet Skaarland Compliance Technician Subdivision Section Water Protection Bureau (406) 444-1801 — email jskaarland@state.mt.us state.mt.us cc: City Engineer, City of Kalispell County Sanitarian file U Cemralized services Division • Enforcement Di: islon ^ Permit<ing Ec Compliance Division a Planning, Prevention & Assistance Division e Reanediation Division g aL City of Kalispell Public Works Department Post Office Box 1997, Kalispell, Montana 59903-1997 - Telephone (406)758-7720, Fax (406)738-783 [ October 22, 2004 Robert W. Stauffer Schwarz Engineering 100 Financial Drive, Suite 120 Kalispell, Montana 59901 Re: Leisure Heights Subdivision -- Phase I Dear Mr. Stauffer: The City of Kalispell Public Works Department hereby approves the existng, completed improvements except those listed in the Subdivision Improvement Agreement, Exhibit B, for the referenced subdivision. Approval by the City of Kalispell for the City owned and maintained improvements is granted based on the following: 1. Schwarz Engineering letter dated October 18, 2004, certifying that the improvements within the referenced subdivision have been inspected and installed in accordance with the City of Kalispell standards and the approved plans and specifications. 2. Our video records of the sanitary sewer system. I 12orair* of n CZiiMhticinn rmnrmjampnf Anraamnnf whirh rnnfminc tha fnfai acHmntarf rnnctntrHnn costs plus 25 percent covering the estimated costs for the remaining sidewalks, gutters, street signs, street trees, and seeding. The Subdivision Improvement Agreement is certified by Robert W. Stauffer, P.E., to being an accurate accounting of anticipated costs for the remaining improvements. The one year warranty period for the City owned and maintained existing, completed improvements will commence on October 18, 2004. The one year warranty period for the remaining construction will commence upon acceptance by the City of the completed constructed improvements in accordance with approved plans and specifications. If you have any questions, please do not hesitate to contact this office. Sint ly, Frank Castles, P.E. Assistant City Engineer Cc: Narda Wilson, Senior Planner Tri-City Planning Office 6%t� of Kalis..jr Parks and Recreation October 12, 2004 35 1" Ave East — P O Box 1997 — Kalispell MT 59903-1997 Phone: (406) 758-7718 Fax: (406) 758-7719 Email: parknrec@kalispell.com Cr'h%A/nr7 ©rrhitartitra A Fnrtinaarinrt 100 Financial Drive, Suite #120 Kalispell Iv2T 59901 Re: Leisure Heights Subdivision Landscaping Dear Mr. Stouffer: This letter is to notify your firm that we find the landscaping materials (subdivision site plan, typical tree planting detail and bid to plant 100 maples) submitted October 12, 2004, acceptable and meeting the requirements for subdivision development with the minor exception of tree caliper size. At this time, as Director of Parks and Recreation, I am specifying tree sizes for subdivision plantings to be a minimum of 1 1/2" inches in diameter at six inches above ground level and spaced according to the City of Kaiispell Street Tree Ordinance. Should you have any questions or concerns with spacing please give me a call. Arrangements need to be made with Tri City Planning for bonding of these improvements. efr,t„ l MichaE r o-X'gVT 18 gY: -- ------------ --- KALISPELL FIFE DEPARTMENT Randy Brodehl - Fire Chief Jim Stewart - Assistant Chief/Prevention Dee McCluskey — Assistant Chief Operations October 22, 2004 SCHWARZ Architecture & Engineering, Inc. Attn: Bob Stauffer 100 Financial Dr - Suite 120 Kalispell, MT 59901 Re: Leisure Heights — Phase I Dear Mr. Stauffer, 312 First Avenue East Kalispell, Montana 59901 (406)758-7760 FAX: (406) 758-7952 In response to your request for approval of the above -referenced project, our department approves final plat for Leisure Heights — Phase 1, with the following information and conditions. • Fire hydrant locations, fire flows, and fire department access are approved by this department. • It is our understanding that emergency vehicle access will be available through Phase II of the project, eliminating the need for a temporary fire apparatus turnaround. Please contact me if you have any questions. Sincerely, Jim Stewart Prevention Chief/Fire Marshal Kalispell Fire Department cc: Narda Wilson, Tri-City Planning office OCT 2 5 2904 Ye-------------------- ".=Assisting our community in reducing, preventing, and mitigating emergencies. " FLATHEAD STATION 248 FIRST AVENUE WEST KALISPELL MT 59101-9998 October 1, 2004 To: Planning Board RE: Leisure Heights To whom it concerns: The above referenced project has been reviewed. A suitable location for mail delivery has been established . Centralized boxes will be installed at suitable location with a turnout area for the carrier to service these boxes. The developer will be responsible for purchasing the CSUs. If you have any questions please feel free to call me at (406) 755-0187. Sincerely yours: Elden Marve# Manager Customer Services (406)-755-0467 FAx (406�755-0376 r ARCHITECTURE SCHWARZ October 18, 2004 City Council - City of Kalispell P.O. Box 1997 Kalispell, MT 59901 Re: leisure Heights Subdivision - Unit 1 Certification of Subdivision Improvements and Agreement Dear Council Members: Please be advised that we have inspected the improvements to Leisure Heights Subdivision - Unit No. 1 and to the best of our knowledge and belief, all required improvements with the exception of those listed in the Subdivision Improvements Agreement, have been installed in general conformance with the approved plans and specifications, and in accordance with the City of Kalispell Design and Construction Standards. Sincerely, SCHWARZ ARCHITECTURE & ENGINEERING, Inc. n Schwarz, P. Cc. Project File # 1022-99 C:ASCHWAR--2VPROJPC-I\wind River Development\!more Hc�1h1,sVC3ty Council -City of Kcnrel;, Ocfaber t8, 2004.doc m z n z M M M z n SCHWARZARCHITECTURE AND ENGINEERIN6, INC. 100 Financial Dr., Suite 120 - Kalispell, MT 59901 - Tel: 406,755,1333 - Fax: 406.755.1310 - www.sc-hwarzae.com 10/27/2004 19:19 4067569204 FLATHEAD ELECTRIC PAGE 01 WIND RIVER DEVELOPMENT CORP Suked By, dan StAked Date! '717.11WIfil Account # NIA Q\, 50. Ey, it Check 0! Amount Pd' Q Amount Pd: -501'N'4—QS - BY Date: %0\%S�04 Click# rIM26 #2 STR. 220 MIL I SKV EPP, 2,561 S2,314.53 $3,016,60 P"32 4/0 SM ISKV BPJR 2,258 S2,186.46 $4,598-42 SEC554 4/0 USE TPX 347 $483-85 $300-95 SEC557 350 MCM USE TPX 2,955 $4,730,30 $4,6$1.31 UA-2B RISER, SINGLE W/ BRKT. 1 $490,61 $241,97 UA-4B URD RISER UNDERGROUND SOURCE 1 $490.61 $194.35 UFER LTER GROUND 17 UG7S-25 25KVA TRANS, ASSY, URD 10 S4,260.59 $5,924,54 UG7S-50 50KVA TRANS. ASSY- URD 4 $1,704-24 S3,607.71 UK5 SECONDARY PEDESTAL W/ 3 OONN, 35 $4,518.81 $4,905,60 UM3-14 SINGLE PHASE ENCLOSURE 3 $445-43 $678-02 VMSO-M-3 3" MR CONDUIT 7,669 UM6-1 F-LI30W 15KV 37 $3,343,92 S82030 UM6-10 GRD. TROT. CAP 15KV (N,0,1,) 3 $19.37 $27.82 U1t 6-22 FOUR WAY MODULE 15KV 3 $503-52 $299-95 UM6-34 ELBOW/ARRESTOR 1 $90,38 $63.50 UM6-4-30 FAULT INDICATOR 300 3 $292,43 $229,92 1UM6-5 FEEDTfiRU-ROTATABLE ISKV 1 $90.39 $145,38 UR2-3-MR MBR SEC. TRENCH 39 UR2-1'111BR NIBR TRENCH 17 Crew Ham: A0 I VV'K ar'p Q'I V1 n '7'2.0 II Constniction Cost: $55,70105 General Overhead, $8,355.31 Transportation $3,620.63 Engineering, S1,9493-7 Additional FEC Costs: S0-00 Explanation: TOTAL COST: $69,628.00 FEC Transformer Contribution S19,293.85 FEC New Service Allowance S0.00 Additional FEC Allowance. $0A)0 Explanation-. Deposit Paid, $250.00 TOTAL ALLOWANCE: $19,543.85 Note: FEC provides all transformers and meters free of charge TOTAL DUE' $501 083. 00 CREDIT/DEPOSIT INFORMATION No Deposit Required Account# NA $200.00 Advanced Pz.�wevt Required Require Amount Current Amount Paid ESTIMATE VALID FOR 90 DAYS FROM: 10111/2.004 10/27/2004 19:19 4067569204 FLATHEAD ELECTRIC PAGE 02 Rr CEWT Date , �a --�s� n� No. 564692 Received From, A 0- Address UM t spy For .. , Ed Q 2Do�� o q Q f—Hbwpai&7 Bence Due B� CenturyTel of Montana, Inc. dba CenturyTel Agreement for Subdivision Telephone Facilities THIS AGREEMENT, made, February 20, 2004 by and between CenturyTel of Montana, lot. dba CenturyTel, with its principal place of business in Kalispell, Montana located at 2" North Main hereinafter .aF M W as +� T ha (mm�Anv" nn,4 .Inv Mahhj, rin Crhrw!z" Engineering herennafierr referred to ae "i?evelnrser"' ,e-F'- sw.A was au.+ .....,,.i.....�, ........ ....J ..........»..y r. ...o ^-e'------a-_'--'-' ----"-- -- -- "'. - - -"-r-- RECITALS: 1. Developer is in the process of subdividing and developing property or has subdivided and developed property, which property is hereinafter referred to as "Project", and will be or is offering lots or portions of the Project for sale or lease_ 2. Developer is desirous of riling the necessary arrangements for the installation of telephone facilities to serve the Project and the various portions thereof. 3. The Company is agreeable to install telephone facilities in the Project and the various portions thereof, subject, however, to the terms and conditions as hereinafter set forth. The parties agree as follows: L IN TALLATION OE FACILITIES: The Company agrees to design and install telephone facilities in the Project located in Flathead County, State of Montana, and lawn as Leisure H hts Subdivision telephone service to subscribers in the Project as the tots and portions of said Project are developed and sold or leased. 2. ADVANCE: Proniptly upon the execution hereof, Developer shall pay to The many as an advance against The Company`s cost the sum of ich is the estimated cost of design, purchase, and installation of such telephone facilities. If multiple visits are required due to customer caused delays„ an additional charge of $200.00 per visit will apply. Upon completion of such installation and a determination of the actual cost thereof by The Company, the Developer shall within ten (1 U) days after written demand can the Developer by The any pay to The Company an additional amount not to exceed 10% of the estimated cost if the actual .cost is greater than the estimated cost. The Developer shall be entitled to.a reimbursement of the difference ifthe actual cost, as finally deter by The Company, is less than the sum herewith as the estimated cost. 3. REFUNDS. (a) Developer shall be entitled to a refund from The Gamy of $557.i15 for each lot or portion of the Project connected to The Company's facilities for telephone service to a subscriber within the period of five (5) years from the date of which the facilities to be installed by The Corripmy umler the terms of this Agreemerrt are completed. It is specifically understood rind agreed that the installation of the facilities contemplated hereunder do not include the services rendered to a subscriber. If an adjustment of cost is made in accordance with the terms of Paragraph 2 of this Agreement, the refund shall be adjusted accordingly based on the actual cost of the design, purchase and .installation to The Company. It is understood and agreed that the amount of refund is detmained by dividing the sum paid to The Company under the term of Paragraph 2 of this Agent by §?* in the Project. ***Lets 1 through 67. (b) Such refund shall be paid to the Developer each year for all lots and units connected during the previous calendar year. No interest shall be charged or paid on any payments made by the Developer to The Coiupaiay or on any refunds due Developer by The Company. _ All refund requests roust be submitted to CenturyTei each year between 11RUM 1 and February.. 11 within the five (5) year refund period. (c) Developer shall not be entitled to any refund for lots or units connected after expiration of the five (5) year period described in Paragraph 3 (a) of this Agreement, and any urireftinded portion of said cost referred to in Paragraph 2 shall become the property of The Company free and clear of any claims: of the Developer. KAEErwoRKDtsu8OM-S+CsN"U8D;V coati MONTANA.WC 1 4. RIGHT OF WAY AND TRENCHES: Developer shall provide at no cost to The Cony appropriate utility rights of way by dedicating strips or easements for the installation of The Cozy's facilities, such rights of way or easements to be dedicated or conveyed in a form acceptable to The Company. Such rights of way shall be graded to serni-finished grAde by, or at the expense of, the Developer prior to the trenching or installation of The Company's facilities hereunder. Developer may provide, with the consent ofThe Company, all trenching, excavation and back filling necessary for the proper installation ofThe Company's faacilities, at no cost to The Company, and in accordance with the specifications to be furnished by The Company. 5. DAMAGES TO FACII.IM : Developer agrees to comply with all the Statutes of the State of Montana or any agency or municipality having jurisdiction thereof relating to any excavation, trenching and back filling necessary and proper for the installation ofThe Company's facilities. Developer shall pay The Cony for any damage caused to The Company's facilities by Developer or any of Dmlopees contractors or subcontractors, and Developer shall hold The Company harmless firom any and all damage, liability, cast or expense of whatsoever nature resulting from any damage caused to Ile Companyy by Developer or any of Developer's comftactors or subconuwtncs. Such damage shall be Paid promptly by Developer to The Cry at such time as The Company has determined the amount of damage susiamed by The Company under the terms of dais paragraph, 6. REGULATORY .iURISHICT ON: This Agrees the obligations of The Company hereunder, and all telephone service to be provided by The Company in connection hereunder, shall be subject to the rules, regulations and orders of any regulatory agency having jurisdiction thereat and the rates, rules and regulatiorts ofThe Cozy's tariffs as rnsw or hereafter filed with the regulatory authorities with whom such tariffs must be filed. 7. SUCCESSORS: The rights and obhgations of this Agreement shall inure, to die benefit ofanlbe binding upon the respective heirs, adrrrinistrators, executors, successors and assigns of the parties hereto, provided, hOw+em, that no assignment of any ofDeveloper's rights ofobligations hereunder, or any portion hereof, shall become effective with out the prior written consent ofThe Company 30 days after the receipt ofyour payment and sighed contract before we will begin construction. Ili WI MESS HEREOF, the parties hereto have caused lids Agreement to be executed as ofthe Clay and yew first herein above written. ***Montana Department of Transportation pent required. COMPANY: CenturyTel of Mostam Inc. ciba Cep Tel By: Jeremy Ferldn — General Manager By: (O / veloper) Date: i ` 101 K NETWORMSUBDrOSHASSUBONCONT MONTARkDK GENT 1 Y l 29D N Main St Kalispell, Montana 59901-3946 406-756-1000 Thursday, February 19, 2004 Joy Mahlum C/o Schwarz Engineering 100 Financial Drive, Suite #120 Kalispell, MT 59901 Re: Leisure Heights Subdivision Joy: Enclosed you will find a contract for your subdivision. Upon your agreement of the contract and charges, please sign and return it to this office along with your check and copies of your approved plot plan with lot numbers and addresses. If we do not receive the contract within 60 days from the above date, your request will be considered cancelled. 1. You must provide a correct street address for each corresponding] lot number in your subdivision for our records. 2. After you have returned the signed agreement, payment, and approved plot plan, you must allow us a minimum of 30 days from the paid date before any placement of cable. Contact Art Witts of Centu Tel at 406758-1632 ten 10 working days before the date of trench opening. Please don't hesitate to contact me at (406) 758-1225 if you have any questions or if I can be of further help. Sincerely, t' Coy ills Engineer 11 /sv � IR� I FEB 2 4 Z004 WIND RIVER DEVELOPMENT INC $9746 Page 2 O J J Q C� .... ,. ...__. 2Cl41 w.m RrvER 01t PiAEHi CORPOART" cT D7d.55' ra. rOO iQ4 yrf R.Q424Q E4 i8C O8R 7t6*l 0000O2O7155r 1041 $2,072.55 06/04/2004 1O42 11= Rr-7M OW40JDMEMT C ORPC RAT*N rro - - � .� Tay mine. Dieu er 3 yAt!_aa x i �'Q[3-EC142�`,. CC€92R0 k4.E$r. IS$9 7�.Sr' .°EfOQFl EBO ►2QI' i 1042 $1,801.20 06/03/2004 rOCi iO43�r._CO929OL4E$K lib$ 7A.64, "Mm 17&itSt 1043 $1,761.25 06/09/2004 Kalispell ©fhce Phone: 406-751-2210 PO BOX 9888 Pax. 406-751-2224 Kalispell MT 59904 WIND RIVER DEVELOPMENT CARP 300 LEISURE DR ALISPELL MT 59901 Customer Contact: Customer Number: 1036826 Quotation Quotation No. 20011971 Document Date 02/10/2004 Payment Terms Payable upon receipt Service Order No. 23064642 Quotation Valid To: 05/10/2004 I Item I Material Description I Quantity I Unit Price f Amount i This quote for a back bane natural gas systern for the first phase of Leisure Heights Subdivision . This quote reflects NWE doing all the digging and the deve*w providing mad crossings and a 10' natural gas line easement platted on the back lot lines of the lots in the route of the proposed system. This quote does not include any of the cost to reroute J lower the existing line along .Leisure Dr. oolo 1228 (Adv. Rule 6-2) Gas Main Res Price - Labor & Materials Tax adder Subtotal Total Amount... Please contact JOHN SWENS€3N if you have questions regarding this quote. 15,366.00 2,304.90 17,670.90 17,670.90 7 of I WIND RIVER DEVELOPMENT INC 89746 Page 1b5 L RECEIVED la3b Z iO3s VnNg "WER DEVELOPMENT GAAPOPATtON MAY 2 0 «aG. er _ i1,b7o.yo. ... r61W S:O9 2OiL93: 0801,,"9 1039 $17,670.90 07/07/2004 t 1044 $850.00 07/07/2004 1045 WOO RrWgk DEVELOPMENT CORPORATION wa�3.�.n ssw Irp- 3 r A �•[il440-t5#1 409290kkU ,....Ufl9__7�,6+' 1045 $4,249.84 07/08/2004 tRTi ree ersThree Rivers Bank of -Montana isa place where you can still know your banker, get personalized attention and quick answers because yi were independently owned and locally Operated. 4r Of �.OIitdfaa IRREVOCABLE LETTER OF CREDIT City of Kalispell Irrevocable Letter of Credit 4102004A PO Box 1997 Date: October 20, 2004 Kalispell, MT 59903 Expiration Date: July 1.5, 2005 Amount: $83.778.75 U.S. Dollars We hereby establish in your favor an Irrevocable Letter of Credit up to the aggregate amount of Eighty Three Thousand Seven Hundred and Seventy Eight Dollars and Seventy -Five Cents (83,778.75) at the request of Wind River Development Corporation. If Wind River Development Corporation fails to maintain the city infrastructure improvements in the time period listed above, we will pay on demand your draft or drafts for such finds, to the limit of credit set forth herein, as are required to complete said improvements. All drafts must indicate the number and date of this letter of credit and be accompanied by a signed statement of an authorized official that the amount is drawn to repair improvements and specifying the default or defect in question. All drafts must be present prior to the expiration date stated above, and this letter of credit must accompany the final draft for payment. This letter may not be withdrawn or reduced in any amount prior to its expiration date except by your draft or written release. Unless otherwise expressly stated, this Letter of Credit is subject to the Montana Uniform Commercial Code and the Uniform Custom and Practice for the Documentary Credits (1993 Revision) International Chamber of Commerce Document No. 500. Si cerely, A.J. king"--, ._ Senior Vice President AJKlcan 233. Idaho ®'. O. fox 12t3 Kalaar�Il,T SR90-02ot? • 40�-L55-4277 Fax 406-2-1-C3219 • I-800-7127968 2 X. _�'Ierei«r Road • C�ati�pe��, NIT 0�301 • 4CJ6-i5-532 • hex 4D(i 257 017 MEMBER F.©.I.C. CONSENT TO PLATTING Pursuant to Section 76-3-612, MCA, the undersigned, Mirth Stedje, do hereby join in and consent to the annexed plat and release (my)(our) respective liens, claims and encumbrances as to any portion of said lands shown on such plat as being dedicated to the use of the public forever. IN WITNESS WHEREOF, said parties have caused their names to be subscribed thereto, on this' r day of , 200. Mirth �tedj e STATE OF MONTANA ) ss. County of Flathead This instrument was acknowledged before me or 00A by ® �& � Notary Public for the State Q Residing SE My Commission expires��_�� CONSENT TO PLATTING Pursuant to Section. 76-3-612, MCA, the undersigned, Three Rivers Bank, do hereby join in and consent to the annexed plat and release (my)(our) respective liens, claims and encumbrances as to any portion of said lands shown on such plat as being dedicated to the use of the public forever. IN WITNE WHEREOF, said parties have caused their names to be subscribed thereto, on this Z3 dayof( , 200'. STATE OF MONTANA ) ss. County of Flathead This instrument was acknowledged before me on 200; by t� J.tt e p N6tary Public for the tate of Residing ati My Commission expires ���}3 ��� Attachment for Leisure Drive (City of Kalispell) 7/2004 5317 W 1.3 Existing County Read being Annexed by the City This permit is for reconstruction of an existing approach. 2. Permittee or their contractors are required to locate and move or protect all utilities and encroachments currently buried on MDT right of way. 3. Pe€mittee or their contractors are required to meet minimum signing and traffic control requirements while working on MDT right of way. 4. Perrnittee is responsible for any rucks, gravel, or dirt that is carried onto the roadway by this construction. Sweeping and cleaning will be donne daily at the pernittee's expense. 5. There is not a need for a cWveit at this time because any water flaws away from the highway onto the private property. This drainage must be,perpetu€ated. It is understood and agreed that no construction on the private property will interfere with the existing drainage- 7. Contact Cliff Steinmetz at 751-2023 one week prior to starting construction to confirm location and construction details. 8. For permit to be vailid,.ali work:must be completed, inspected, and signed with 6 months. Contact CUffSteinmetz at 75I 2023 for the final inspection and approval signature. S317-1.3 Seed Nfixture For Disturbed Land on VDT Right of Way Slender W-heatgrass Hard Fescue Tall Fescue Z lbJacre .5 Ib/acre; 3 lb/acre 5 lb/acre 20 lbs. seed per acre SIi1lULOER � #�G�AY SHOULDER SHOULDER 4F ►CCHKAY OF MOmAY 25' rt. 25' R. M AL WN. R/w R!W SLOPE ALL SLF)PE Mkt t SEE PLANS LArWDINC 1% _ 2% LA O' tiiGFi�PAY FOR itIQTH STRIPS STr IP {o FOR DRAINAGE FOB I tNRI O LAril1 #tkmrtG sTRr� s�� 2s' R. 25' R APPROACH& 25.0' WN. FOR PRIVATE OR FIELD APB* TS. t'IitII tt OR: COt3fit1C AND >1OF SKOMOEA 8MCNRAY IIAI#q.INE SEE FERNS MR S M. WlNL INE OTTCH GRACE —� ... �. _ DITCH GRACE--7 TYPICAL 5 CTION AT MdAMLI.IYE DITCH USEt Fi tG C[[� 1fERTS i1Ei51S1(C i CLEAR 2ON8 OR P19MOE ENOTREAtWNT. 24.0' 6s 1 set SEE PLANS FOR SURF. TYPICAL SECTIM IN THOROUGH FILL NOTES, APPROACH GRADE IS NOT TO EMCEED IOX UNLESS TRAFFIC VOLUTES AND COST INDICATE SUCH TO BE JUSTIFIABLS- CONSTRUCT APPROACHES TO FIT LOCAL CONDITIONS. PAIRMI2E TRAFFIC HAZARDS. AND AFFORD ENTRY AND EMT OF TRAFFIC To AND FRCU THE MAIN ROAD, SECURE WRITTEN PERIOSSION FROM LANDOWNER FOR WORK 8EYUH11 THE RICHT-OF-VAT. FILL SLOPES W-so' IP Tip-2C• 411 2 . -aa' 121 OVER. 30, 2s f 24' MBE+i. _ __..Montana Department of Transportation ... - -....._-- Missoula Dfstnc Offl'Ce 2100 W Broadway PO Box 7039 Missoula, MT 59807 7039 June 14, 2004 Narda Wilson Tri City Planning 17 Second Street East Suite 211 Kalispell, MT 59901 Subject: Leisure Hei ghts - Second4y 31.7 TRI-CITYI Narda, I am writing in regards to the Leisure Heights subdivision located on Secondary 317 in Kalispell. As I understand it, the subdivision will have 67 lots, with I 1 of those lots bordering Secondary 317. We are requesting that the developer build the homes leaving a buffer between the current R/W and the new horses that border S--317. This will make the necessary R/W acquisition for future projects in the area less impactive to the adjacent landowners. MDT's current standard is to acquire a minimum of 65, or 10' beyond the construction limits on either side of centerline for a collector road. The developer should not only consider the 65' distance from centerline to the future R/W, but a buffer between the future R/W and the homes. This will again reduce the impact to homeowner if the homes are far enough away from the future R/W. Currently, the county has made this section of roadway their next priority for secondary work in Flathead County. The project has not been programmed, and has to go through the Secondary Roads Committee for approval before it is programmed. Right now, reconstruction of this road would likely happen eight to ten years from now. It will make it easier on everyone if there is room for expansion. Narda, if you have any questions, please feel free to contact me at 523-5830. Sincerely 7: " Shane Stack Engineering and Design Manager copies: Dan Martin Clay Colby Steve Herzog Wayne Noem Phone: (406) 523-5800 -_ro,rer iTY: (800)335-7592 Toll -free: (888) 231-5819 Web Page: wwwmdtstotamt. us Plat Room Flathead County, Montana 800 S. Main St. Kalispell, MT 59901 (406) i58-5510 This Form is for Subdivisions & Condominiums Only BY: r FOR: r . Co-rp DATE C; l DESCP:' PURPOSE TA R, YEARS ASSESSOR # 2000 THRU _L- _ - -- & TO DATE I hereby certify that there are no outstanding taxes on the property assigned the assessor numbers listed above, for the years indicated for each assessor number. �-- Deputy Treasurer (seal) Traffic Study for Wind River Development far Leisure Heights Subdivision March 2003 Or 'S C H \/VA P�Z 0 ARCHITECTURE & E N Ci I t",-J E E R t ICI C 100 A NANCIAL DRIVE, 5V ITE # 120, KAU5PELL, MT 59901 TEL 406.755.1333 wswschtomr4e.cam FAX 406.755.#3fO Section Introduction TABLE OF CONTENTS Page Existing Conditions 1 Trip Generation and Traffic Distribution Model 5 Conclusion 6 Figures Figure t - Proportion of Service Curt 1 Figure 2 - Willow Glen Intersection 2 Figure 3 - Kelly Road Intersection 3 Figure 4 - Leisure Drive Intersection 3 Figure 5 - Aerial Photograph 4 Figure 6 - Movement Count Summary 5 Appendices Appendix A -- Existing Peak Flour Traffic Counts Summary Appendix B - Montano Department of Transportation Traffic Count Data Appendix C - Analysis of Existing Level of Service Appendix D - Trip Generation Calculations Appendix E - Proposed Peak Hour Traffic Counts Summary Appendix F - Analysis of Proposed Level of Service Traffic Study for Wind River Development Leisure Heights Subdivision Project INTRODUCTION This study has been conducted in response to Staff Recommendation 3 of Staff Report #KPP-03-1 completed by the Tri-City Planning Office regarding Leisure Heights Preliminary Plat. Leisure Heights is a 67 lot, single-family residential subdivision. In Recommendation 3, staff requests that "a traffic study analysis be conducted assessing the impacts to Willow Glen Drive as a result of the subdivision..." Schwarz Architecture & Engineering, Inc. has conducted traffic studies of the Leisure Drive and Willow Gen, and the Kelly Road and Willow Glen intersections to evaluate the effects of the subdivision on the road system. The traffic movement counts used in the studies were collected on January 29, 2003. The counts were taken with the Manual Counting method between the hours of 7 am and 7 pm. Manual counting was used because it allows for accurate grouping of classes of vehicles, and type of turning movements. The recorded data and the results of the subsequent analysis are outlined in the following report. EXISTING CONDITIONS A traffic system can be broken up into three primary components. These components are Arterials, Collectors, and Local Roads. An arterial's primary purpose is to conduct traffic from one point to another with freedom of mobility as the highest priority service. Providing local access and access to abutting properties is the lowest priority service for an arterial. Collectors are designed to provide both fond access and the freedom of movement as equal priorities. A local streets highest priority of service is to provide local access with freedom of movement as its lowest nric)rity_ The attoc_hed nrnnh nrnvirlt�rl by thp American Association of State and Highway and Transportation Officials f AASHTO) helps give a visual description of the different functions. PgonRTioN OF sERv= Figure 1 - Proportion of Service Chart Traffic Study, Wind Diver Development 3/5,,2003 Leisure Drive, Kalispell, Montana Page 1 of 6 The 1993 Kalispell Area Transportation Plan has defined Willow Glen as a minor arterial. This classification indicates that Willow Glen should function primarily as /9 r�r A fi r4f frrr`;N+rrtat mnvctimAni frnrn nnr.� nnint to rinnfN-r Thiz minnr nnrtlnn J \. \A I%I.Ad II I V 1 Ivy v., II I— .. v+v.. — . . . .t v. ,. y.i .. v.... .— _..—...—.. . . . — ....._. r.�_... �.. of the classification indicates that the road should have some portion of its service requirement be for local access and interior community continuity. Currently, Willow Glen Drive is a paved road with 1 1-foot lanes and 1.5-foot shoulders. The posted speed limit is 35 MPH and there are no passing zones provided. Willow Glen has approximately 35 access points per mile. Many of these access points are driveways that serve single-family homes. The road is generally level with a few rolling hills. A picture of the subject portion of Willow Glen is provided in Figure 2. Figure 2 - Willow Glen Drive as Viewed from the Intersection with Kelly Road In conducting our analysis of the impacts on the traffic system, we focused on the function of the two -access points or intersections along Willow Glen that will be affected by the proposed development. These two intersections are Willow Glen with Leisure Drive, and Willow Glen and Kelly Road. The intersection at Kelly Road is a 4-leg intersection with two stop signs placed along the Kelly Road approaches. The Kelly Road approach from the west has two 12-foot asphalt travel lanes with no shoulders or curb. The approach from the east has two 15-foot asphalt travel lanes with curb. The approach from the east has a moderate grade. Willow Glen has the geometry noted above. Figure 3 indicates the intersection geometry as viewed from the Willows subdivision looking west. Traffic Stud}; Wind River Development 31512003 Leisure Drive, Kalispell, Montana Page 2 of Figure 3 - Kelly Road Intersection Looking West. The Leisure Drive intersection is a T intersection with a single approach from the east. This approach has two t 2-toot asphalt lanes with no shoulder or curb. Willow Glen has the some geometry as noted above. Figure 4 provides a view from the intersection looking east. Figure 4 - leisure Drive Intersection Looking East. Traffic Study, Wind River Development 3/5i2003 Leisure Drive, Kalispell, Montano Page 3 of The two intersections listed above formed the key points for our analysis of impacts on the existing transportation system. Figure 5 provides an overall aerial view of the subject area. Please note that the photo was taken in 1990 and may not include the most recent improvements to the subject area. Figure 5 - Aerial View of subject Property and Intersections. Schwarz Architecture & Engineering, Inc. conducted 12-hour manual traffic counts of both Willow Glen's intersection with Leisure Drive and Kelly Road. The total number of turning and through movements at the Kelly Road intersection was 422 for the peak hour which occurred between 7:45 and 8:45 am and 3,153 for the entire day. The peak hour number for Leisure Drive, which also occurred between 7:45 and 8:45 am, was 391 with a total turning movement count for the day of 2,822. The peak Dour turning movement counts can be reviewed in Appendix A. The overall totals for the day are commensurate with numbers collected in a 12-hour period by the Montana Department of Transportation (MDOT) along Willow Glen. The MDOT numbers indicate a total vehicle count of 2,797 vehicles for the same 12-hour period on .Tune &h, 2001. These counts can be reviewed in Appendix B. Figure 6 outlines the total turning movement counts for both intersections throughout the day. Trade Studv, Wind River Development 31.512003 Leisure Drive, Kalispell, Lfontana Page 4 of 6 Turning Movement Counts ------------ i 160 z 140 c m ! ® 120 +Kelly Road '0 140 Intersection 80 —�—eisure Drive L! C:40 60 lntesec n 2a P� o O� of of O of o� of OI of - 0 0 0 0 0 0 0 0 0 0 0 0 ro• � • os• gyp• ��- �. Fifteen Minute interval Figure 6 - Movement Count Summary 'abr analysis of the current intersections using the data collected on January 29th, 200i, and the methodology outlined in the Highway Capacity Manual 2000 (HCM2000). ;This analysis revealed the Willow Glen leg of both intersections was functioning, at the highest Level of Service possible (LOS); LOS A,and the approacfYbff of Kelly Road and Leisure Drive were functioning at a LOS of B. esesults have been provided in Appendix C. Level of Service is a qualitative measure based on specific service measures such as speed of travel and freedom of movement. There exist six possible LOS; A through F. The American Association of State Highway and Transportation Officials (AASHTO) suggests that for arterials and their auxiliary facilities, a LOS of B be used in design except in mountainous regions where C is acceptable, As the density of the surrounding population increases, the LOS recommended may drop to level D. Currently, the intersections are functioning within the recommended design parameter as defined by AASHTO. TRIP GENERATION AND TRAFFIC DISTRIBUTION MODEL In order to estimate the number of trips produced by the subdivision, we used the 6r" Edition of the dip Generation Manual published by the Institute of Transportation Engineers. This manual has compiled data starting in the 1960's and proceeding through the 1990's from the U.S. and Canada on types of land use and the numbers of trips they generate at specific times. For our analysis we used Land Use Category 210, Single Family Detached Housing. This group includes single-family detached house on individual lots. The data is compiled from a wide variety of units varying in price, size, location, and age. Using the equations provided, we calculated at 100% build out, the 7'rafflc Study, Wind River Development 3/3/2003 Leisure Drive, Kalispell, hlantana Page 5 of 6 subdivision would produce an additiohal 717,average vehicle trips on a weekday with 54 of those occurring `d-ofing the morning peak hours and 76 occurring during the evening peak hours. These calculations have been provided in Appendix D. After generating the number of trips created by the proposed improvements, the additional trips were distributed between the two intersections. The distribution was based on subdivision layout and proximity to each intersection. Using those criteria, 64% (38 trips during am peak) of the additional trips were allotted to Leisure Drive, and 36% (21 trips during am peak) to Kelly Road. All additional trips were assumed to be leaving the subdivision. This places all the load on one leg of the intersection, providing for a conservative analysis. The trips were then broken down by the percentage of vehicles making that turning movement at the corresponding am peak hour. For example, during the am peak at Kelly Road two vehicles made a left hand turn leaving the Willows Subdivision. During that some time period, a total of 27 vehicles passed through that leg of the intersection leaving the subdivision. Using those numbers, a percentage of vehicles making that turning movement during that time period 1__ �_1__.�:..._J Y€�_2 ... .�1�. �..._ lt_- .�€.�J i� IL- _. J`l:l'_.__13_'.__ Gall fJC delermineu. lllul percentlayge:' Was IflCrI apf.JllGu lu Ille auulIluflul lflp3 allotted to that intersection. The turning count numbers with the proposed improvements can be viewed in Appendix E. After calculating and distributing the additional trips created by the proposed project, we again analyzed the two intersections directly affected by the subdivision by the methodology outlined in the HCM2000. This analysis revealed that both intersections still functioned at a Level of Surface B or higher. See Appendix F for calculations and results. CONCLUSION The American Association of State and Transportation Officials has recommended that the component facilities of arterials function at a LOS of B or higher except in mountainous regions where C is acceptable. As the intersections are currently functioning at or above the recommended LOS and the proposed development will not alter that fact, we do not recommend any improvements to the intersections at this time. Traffic Study, Wind River Development 31512003 Leisure Drive, Kalispell, Montana page 6 of( APPENDIX A EXISTING PEAK HOUR TRAFFIC COUNTS SUMMARY VEHICLE TURNING MOVEMENT SUMMARY N/S STREET E/W STREET P = PASSANGER CARS, MOTOR CYCLES, AND PICK-UP TRUCKS T = OTHER TRUCKS (RECORD BUSES AS 8 AND SCHOOL BUSES AS 58) NOTES Fi-v 1 �' I I TJi+�*1 m +-N k T TIME 7 ` S TO S 1-" WEATHER OBSERVER LOCATION SHEET oF� SCEWARZ EkN�n�GmINEERING, INC. WUVA loo C+flYANGAi. SCMA U pg�,,MA%L TE[, Wi73kU3.3 PAX 106.733,UM N a a] T L l VEHICLE TURNING MOVEMENT SUMMARY N/S STREET VJ, , E/W STREET-Kri-i_q '4 P = PASSANGER CARS, MOTOR CYCLES, AND PICK-UP TRUCKS T = OTHER TRUCKS (RECORD BUSES AS B AND SCHOOL BUSES AS SB) NOTES Fxym TIME `4 ' 4 TO S WEATHER OBSERVER LOCATION SHEET OF S C-HW 1RZ ENGINEERING, INC. TgL fOS75l.FI R11%R=F lA ILU12 S75S171P 7A7r zo F 4� FH1 V/Z// Y> / ' APPENDIX B MONTANA DEPARTMENT OF TRANSPORTATION TRAFFIC COUNT DATA FEC•.ai c'Wii.. LJb-#44 Ic t! r.:rvri ", �loptau 1'epatrweni of e � a f: ata Section `- 7e f �-� 2101 Prafipect Aw, e 2 40 44:-6122 06 25-2001 :" lJeakly Swwry a Ju � 2001 '"' - - -------- - ------ - --------------- CS:04 Pq # - - - --- - --------------------- File 40601002.PRM - - Sta: 000000112715 10; CGC317990003 Cmn Id; 01 CityJToun: 1ALISPELl County:.•'LATHEAO iocetim. 5317,4E OF US93 9.3 ��� farnat: Total ta114 js: 1.4 i.nl-north .________.__-..__��__.._-i8 _++�9 20 21 22 23 2aiiy Way Gk¢n� Tice Sur, Non Tue Wed Thu Fri Sat Avg. Avg. Avg. C1:09 - - 14 10 12 12 0 12.06 - - - 4 11 12 - 12 12 0 03:00 - - - - 3 8 MOO - - - 13 s 05:00 - - _ _ 11 - 06:90 - - - _ 45 - 45 45 0 17:00 - - - Li2 51 - - 102 102 0 H:10 - - 111 204 - i88 I88 0 ISO 157 - 154 L54 0 0:30 - - - 157 122 - 140 141 0 11:00 - - - 132 142 - - 137 L37 0 .2:33 - - 151 176 164 i64 0 13:d0 - - - 157 174 - - 166 i5i 0 16s EEC _ 174 174 v ISM - - - 161 11i - - 172 ill 0 13:00 - - 178 181 - - 100 180 0 17:00 _ - - 2S1 234 - - 243 243 0 10:00 - - - 294 285 - - 290 290 0 15:00 - - 221 195 - 208 108 0 20:00 - - 134 138 - - 134 124 0 21:00 - - - li5 35 - - 12S 125 0 22:00 - - _ 122 92 - - 107 107 0 23:00 - - - 6$ 16 - - 11 71 0 24.00 - - - 29 32 - - 31 31 C --------------- 2763 2894 39 - 2815 2875 0 t Avg Glidaq - . 96.1 106.6 1.4 - Avg pay - - 96.1 100.6 1.4 - An Pedi Hr None Norte done 08.43 1t8.00 02.00 None A4 Count - - 171 204 12 - Pm Peak Ne N e lime Um 18:00 18.00 Nave Nuns P4 Count - - - 294 205 - - Post-ito Fax dote 7671 Date # 01 * Pews To E,, a From JtQw Co1De¢k Co. Phone k Phono rE q F -f j'Yi Y i rax a 75 5- /0 Fax v t FEE -10'_0v3 21: 2b Ot4,4; 12/13/01 MONI� A P F TRANSPORT2MON 10:55:08 TRAF ECTION SECTION 2701 HELENA, MT 4 -6121 * Weekly -Site -Summary Report Page: I 11F --1-71- / Site ID : 00212715 J meek Starts : Dec 10, 2001 lion Info 1 ; 317990017 Meek Ends : Dec 16, 2001 Suss. Info 2 : N.OF WOODLAND D Adj. Factor ; 1.00 Lane 1 : NS S317 MP.1.7, Normal, Axle Sensor, Divine by 2 -------------------------------------------------------------------------------- Flour Mon Tue Wed Thu Fri Sat Sun Daily Wkday Wkend Starts -------------------------------------------------------------------------------- 10 11 12 13 14 15 16 Avg. Avg. Avg. 12am 11 21 16 16 1 13 8 11 11 2 4 3 4 4 3 10 6 8 $ 4 9 9 9 5 27 27 27 6 72 72 72 7 237 237 237 8 254 220 237 237 9 145 165 155 1$5 10 145 160 153 1.53 11 142 186 164 164 12Pm 177 1.83 18O ISO 1 169 lag 179 279 2 160 173 167 167 3 289 253 271 271 4 225 268 247 247 5 269 253 261 261 6 168 1.66 167 167 7 98 94 96 96 8 107 62 95 95 9 66 59 63 63 1.0 43 38 41 41 11 16 22 19 19 TOTALS ~2473 r2893 r� 38 2879 �-2879�� 1 �_ -------------------------------------------------------------------------------- Avg WD 83.99s 98.19k 1.3% WkDay Total: 5404 Avg Dy 83.996 98.1t- 1.3t WkEnd -------------------- Total: 0 AM Peak 08:00 07:00 00:00 Grand Total: 5404 Count. 254 237 21 PM Peak 15:00 16:00 Count -------------------------------------------------------------------------------- 289 268 , �' 2- S7� APPENDIX C ANALYSIS OF EXISTING LEVEL OF SERVICE Two -Way Stop Control Pagel of 2 TWO-WAY STOP CONTROL SUMMARY General Information ISite Information Analyst Erik Garberg Intersection Leisure Drive/Willow Glen Agency/Co. Schwarz Engineering Jurisdiction City of Kalispell Date Performed 211112003 Analysis Year 2003 Analysis Time Period 7am-7 m- 112912003 Project Description Winder River Com an -.with out improvements as es Street: Leisure Drive North/South Street: Willow Glen Intersection Orientation: North -South IStudy Period hrs : 1.00 chicle Volumes and Adiustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R plume 0 220 0 0 165 0 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 220 0 0 165 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 1 0 0 I nnoc 1..4Ff E4a] /} V 4 f n V I1 V i f n V Configuration TR LT U stream Si nal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 2 0 4 0 0 0 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 2 1 0 4 0 1 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 anes 0 0 0 0 0 0 onfiguration LR ©elav_ Queue Lenoth. and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 S 9 10 11 12 Lane Configuration L T° LR (vph) 0 6 (m)(vph) 1361 744 Ic 0.00 0.01 5% queue length 0.00 0.02 Control Delay 7.6 9.9 LOS A A Approach Delay - - 9.9 pproach LQS -- -- A Copyright '9 2000 University of Ftorida, All Rights Reserved Version 4,1a rili-•IIr•1nnrttments%20and%20Settinp-s,erik\Local%20Settings\Temp\u2k3DC.tmp 3/3/2003 Two -Way Stop Control Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Erik Gar6erg Intersection Kelly Road/Willow Glen gency/Co. Schwarz Engineering Jurisdiction City of Kalispell Date Performed 211112003 Analysis Year 2003 nal sis Time Period 7am-7 m 112912003 Proiect Description Wind River Development -with out improvements EastlWest Street: Kepy Road North/South Street: Willow Glen Intersection Orientation: North -South tud Period hr5 : 1.00 ehicle Volumes and Adiustments Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 8 194 2 4 147 20 Peak -dour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR S 194 2 4 147 20 Percent Heavy Vehicles 0 -- -- 0 - Median Type Undivided RT Channelized 0 0 I Ifi onfiguration LTR LTR U stream Si nal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 2 10 15 11 3 6 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 2 10 1 15 11 3 1 6 Percent Heavy Vehicles 0 1 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR I]elay. Queue Lennth. and Level of Service pproach NB SB Westbound Eastbound ovement I 1 4 7 8 9 10 11 12 ane Configuration LTR LTR LTR LTR (vph) 8 4 27 20 (m)(vph) 1423 1389 684 624 Ic 0.01 0.00 0.04 0,03 5% queue length 0.02 0.01 0.12 0.10 Control Delay 7.5 7.6 10.5 11.0 LOS A A B B Approach Delay -- -- 10.5 11.0 Approach LOS -- -- B B Copyright D 2000 University or Florida, All Rights Reserved Version 4.1 a f4-11C-\Dnci;meats%20az>d%2OSettin2s\erik\Local%20Scttings\Temp\u2k3EIAmp 3/3/2003 FA...,B i TRIP GENERATION CALCULATIONS Single Family Detached Dwelling Use 210 Average vehicle trip Ends vs awening units un a VVeeKciay Equation Ln(T) = 0.92 Ln 67 + 2.707 (T) - 717 Number of Studies 348 Avg Number of Dwelling Units 198 Directional Distribution 50/50 Ent/Ext. AVG. Rate 9.57 Average vehicle Trip Ends vs vweinng units un a vveekday A.M. f Equation (T) = 0.0704 67 + 12.09 (T) = 59 Number of Studies 334 Avg Number of Dwelling Units 183 Directional Distribution 25/75 Ent./Ext. AVG. Rate 0.75 Average vehicle i rip cnas vs uweiiing units vn a vveeKUay r-Al. r Equation Ln(T) = 0.$87 Ln 67 + 0.605 (T) = 76 Number of Studies 294 Avg Number of Dwelling Units 216 Directional Distribution 64/36 EntlExt. AVG. Rate 9.57 General Assumption 50% entering 50% Exiting 12 hour period represents 80% of Daily Volume Total Daily Volume 574 leak leak APPENDIX F ANALYSIS OF PROPOSED LEVEL OF SERVICE Two -Way Stop Control Page l of 2 TWO-WAY STOP CONTROL SUMMARY General Information ISite Information Analyst gencyi%..u. Date Performed Analysis Time Period Erik Garberg Schwarz Engine errng 211112003 7am-7 m- 112912003 lintersection U(Itiu€ullu€i nalysis Year Leisure Drive/Willow Glen i,iiy uo r.arrsPull 2003 Project Description Winder River Company EastlWest Street: Leisure Drive North/South Street: Willow Glen Intersection Orientation: North -South LStudy Period hrs : 1.00 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 >? L T R L T R Volume 0 220 0 0 165 0 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 220 0 0 165 0 Percent Heavy Vehicles 0 -- — 0 -- -, Median Type Undivided RT Channellzed 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Signal 1 0 t 1 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R olume 14 0 30 0 0 0 Peak -Hour Factor, PHF 1.00 1,00 1.00 1 1.00 1.00 1.00 Hn€arty Flow Rat?, HFR 1 14 0 1 70 1 0 1 a 0 Percent Heavy Vehicles 0 0 1 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay,Queue Len th, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 0 44 C (m) (vph) 1361 747 Ic 0.00 0.06 5% queue length 0.00 0.19 Control Delay 7.6 10.1 LOS A B -Approach Delay -- -- 10.1 pproach LOS -- -- B Copyright C 2000 University of Florida, All Rights Reserved Version 4. is file:HC:\Documents%20and%20Settings\erik\Local%20Settings\Temp\u2k3E7.tmp 3/3/2003 Two -Way Stop Control Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst gency/Co. Date Performed nal sis Time Period Erik Garberg Schwarz Engineering 211112003 7am-7 m 112912003 Intersection Jurisdiction Analysis Year Kelly Road/Willow Glen City of Kalispell 2003 Project Description Wind River ©evelo ement East/West Street: Kelly Road North/South Street: Willow Glen Intersection Orientation: North -South [Study Period hrs : 1.00 ehicle Volumes and Adjustments ajor Street Northbound Sorthbound ovement 1 2 3 4 5 6 L T R L T R lume [Hourly 8 194 2 4 147 20 ak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate, HFR 8 194 2 4 1 147 20 Percent Heavy Vehicles 0 -- -- 0 -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 i 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 4 17 27 11 3 6 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 4 1 17 1 27 11 3 1 6 Percent Heavy Vehicles 0 0 1 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Len th, and Level of Service Approach NS SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR (vph) 8 4 48 20 C(m)(vph) 1423 1389 687 609 is 0.01 0.00 0.07 0.03 5% queue length 0.02 0.01 0.23 0.10 ontrol Delay Ipproach 7.5 7.6 10.6 11.1 OS A A B B Delay -- -- 10.6 11.1 pproach LOS -- -- B B Copyright �O 2000 University of Florida, All Rights Reserved Version 4.1a flP-//C,\T)nr-.7imt-.nt.c©/�?.fianti0l.?OSettinp,SleriklT,ocal%20Settings\Temn\u2k3E4.tmt) 3/3/2003 APPENDIX E PROPOSED PEAK HOUR TRAFFIC COUNTS SUMMARY VEHICLE TURNING MOVEMENT SUMMARY N/S STREET EIW STREET P = PASSANGER CARS, MOTOR CYCLES, AND PICK-UP TRUCKS T = OTHER TRUCKS (RECORD BUSES AS B AND SCHOOL BUSES AS SB) NOTES �> --- TIME ` S TO 8 °g �7- WEATHER OBSERVER LOCATION SHEET OF._J_ 1.4 SCHWARZ �[ ENGINEERING, INC. RMNUL °g"B'surra, u4�mr �i N/A J *t 3� 4 E- NiA VEHICLE TURNING MOVEMENT SUMMARY N/S STREET W, EV E/W STREET -LL-'t ._ P = PASSANGER CARS, MOTOR CYCLES, AND PICK-UP TRUCKS T = OTHER TRUCKS (RECORD BUSES AS B AND SCHOOL BUSES AS SB) NOTES F2c q�-,Ep TIME _4_ �_q_5 To WEATHER OBSERVER LOCATION SHEET OF SCHWARZ ENGINEERING, INC. z10°pz� n� aurrx u4 s�u1r� N L L L11" �/ // ' r7Ar F, F 4 � T � Ay: SAAW SURVNYING, Iao. ,2 Mve Lapp K4MW&M AM "901 (406) 755--"M JOB NO: 246701-B DAM, 0cmalm 11. 2004 IVR/OWNER: WIND RIVER D VALOP1aWr CORP. Reoord PUN par Caa E EL Ap.. h� ID' Natural Qea• liaeamemt W $emwmd for (pro " am NI!/I —14 fleawd Aw"Llam po" ao f Mm c� v a9 Onn7C' m OF M C" AA:AI�PINL ■q _ mvw ve the aw of ai ifie L9Ly hated for saramfveifw� *ad boon oaad aw l4wn maro m to the la.; aad Aea»b)' oospto tha da&MUae to puhWt use of alit' euid if hthdo adaao On i1L i �W L+�R Qedleatad to e¢ah uae. FFaiLar: tips dbdhvHan f Eaad nlfhHy the F6iied arw of (wm R� Ro. 1 h" mat aa• am*&da the repnWm nto fw parkland ea laid out In ATA ip}vo�ad hr the Cdr';: of tha Cfty' W Irl at ltt rgtWrr mesf&� held oa the a!„_,8g0� LEIS V l L.C'U H1 A Subdivis NW114 NW1/4 SEC. 21, T.28N., R.211 100' 00' Tlds plat .Aev ! ewoaa�aF to S � of Jkiolam qq '� tltIIere of uha 3 �t — t3iF d IsaCygpsq i(antana t747 of XeR+po! Data: 1000, (LIB `gyp 17 1$ 19 } —1 % + 3 tt 2 I 25 to}ec''re ---- - ____ ______ _ _ - -- - - __ - ___= k - -- - -- - -- ------ _ ___=__==__ - --- -_�a = - _ 21 i2 _ === -- -- —_ 3aac - �6465 67 f M ? 74 -----_ - -------- - -_- _ " -- ------ `� �2 99 i ------ - =--------- ------------- f 98 i 37' - _ - - --- -- 95i - -- -- - --_-- - f 92192 -_ -_ _ -_-- _-__ -- _ sae;` 163 lIIS `--,—.` - - -- - — — _ - ci . m 97. - _- - - - -_ __ =_ j - - — - -_ _ -- - -- 3AC 3hCB i!7 - - ___=-=-__--- -_ -------- -- ii6 7sJ -- =------ " ---= - " - ------ -- ;r-c? ll - -- - - --- si BQ r - 3AA 2 a 119 _ sso ss 1 tts ; �� ' 27 7, uz €utl 2 14 't s' - 24 - 28 15 si ' izs szi i sea 16 2329 g \ 3AR6 >, { \ ?x+ 176F s73 166 r sas" 7HA fi 18 21 _ 31. sue; 8 srea%7 9W sn ub8 s6s t , _ „ 5 3 19 zd 132 33 3� 89 P�,� at g 141 7Df a 43 k $584'si 3 sss ors, �p , ] 62 63 64,66 6 67 71 72 7g i 3ACA j 7 — ; �`�`-------_ / f at i 20 : • 150� �T4sih 4 \ 19 a 16 c i 60: 59 58 57 56 55 -1— i 50 43 _ 2,� — — c: 3 ] 18 17 13 14 jrygA, A t j -�--i..-....- 5'. 61 7 B 9 _. t© , VICINITY MAP WIND RIVER DEVELOPMENT ELOPMENT 01"ORPORATION AJOR PRELIMINARY PLAT .LEISURE NEIGH i S 32 ACHE. 67 LOT RESIDENTIAL SUBDIVISION 'CONCURRENT WITT E C- ION AND INI11TAT ZONING OE SINGLE EMI-r YRESIDENTT IS`I'I�IO�' r a 7WT DATs:i/22/03