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HomeMy WebLinkAbout2025-01-16 ACHD Final Report Miranda Gold,President Alexis Pickering,Vice-President Kent Goldthorpe,Commissioner t" ACHDDave McKinney,Commissioner /� Patricia Nilsson,Commissioner Date: January 15, 2025 To: Connor Lindstrom-KM Engineering, Scott Stom-Jacksons Food Stores Staff Contact: Dawn Battles, Senior Planner Project Description: Jacksons C-Store Trip Generation: This development is estimated to generate 6,916 vehicle trips per day, 538 vehicle trips per hour in the PM peak hour, based on the traffic impact study. Proposed Development Traffic Impact Study Meets Al I • Policies Requires Revisions to meet ACHD Policies If yes, is mitigation required Area Roadway Level of ■ Planned Service Improvements D• area roadwayset IFYWP No ACHD's LOS Planning CIP Yes Thresholds? • Livable Street Performance Measures Area •.• -- LOS Planning Thresholds in Pedestrian LTS 2 the future with planned improvements? Yes Is Transit Available? connecting you to more Ada County Highway District•377S Adams Street•Garden City,ID•83714• PH 208 387-6100• FX 34S-76S0•www.achdidaho.org Development Services Department _ACHD Ar1 connecting you to more Project/File: Jackson's C-Store / MPP24-0023 / H-2024-0054 This is an annexation with rezone from RUT (Rural-Urban Transition) to C-C (Community Business), a conditional use permit and a preliminary plat application to allow for the development of 2-lots on 5-acres. The eastern lot will consist of a Jackson's Convenience Store with 12 fueling stations. Lead Agency: City of Meridian Site address: 2275 S Ten Mile Road Staff Approval: January 15, 2025 Applicant: Connor Lindstrom KM Engineering, LLP 5725 N Discovery Way Boise, ID 83713 Owner: Scott Stom Jacksons Food Stores 3450 E Commercial Court Meridian, ID 83642 Staff Contact: Dawn Battles, Senior Planner Phone: 208-387-6218 E-mail: dbattles(a-)-achdidaho.org Report Summary: ACHD Planned Improvements............................................2 Level of Service Planning Thresholds.................................2 A. Site Specific Conditions of Approval ............................3 B. Vicinity Map.................................................................5 C. Site Plans ....................................................................6 D. Traffic Impact Study—Summary and Findings.............8 E. Findings for Consideration.........................................12 F. Policy.........................................................................17 G. Attachments...............................................................21 H. Standard Conditions of Approval ...............................22 I. Conclusions of Law....................................................22 Request for Appeal of Staff Decision ................................23 1 Jackson's C-Store/ MER24-0092/ H-2024-0054 ACHD Planned Improvements 1. Capital Improvements Plan (CIP)/ Integrated Five Year Work Plan (IFYWP): • Overland Road is listed in the CIP to be constructed as a new 3-lane roadway from Black Cat Road to Ten Mile Road between 2036 and 2040. • Ten Mile Road is listed in the CIP to be widened to 5-lanes from Amity Road to Victory Road between 2031 and 2035. • The intersection of Overland Road Extension/Airport Road and Black Cat Road is listed in the CIP to be widened to 5-lanes on the north leg, 5-lanes on the south, 4-lanes east, and 3-lanes on the west leg, and signalized between 2036 and 2040. Level of Service Planning Thresholds 1. Condition of Area Roadways Traffic Count is based on Vehicles per hour (VPH) Roadway Frontage Functional PM Peak Hour PM Peak Hour Classification Traffic Count Level of Service Ten Mile Road 305-feet Principal Arterial 979 Better than "E' Overland Road None Principal Arterial 426 Better than "E" * Acceptable level of service for a five-lane principal arterial is "E" (1,780 VPH). 2. Average Daily Traffic Count (VDT) Average daily traffic counts are based on ACHD's most current traffic counts. • The average daily traffic count for Ten Mile Road north of Victory Road was 20,665 on August 21, 2024. • The average daily traffic count for Overland Road east of Ten Mile Road was 7,666 on March 22, 2023. 2 Jackson's C-Store/ MER24-0092/ H-2024-0054 A. Site Specific Conditions of Approval 1. If the applicant is able to come to an agreement with the property owner to the north, then construct Overland Road, as an arterial street section at the intersection with 5 lanes on the west leg of the intersection with 1 receiving lane, one dedicated left turn lane, two thru lanes and one dedicated right turn lane with vertical curb, gutter an 8-foot wide planter strip and 10-foot wide detached concrete sidewalk. Or 2. At a minimum dedicate right-of-way to total 100-feet between the two parcels and construct Overland Road abutting the site with 3-lanes at Ten Mile (1 receiving lane, one dedicated left turn lane, and one through/right lane) tapering to 2-lanes to serve the site. Signal modifications will be required to accommodate the construction of the west leg of the intersection and may be required on other approaches to ensure the signalized intersection functions appropriately 3. Construct gravel shoulders, borrow ditches, curb, gutter, and other drainage facilities as part of the Overland Road extension. The design will depend on what is proposed to be constructed and will be determined during the plan review process. 4. Provide written documentation to ACHD from the owner of the parcel to the north allowing the construction of a portion of Overland Road as part of this project. Dedicate additional right-of-way at the intersection to accommodate these improvements. 5. Enter into a signal agreement with ACHD to modify the existing signal. The signal agreement should include requirements that the west leg of the intersection be designed and constructed as a 5 X 5 with 5 lanes on the west leg of the intersection with 1 receiving lane, one dedicated left turn lane, two thru lanes and one dedicated right turn lane to match the lane configuration of the east leg of the intersection. OR as a 5 X 3 with 3 lanes on the west leg of the intersection with 1 receiving lane, one dedicated left turn lane, and one through/right lane) tapering to 2-lanes abutting the site. The agreement should also include modifications to the north, south, and east legs of the intersection necessary to accommodate the construction of the west leg of the intersection. The east leg should be striped for a westbound through lane. The applicant is responsible for all costs associated with the design, hardware and installation of the signal modifications. To ensure the Overland Road/Ten Mile Road intersection will be improved, the following items must be in place prior to plans acceptance for the final plat and/or issuance of impact fee assessment for building permit. • Signal Agreement • Full design and approved plans for the intersection 6. Provide written documentation to ACHD from the owner of the parcel to the north allowing for the dedication of right-of-way and the construction of a portion of Overland Road as part of this project. Dedicate additional right-of-way at the intersection to accommodate these improvements and provide an 8-foot wide planter strip and a 10-foot wide multi-use pathway abutting the site. 7. If the property owner/developer to the north chooses not to participate in the construction of the intersection (Overland Road extension), then the applicant should be required to dedicate 20-feet of right-of-way abutting Lot 1 Block 1 to allow for the future improvements of an 8-foot wide planter strip and a 10-foot wide multi-use pathway. Under this scenario, there would be no access to Overland Road. 8. Improve Ten Mile Road with an 8-foot wide planter strip and 10-foot wide multi-use pathway abutting the site, as proposed. Dedicate additional right-of-way to the back of the proposed 10-foot wide 3 Jackson's C-Store/ MER24-0092/ H-2024-0054 multi-use pathway and provide a 2-foot wide permanent right-of-way easement behind the back of sidewalk abutting the site, as proposed. 9. Repair or replace any damaged or deficient transportation facilities on Ten Mile Road abutting the site, as determined by ACHD staff, and consistent with the current version of PROWAG. 10. Construct Overland Road to stub to the west of Lot 1 Block 1's west parcel line (see image page 14), as proposed. Install a sign at the terminus of the roadway stating that, "THIS IS A DESIGNATED ARTERIAL STREET. THIS STREET WILL BE EXTENDED AND WIDENDED IN THE FUTURE." 11. Construct a temporary cul-de-sac with the dimensions of a standard cul-de-sac at the terminus of Overland Road, as it extends greater in length than 150-feet. The developer shall grant a temporary turnaround easement to the District for those portions of the cul-de-sac which extend beyond the dedicated street right-of-way. In the instance where a temporary easement extends onto a buildable lot, the entire lot shall be encumbered by the easement and identified on the plat as a non-buildable lot until the street is extended. 12. Construct a 36-foot wide curb-return temporary full access driveway onto Overland Road located 418-feet west of Ten Mile Road. The driveway may be restricted at any time as traffic conditions warrant determined by ACHD. 13. It is recommended that City of Meridian require the applicant to grant cross access to Lot 2 Block 2 and drive aisles are designed to facilitate the necessary access between the parcels. 14. If the Overland Road extension is not constructed as part of this development, then no access to future Overland Road is approved. 15. Reconstruct and widen the existing driveway onto Ten Mile Road located 297-feet south of Overland Road as a 36-foot wide curb return type driveway restricted to right-in/right-out/left-in with the installation of a median on Ten Mile Road. If the Overland Road extension is not constructed, then this driveway will provide the only access to the Jackson's C-Store site. This driveway may be further restricted in the future as traffic conditions warrant as determined by ACHD. 16. Construct a dedicated right-turn deceleration lane on Ten Mile Road at the intersection with the proposed driveway located 297-feet south of Overland Road, as proposed. 17. Or, if City Council denies access to Ten Mile Road, then close the existing driveway onto Ten Mile Road with vertical curb, gutter and a 10-foot wide multi-use pathway to tie into the existing improvements on either side. 18. Other than the access specifically approved with this application, direct lot access is prohibited to Overland Road and Ten Mile Road and should be noted on the final plat. 19. Submit civil plans to ACHD Development Services for review and approval. The impact fee assessment will not be released until the civil plans are approved by ACHD. 20. There will be an impact fee that is assessed and due prior to issuance of any building permits. The assessed impact fee will be based on the impact fee ordinance that is in effect at that time. The impact fee assessment will not be released until the civil plans are approved by ACHD. 21. Comply with all Standard Conditions of Approval. 4 Jackson's C-Store/ MER24-0092/ H-2024-0054 B. Vicinity Map k 1 x I * L + 'U4 L'7iiic�lil Idr1�' �' 4� r 5 Jackson's C-Store/ MER24-0092/ H-2024-0054 C. Site Plans PRELIMINARY PLAT SHOWING ROSEBUD PLAZA SUBDIVISION A RE-SURDIVISION OF LOT 3,BLOCK 1 OF ROSEBUD SUBDIVISION SITUATED IN A PORTION OF THE SEl/4 OF THE NE 1/4,SECTION 22, — TOWNSHIP 3 NORTH,RANGE 1 WEST,BOISE MERIDIAN, CITY OF MERIDIAN,ADA COUNTY,IDAHO SEPTEMBER,2024 n.n,�E,ee �i_J .. e� ---------------------- MUM v.. ------ =------ —�---= - — — -- II 11- M: : . = PnaEa rEAM � J °'®• rr.�..� KEYNOTESMRCW© inossewsuwniuon rrfr,il v,•u -- �_ f'— _— ____ _________r__ F DME MMARY PREUMINPAYPEATNOM LEGEND VI[3Nitt MAP ...�"g. n�urrn n one n M w v 0g i nrm Twv n �onro.n-n xmr�vw�im.-i.rw.rvnrw 0_-ewrm•nc xurt..rt...n n,xan . � �5.�..r-4'� __ __- 6 Jackson's C-Store/ MER24-0092/ H-2024-0054 + Inesseuosueonlzlav I S�,x�,MXllo � o� I \` m e—d—v—e m e e--e—P m a .— —..—. _. a v e n�o�� o`• °_` I III —'_—_— —— _—_—_— _— n--`--_ w.weurowan I I /\// mx,woForc'no I B ®s IT 9 Rrl/utt�zssa I I I I I I ♦\ __________ 'iuwcs s I I I r ___ vncrozsnusXsox I I yy I I N wis,uwns \\ I I IN, y 8 1 1 � II 7 Jackson's C-Store/ MER24-0092/ H-2024-0054 D. Traffic Impact Study — Summary and Findings 1. Traffic Impact Study NV5 prepared a traffic impact study (TIS) for the proposed Ten Mile Road and Overland Road Jackson's Convenience Store. An executive summary of the findings as presented by NV5 can be found under attachments on page 21. ACHD has reviewed the submitted traffic impact study for consistency with ACHD policies and practices and may have additional requirements beyond what is noted in the TIS. Staff comments and recommendations on the submitted traffic impact study can be found below. Vicinity Map and Study Locations r .0 1 C I � I � (n _ W Overland Rd ON =- - t SITE., -- E ► j '' r { w W Lamont Rd a. Policy: Mitigation Proposals: Mitigation recommendations shall be provided within the report. At a minimum, for each roadway segment and intersection that does not meet the minimum acceptable level of service planning threshold or v/c ratio, the report must discuss feasible measures to avoid or reduce the impact to the system. To be considered adequate, measures should be specific and feasible. Mitigation may also include: • Revision to the Phasing Plan to coincide with the District's planning Capital Projects. 8 Jackson's C-Store/ MER24-0092/ H-2024-0054 • Reducing the scope and/or scale of the project. Alternative Mitigation Measures: 7106.7.3 states that if traditional mitigation measures such as roadway widening and intersection improvements are infeasible as determined by ACHD, the TIS may recommend alternative mitigation measures. Alternative mitigation measures shall demonstrate that impacts from the project will be offset. • If the impacted roadway segments and/or intersections are programmed as funded in the Integrated Five Year Work Plan (IFYWP) or the Capital Improvements Plan (CIP); no alternative mitigation is required. • If the impacted roadway segments and/or intersections are not programmed in either the IFYWP or the CIP; the applicant may (i) analyze the shoulder hour, defined as the hour prior to after the determined peak hour within the two-hour peak period, (sometime analyzed as hour before or after peak period) and (ii) provide a safety analysis to determine alternative mitigation requirements. o If the impacted roadway segments and intersections meet the minimum acceptable level of service planning thresholds in the shoulder hour, the applicant may suggest feasible alternative mitigation measures beyond improvements from District policy, such as: off-site sidewalks, off-site bike facilities, connectivity, safety improvements, etc. within 1.5 miles of the proposed development. o If the shoulder hour planning thresholds are exceeded the applicant may request to enter into a Development Agreement and pay into the Priority Corridor Fund an amount determined by the ACHD to offset impacts from the project. • Alternative Mitigation may also include: o Revision to the Phasing Plan to coincide with the District's future Capital Projects. o Reducing the scope and/or scale of the project. Level of Service Planning Thresholds: District Policy 7205.3.1 states that Level of Service Planning Thresholds have been established for principal arterials and minor arterials within ACHD's Capital Improvement Plan and are also listed in section 7106. Unless otherwise required to provide a Traffic Impact Study under section 7106, a proposed development with site traffic less than 10% of the existing downstream roadway or intersection peak hour traffic shall not be required to provide mitigation for a roadway or intersection that currently exceeds the minimum acceptable level of service planning threshold or V/C ratio. b. TIS Findings: Staff has reviewed the submitted traffic impact study (TIS). Ten Mile Road/Overland Road Intersection ➢ Existing Traffic and 2025 Background Traffic Conditions o Westbound right-turn lane exceeds ACHD's acceptable level of service planning thresholds in the PM peak hour under existing and 2025 background traffic conditions Ten Mile Road/Overland Road Intersection with Site Access Evaluations The traffic impact study evaluated the Ten Mile Road/Overland Road intersection with the construction of the west leg of the intersection (eastbound left, through and right-turn lanes, a southbound right-turn lane, northbound left-turn lane and a westbound through lane) and with four different alternatives for access into the site under 2025 total traffic conditions. The TIS states that all four access alternatives are anticipated to meet ACHD's acceptable level of service planning thresholds in the AM and PM peak hours. 9 Jackson's C-Store/ MER24-0092/ H-2024-0054 ➢ 2025 Total Traffic Conditions-Ten Mile Road/Overland Road Intersection and Access Alternatives The four different alternatives for 'WE Intersection 17pproach Site Traffic % access are as follows: AM PM • Alternative 1-two (2) full- Alternative 1 and 3 NB 2.7% 3.5% access driveways on 1 Ten Mile Rd & SB 3.5% 1.7% Overland Road Overland Rd EB 100% 100% • Alternative 2-one (1) right- WB 6.1% 1.3% in/right-out (RIRO) on Ten Site Traffic % Mile Road and one (1) full- ID IntersectionApproach access driveway on Overland Road Alternative 2 NB 2.7% 3.5% • Alternative 3- one (1) RIRO 1 Ten Mile Rd & SIB 3.5% 1.7% onto Ten Mile Road and one Overland Rd EB 100% 100% (1) RIRO on Overland Road WB 6.1% 1.4% • Alternative 4-one (1) right ID- in/right-out/left-in RI/RO/LI IntersectionApproachAM PM on Ten Mile Road and one Ng 0.0% 0.0% (1) RIRO on Overland Road Alternative 4 1 Ten Mile Rd & SIB 3.5% 1.7% Overland Rd EB 100% 100% WB 6.1% 1.4% C Alternative 1 o Overall intersection exceeds ACHD's acceptable level of service planning thresholds in the PM peak hour o Westbound right-turn lane exceeds ACHD's acceptable level of service planning thresholds in the AM and PM peak hour Alternatives 2, 3 and 4 o Overall intersection exceeds ACHD's acceptable level of service planning thresholds in the PM peak hour o Westbound left-turn lane exceeds ACHD's acceptable level of service planning thresholds in the PM peak hour o Westbound right-turn lane exceeds ACHD's acceptable level of service planning thresholds in the AM and PM peak hour ➢ Mitigation recommendations for existing, 2025 background traffic and 2025 total traffic conditions with all 4 Access Alternatives ■ Addition of a westbound right-turn overlap phase under existing, 2025 background and 2025 total traffic conditions ■ Addition of a 2nd westbound left-turn lane under existing, 2025 background and 2025 total traffic conditions ■ Addition of a 2nd westbound right-turn lane under 2025 total traffic conditions 10 Jackson's C-Store/ MER24-0092/ H-2024-0054 Although the TIS states that all 4 access alternatives are anticipated to meet ACHD's acceptable Level of Service Planning Thresholds under 2025 total traffic conditions, the following includes capacity results at the Ten Mile Road/Overland Road intersection with each alternative: o Alternative 1 is expected to lengthen delays for the eastbound right-turning vehicles and westbound left-turning vehicles o Alternatives 2 and 3 are anticipated to operate better than Alternative 1 due to less vehicles at the eastbound approach o Alternative 4 is anticipated to reduce the amount of traffic at the intersection, as northbound traffic would have the ability to turn left from Ten Mile Road into the site before reaching the intersection c. Staff Comments/Recommendations: Staff comments are provided by District Traffic Services and Development Review staff. See Findings 5 for driveway requirements. Mitigation recommendations for the Ten Mile Road/Overland Road intersection which included all 4 access scenarios under 2025 total traffic conditions are not required, as the traffic impact study notes that the site generated at the north, south and east leg of the intersection will be less than 10% of the 2025 total traffic conditions. Therefore, consistent with District policy 7205.3.1 Level of Service Planning Threshold policy, which states, a proposed development with site traffic less than 10% of the existing downstream roadway or intersection peak hour traffic shall not be required to provide mitigation; no improvements are required on Ten Mile Road or on the east leg of Overland Road. Staff is supportive of the applicant's proposal to construct the west leg of Overland Road at the intersection with Ten Mile Road. See Findings 2 for requirements. 11 Jackson's C-Store/ MER24-0092/ H-2024-0054 E. Findings for Consideration 1. Ten Mile Interchange Specific Area Plan (TMISAP) The transportation element of the TMISAP is to guide transportation decisions in the Ten Mile Interchange Area. It was developed concurrently with the Land Use and Design Elements and has been designed to preserve the integrity of the arterial road system and the proposed Ten Mile interchange; provide for the use of public transit; enhance pedestrian and bicycle mobility and accessibility; and create transportation infrastructure and promote land use patterns that encourage the sustainable use of resources and reduces demands on natural resources. The TMISAP recommends the construction of an east/west arterial roadway, Overland Road, (black oval) extending from Ten Mile Road west to connect to Black Cat Road. The applicant is proposing to construct Overland Road from the intersection with Ten Mile Road to the west abutting a portion of the site's north property line creating the west leg of the Overland Road/Ten Mile Road intersection. The applicant's proposal is generally consistent with the TMISAP. �NT[.4sr�,7 94 HWy • •'•. `•R i J 1 1 3 ti 1 1 1 1 -I ,,•I••.rI............. SITE w M 2. Overland Road/Ten Mile Road Intersection a. Existing Conditions: Overland Road is not constructed and there is no right-of-way for Overland Road abutting the site. The Overland Road/Ten Mile Road intersection is signalized and fully built out with 5 lanes on the east, north and south legs of the intersection. b. Applicant's Proposal: The applicant has indicated they are coordinating with the owner of the property north of the site to construct Overland Road from Ten Mile Road west for approximately 400-feet site (abutting Jacksons C-Store site highlighted in gray) as a 5-lane arterial street section at the intersection with 1 receiving lane, one dedicated left turn lane, two thru lanes and 12 Jackson's C-Store/ MER24-0092/ H-2024-0054 one dedicated right turn lane with vertical curb, gutter an 8-foot wide planter strip and 10-foot wide detached concrete sidewalk. I s I , % I I2 x.rw v.r e •,,• Y� _} S i P, I� No right-of-way dedication is proposed west of the Jackson's C-Store parcel. c. Staff Comments/Recommendations: Typically, the applicant would be required to dedicate right-of-way consistent with the CIP and MSM and construct a portion of Overland Road that is needed to serve the site. However, the applicant does not own the parcel to the north, which is needed to allow for the construction of Overland Road (red dashed lines) abutting the site. Because the applicant does not own the parcel to the north and that parcel is not included as part of the application, ACHD cannot require the adjacent owner to dedicate right-of-way or construct Overland Road adjacent to the site. If the applicant is able to come to an agreement with the property owner to the north, then the applicant's proposal should be approved, as proposed. At a minimum right-of-way should be dedicated to total 100-feet between the two parcels and 3-lanes should be constructed at Ten Mile (1 receiving lane, one dedicated left turn lane, and one through/right lane)tapering to 2-lanes to serve the site. Signal modifications will be required to accommodate the construction of the west leg of the intersection and may be required on other approaches to ensure the signalized intersection functions appropriately. Gravel shoulders, borrow ditches, curb, gutter, and other drainage facilities will need to be constructed as part of the Overland Road extension. The design will depend on what is proposed to be constructed and will be determined during the plan review process. widrarian.�xa Because of this the applicant should be required to enter into a signal agreement with ACHD to modify the existing signal. The signal agreement should include requirements that the west leg of the intersection be designed and constructed as a 5 X 5 with 5 lanes on the west leg of the intersection with 1 receiving lane, one dedicated left turn lane, two thru lanes and one dedicated right turn lane to match the lane configuration of the east leg of the intersection. OR as a 5 X 3 with 3 lanes on the west leg of the intersection with 1 receiving lane, one dedicated left turn lane, and one through/right lane) tapering to 2-lanes abutting the site. 13 Jackson's C-Store/ MER24-0092/ H-2024-0054 The agreement should also include modifications to the north, south, and east legs of the intersection necessary to accommodate the construction of the west leg of the intersection. The east leg should be striped for a westbound through lane. The applicant is responsible for all costs associated with the design, hardware and installation of the signal modifications. To ensure the Overland Road/Ten Mile Road intersection will be improved, the following items must be in place prior to plans acceptance for the final plat and/or issuance of impact fee assessment for building permit. • Signal Agreement • Full design and approved plans for the intersection The applicant should be required to provide written documentation to ACHD from the owner of the parcel to the north allowing for the dedication of right-of-way and the construction of a portion of Overland Road as part of this project. The applicant should be required to dedicate additional right-of-way at the intersection to accommodate these improvements and an 8-foot wide planter strip and 10-foot wide multi-use pathway should be constructed abutting the site. Staff is supportive of the applicant's proposal to only dedicate and improve Overland Road abutting the Jackson's C-Store site. The alignment of the Overland Road extension is unknown at this time and will vary depending on topography. If the property owner/developer to the north chooses not to participate in the construction of the intersection (Overland Road extension), then the applicant should be required to dedicate 20- feet of right-of-way abutting Lot 1 Block 1 to allow for the future improvements of an 8-foot wide planter strip and a 10-foot wide multi-use pathway. Under this scenario, there would be no access to Overland Road. 3. Ten Mile Road a. Existing Conditions: Ten Mile Road is improved with 5-travel lanes, vertical curb, gutter, and 15-foot wide attached concrete sidewalk. There is 88-134 feet of right-of-way for Ten Mile Road (50-70 feet from centerline). b. Applicant Proposal: The applicant is proposing to improve Ten Mile Road with an 8-foot wide planter strip and 10-foot wide multi-use pathway abutting the site. The applicant is proposing to dedicate additional right-of-way to the back of the proposed 10- foot wide detached concrete sidewalk and is providing a 2-foot wide permanent right-of-way easement behind the back of sidewalk abutting the site. c. Staff Comments/Recommendations: The applicant's proposal exceeds District policy as Ten Mile Road is fully improved and should be approved, as proposed. Consistent with District Minor Improvements policy, the applicant should be required to repair or replace any damaged or deficient transportation facilities on Ten Mile Road abutting the site, as determined by ACHD staff, and consistent with the current version of PROWAG. 4. Stub Streets a. Existing Conditions: There are no stub streets to the site. b. Applicant Proposal: The applicant is proposing to construct Overland Road to stub to the west of Lot 1 Block 1's west parcel line (see image page 14). c. Staff Comments/Recommendations: The applicant's proposal is approved, as noted above. 14 Jackson's C-Store/ MER24-0092/ H-2024-0054 The applicant should be required to install a sign at the terminus of the roadway stating that, "THIS IS A DESIGNATED ARTERIAL STREET. THIS STREET WILL BE EXTENDED AND WIDENDED IN THE FUTURE." The applicant should be required to construct a temporary cul-de-sac with the dimensions of a standard cul-de-sac at the terminus of Overland Road, as it extends greater in length than 150- feet. The developer shall grant a temporary turnaround easement to the District for those portions of the cul-de-sac which extend beyond the dedicated street right-of-way. In the instance where a temporary easement extends onto a buildable lot, the entire lot shall be encumbered by the easement and identified on the plat as a non-buildable lot until the street is extended. 5. Driveways 5.1 Overland Road a. Existing Conditions: Overland Road does not exist abutting the site. b. Applicant's Proposal: The applicant is proposing to construct two 38-foot wide curb-return full access driveways onto Overland Road located 189 and 418-feet west of Ten Mile Road (measured centerline-to-centerline). c. Staff Comments/Recommendations: The applicant's proposal does not meet District Driveway Location, Successive Driveways and Driveway Width policies which requires driveways to operate as right-in/right-out only on a principal arterial, to align or offset any other driveways on Overland Road a minimum of 450-feet and be located a minimum of 450-feet from the nearest signalized intersection and the driveway located 189-feet west of Ten Mile Road should not be approved, as proposed. Additionally, the TIS demonstrated the driveway located 189-feet west of Ten Mile Road is not needed to serve the site. Although the driveway located 418-feet west of Ten Mile Road does not meet District policy, staff recommends approval of the driveway location, as it is needed to serve the site, and it is proposed to be located outside the influence area of the intersection. The driveway is approved as a temporary full access driveway and should be constructed to a maximum width of 36-feet. The driveway may be restricted at any time as traffic conditions warrant determined by ACHD. Special Recommendation to the City of Meridian Cross Access The District limits access points onto arterial roadways as part of development to help reduce conflicts. To assist in achieving this goal, it is recommended that City of Meridian require the applicant to grant cross access to Lot 2 Block 2 and drive aisles are designed to facilitate the necessary access between the parcels. If the Overland Road extension is not constructed as part of this development, then no access to future Overland Road is approved. 5.2 Ten Mile Road a. Existing Conditions: There is an existing curb cut type driveway from the site onto Ten Mile Road located 297-feet south of Overland Road (measured-centerline-to-centerline). b. Applicant's Proposal: The applicant is proposing to reconstruct and widen the existing driveway onto Ten Mile Road located 297-feet south of Overland Road as a 36-foot wide full access curb return type driveway. The applicant is proposing to construct a dedicated right-turn deceleration lane on Ten Mile Road at the intersection with the proposed driveway located 297-feet south of Overland Road. c. Staff Comments/Recommendations: The applicant's proposal does not meet District Driveway Location, Successive Driveway and Driveway Width policies which requires driveways to operate as right-in/right-out only on a principal arterial, to align or offset any other driveways on Ten Mile Road a minimum of 450-feet and be located a minimum of 450-feet from 15 Jackson's C-Store/ MER24-0092/ H-2024-0054 the nearest signalized intersection. However, staff recommends approval of the applicant's proposal to reconstruct the existing driveway onto Ten Mile Road, as the TIS states this access (Alternative 4) is anticipated to the reduce the amount of traffic that reaches the intersection of Ten Mile Road and Overland Road. The applicant should be required to restrict the driveway to right-in/right-out/left-in only with the construction of a median on Ten Mile Road. This driveway may be further restricted in the future as traffic conditions warrant as determined by ACHD. The applicant's proposal to construct a dedicated right-turn deceleration lane on Ten Mile Road should be approved. Coordinate the design of the turn lane with Development Review Staff. If City Council denies access to Ten Mile Road, then the applicant should be required to close the existing driveway onto Ten Mile Road located 297-feet south of Overland Road with vertical curb, gutter, an 8-foot wide planter strip and 10-foot wide multi-use pathway to tie into the existing improvements on either side. If the Overland Road extension is not constructed, then this driveway will provide the only access to the Jackson's C-Store site. 6. Other Access Overland Road and Ten Mile Road are classified as principal arterial roadways. Other than the access specifically approved with this application, direct lot access is prohibited to these roadways and should be noted on the final plat. 16 Jackson's C-Store/ MER24-0092/ H-2024-0054 F. Policy 1. Federal Accessibility Design Guidelines and Standards District policy 7203.1.1 states that developers shall follow the current version of the U.S. Access Board's Accessibility Guidelines for Pedestrian Facilities in the Public Right-of-Way(PROWAG), 36 CFR Part 1190, September 7, 2023; (Also see, https//www.access-board.gov/prowag and httpsHwww.access-board.gov/files/prowag/planning-and-design-for-alternatives.pdf for additional information). 2. Minor Improvements Minor Improvements Policy: District Policy 7203.3 states that minor improvements to existing Highways adjacent to a proposed development may be required. These needed transportation facilities are to correct deficiencies or replace deteriorated facilities. Included are sidewalk and/or bike lane construction or replacement (with physical buffers if missing and needed); construction of transitional sidewalk segments; crosswalk construction or replacement; curb and gutter construction or replacement; repair, replacement or expansion of curb extensions; replacement of unused driveways with curb, gutter, sidewalk, repair or addition of traffic calming or speed mitigation features; installation or reconstruction of pedestrian ramps; pavement repairs; signs, motor vehicle, pedestrian and bicycle traffic control devices; and other similar items. The current version of PROWAG will determine the applicable accessibility requirements for alterations and elements added to existing streets. ACHD staff is responsible for identifying the minor improvements that would be proportionate to the size and complexity of the development. 3. Livable Street Performance Measures District policy 7203.8 states that ACHD has adopted performance measures (level of stress) for evaluating the experience of bicyclists and pedestrians. ACHD seeks to create a transportation network that serves all ages and abilities. Bike and pedestrian facilities built through development should achieve a bike and pedestrian level of traffic stress 1 or 2, with no new bike lane below a minimum of 5-feet. 4. Overland Road Extension & Ten Mile Road Arterial Roadway Policy: District Policy 7205.2.1 states that the developer is responsible for improving all street frontages adjacent to the site regardless of whether or not access is taken to all of the adjacent streets. Improvements shall include transitional segments in accordance with the current version of PROWAG. Master Street Map and Typology Policy: District Policy 7205.5 states that the design of improvements for arterials shall be in accordance with District standards, including the Master Street Map, Livable Streets Design Guide, and the most current ACHD Livable Streets Performance Measures Plan as adopted by the ACHD Commission. The developer or engineer should contact the District before starting any design. Street Section and Right-of-Way Width Policy: District Policies 7205.2.1 & 7205.5.2 state The standard 5-lane street section shall be 59-feet (back-of-curb to back-of-curb). This width typically accommodates two travel lanes in each direction, a continuous center left-turn lane or landscaped median with intermittent turn lanes, and curbs and gutters. A 5-lane road shall also include a minimum 10-foot wide multi-use path on both sides with an 8-foot wide buffer from back-of-curb. Other bike facility treatments as defined in the ACHD Bike Master Plan may be approved at the discretion of the ACHD Development Review Supervisor. If an interim on-street bike lane is required in order to connect to existing facilities, the street section shall be 75-feet to allow for a 5-foot wide bike lane and 3-foot wide painted buffer. The standard right-of-way width for a 5-lane arterial is 100- feet. Street Section and Right-of Way Width Policy: District Policy 7205.2.1 & 7205.5.2 states that the standard 3-lane street section shall be 37-feet (back-of-curb to back-of-curb). This width 17 Jackson's C-Store/ MER24-0092/ H-2024-0054 typically accommodates a single travel lane in each direction, and a continuous center left-turn lane, and curbs and gutters. A 3-lane road shall also include a minimum 10-foot wide multi-use path on both sides with at 8-foot wide buffer from back-of-curb. Other bike facility treatments as defined in the ACHD Bike Master plan may be approved at the discretion of the ACHD Development Review Supervisor. If an interim on-street bike lane is required in order to connect to existing facilities, the street section shall be 53-feet to allow for a 5-foot wide bike lane and 3-foot wide painted buffer. Landscaped medians with intermittent turn lanes may be allowed when a minimum of 20-feet of pavement on both sides of the median is provided. If a landscaped median is included in any of these cross sections, the landscaping shall be maintained by license agreement with the adjacent HOA, property owner, or by interagency agreement with the corresponding land use jurisdiction. At the discretion of Traffic Engineering staff, adjustments may be made to the street section, including removal of the continuous center turn lanes or modification to lane widths, where no driveways or intersections are present or to ensure adequate space for pathway and buffers. Right-of-Way Dedication: District Policy 7205.2 states that The District will provide compensation for additional right-of-way dedicated beyond the existing right-of-way along arterials listed as impact fee eligible in the adopted Capital Improvements Plan using available impact fee revenue in the Impact Fee Service Area. No compensation will be provided for right-of-way on an arterial that is not listed as impact fee eligible in the Capital Improvements Plan. The District may acquire additional right-of-way beyond the site-related needs to preserve a corridor for future capacity improvements, as provided in Section 7300. Pedestrian Facilities: District Policy 7205.5.7 requires a concrete sidewalk at least 5-feet wide are required on both sides of all arterial streets. A parkway strip at least 8-feet wide between the back- of-curb and street edge of the sidewalk is required to provide increased safety and protection of pedestrians. Alternatively, on roadways identified for improvement in the Capital Improvement Plan, a minimum 10-foot wide multi-use path may be required. The path shall be placed in accordance with planned buildout in the Master Street Map with a minimum 8-foot wide planter strip as measured to the closest edge of the path. Street trees are encouraged between the pedestrian facility and the roadway when irrigation and maintenance will occur by the adjacent property owner or HOA through an approved license agreement. Consult the District's planter width policy if trees are to be placed within the parkway strip. In some instances, to match existing conditions, a minimum 7-foot wide sidewalk may be constructed next to the back-of-curb. ACHD Development Review staff will be responsible for determining the required facility. Vertical hardscape alternatives to street trees may be considered in the buffer space when street trees are not practicable. Detached sidewalks and multi-use paths are encouraged and should be parallel to the adjacent roadway. Pedestrian facilities will only be allowed to deviate from a straight line parallel to the roadway when authorized by Development Review staff to accommodate site specific conditions (i.e., street trees, utilities, etc.). Appropriate easements shall be provided if public pedestrian facilities are placed out of the right-of- way. The easement shall encompass the entire area between the right-of-way line and 2-feet behind the back edge of the pedestrian facility. Pedestrian facilities shall either be located wholly within the public right-of-way or wholly within an easement. Curb ramps or blended transitions shall be provided to connect the pedestrian access route at each pedestrian street crossing in accordance with the current version of PROWAG. Provide detectable warning surface in accordance with the current version of PROWAG. 18 Jackson's C-Store/ MER24-0092/ H-2024-0054 Overland Road ACHD Master Street Map: ACHD Policy Section 3111.1 requires the Master Street Map (MSM) guide the right-of-way acquisition, arterial street requirements, and specific roadway features required through development. This segment of Overland Road is designated in the MSM as a Planned Commercial Arterial with 3-lanes and on-street bike lanes, a 53-foot street section within 100-feet of right-of-way or with 3-lanes and a 10-foot wide multi-use pathway, a 37- foot street section within 100-feet of right-of-way. Ten Mile Road ACHD Master Street Map: ACHD Policy Section 3111.1 requires the Master Street Map (MSM) guide the right-of-way acquisition, arterial street requirements, and specific roadway features required through development. This segment of Ten Mile Road is designated in the MSM as a Planned Commercial Arterial with 5-lanes and on-street bike lanes, a 72-foot street section within 96-feet of right-of-way. 5. Stub Streets Stub Street Policy: District policy 7205.2.3 (arterials) states that stub streets will be required to provide circulation or to provide access to adjoining properties. Stub streets will conform with the requirements described in Section 7205.2 (arterials), except a temporary cul-de-sac will not be required if the stub street has a length no greater than 150-feet. A sign shall be installed at the terminus of the stub street stating that, "THIS IS A DESIGNATED ARTERIAL STREET. THIS STREET WILL BE EXTENDED AND WIDENDED IN THE FUTURE." In addition, stub streets must meet the following conditions: • A stub street shall be designed to slope towards the nearest street intersection within the proposed development and drain surface water towards that intersection; unless an alternative storm drain system is approved by the District. • The District may require appropriate covenants guaranteeing that the stub street will remain free of obstructions. Temporary Dead End Streets Policy: District policy 7205.2.4 (arterials) requires that the design and construction for cul-de-sac streets shall apply to temporary dead end streets. The temporary cul-de-sac shall be paved and shall be the dimensional requirements of a standard cul-de-sac. The developer shall grant a temporary turnaround easement to the District for those portions of the cul- de-sac which extend beyond the dedicated street right-of-way. In the instance where a temporary easement extends onto a buildable lot, the entire lot shall be encumbered by the easement and identified on the plat as a non-buildable lot until the street is extended. 6. Driveways 6.1 Overland Road &Ten Mile Road Access Points Policy: District Policy 7205.4.1 states that all access points associated with development applications shall be determined in accordance with the policies in this section and Section 7202. Access points shall be reviewed only for a development application that is being considered by the lead land use agency. Approved access points may be relocated and/or restricted in the future if the land use intensifies, changes, or the property redevelops. Access Policy: District policy 7205.4.7 states that direct access to principal arterials is typically prohibited. If a property has frontage on more than one street, access shall be taken from the street having the lesser functional classification. If it is necessary to take access to the higher classified street due to a lack of frontage, the minimum allowable spacing shall be based on Table 1 b under District policy 7205.4.7, unless a waiver for the access point has been approved by the District Commission. Driveways, when approved on a principal arterial shall operate as a right-in/right-out only, and the District will require the construction of a raised median to restrict the left turning movements. 19 Jackson's C-Store/ MER24-0092/ H-2024-0054 Driveway Location Policy: District policy 7205.4.7 requires driveways located on principal arterial roadways to be located a minimum of 355-feet from the nearest intersection for a right-in/right-out only driveway. Full-access driveways are not allowed on principal arterial roadways. Successive Driveways: District policy 7205.4.7 Table 1 b, requires driveways located on principal arterial roadways with a speed limit of 45 MPH to align or offset a minimum of 450-feet from any existing or proposed driveway. Driveway Width Policy: District policy 7205.4.8 restricts high-volume driveways (100 VTD or more)to a maximum width of 36-feet and low-volume driveways (less than 100 VTD)to a maximum width of 30-feet. Curb return type driveways with 30-foot radii will be required for high-volume driveways with 100 VTD or more. Curb return type driveways with 15-foot radii will be required for low-volume driveways with less than 100 VTD. Driveway Paving Policy: Graveled driveways abutting public streets create maintenance problems due to gravel being tracked onto the roadway. In accordance with District policy, 7205.4.8, the applicant should be required to pave the driveway its full width and at least 30-feet into the site beyond the edge of pavement of the roadway and install pavement tapers in accordance with Table 2 under District Policy 7205.4.8. Temporary Access Policy: District Policy 7202.4.2 identifies a temporary access as that which "is permitted for use until appropriate alternative access becomes available". Temporary access may be granted through a development agreement or similar method, and the developer shall be responsible for providing a financial guarantee for the future closure of the driveway. Cross Access Easements/Shared Access Policy: District Policy 7202.4.1 states that cross access utilizes a single vehicular connection that serves two or more adjoining lots or parcels so that the driver does not need to re-enter the public street system. 7. Tree Planters Tree Planter Policy: Tree Planter Policy: The District's Tree Planter Policy prohibits all trees in planters less than 8-feet in width without the installation of root barriers. Class II trees may be allowed in planters with a minimum width of 8-feet, and Class I and Class III trees may be allowed in planters with a minimum width of 10-feet. 8. Landscaping Landscaping Policy: A license agreement is required for all landscaping proposed within ACHD right-of-way or easement areas. Trees shall be located no closer than 10-feet from all public storm drain facilities. Landscaping should be designed to eliminate site obstructions in the vision triangle at intersections. District Policy 5104.3.1 requires a 40-foot vision triangle and a 3-foot height restriction on all landscaping located at an uncontrolled intersection and a 50-foot offset from stop signs. Landscape plans are required with the submittal of civil plans and must meet all District requirements prior to signature of the final plat and/or approval of the civil plans. 9. Pathway Crossings: United States Access Board R304.5.1.2 Shared Use Paths. In shared use paths, the width of curb ramps runs and blended transitions shall be equal to the width of the shared use path. AASHTO's Guidelines for the Development of Bicycle Facilities 5.3.5 Other Intersection Treatments: The opening of a shared use path at the roadway should be at least the same width as the shared use path itself. If a curb ramp is provided, the ramp should be the full width of the path, not including any flared sides if utilized. . . . Detectable warnings should be placed across the full width of the ramp. FHWA's "Designing Sidewalks and Trails for Access" (1999) reflected common ADA-related concepts: Chapter 6, Page 16-6: The width of the ramp should be at least as wide as the average 20 Jackson's C-Store/ MER24-0092/ H-2024-0054 width of the trail to improve safety for users who will be traveling at various speeds. In addition, the overall width of the trail should be increased, so the curb ramp can be slightly offset to the side. The increased width reduces conflict at the intersection by providing more space for users at the bottom of the ramp. G. Attachments 21 Jackson's C-Store/ MER24-0092/ H-2024-0054 i EXECUTIVE SUMMARY A new 6,445 square foot convenience store is proposed for construction at the southwest corner of the intersection of Ten Mile Road with Overland Road in Meridian, Idaho. The development will also include fueling stations for sixteen (16) autos and four(4)trucks. With the construction of the convenience store, a portion of the future extension on Overland Road will be constructed, making the intersection a four-leg intersection. The rest of the extension is not expected to be constructed until 2036-2040 according to ACHD's Capital Improvement Plan. Due to the small size of the project, the convenience store is expected to be constructed by the end of 2025. After discussions with ACHD, it is expected that only two access points will be approved for the development. The following study scenarios were included: • Existing(2024) with current roadway conditions • No-Build (2025) with current roadway conditions • Build (2025) - Alt 1 with two (2)full-access points on Overland Road • Build (2025) - Alt 2 with one (1) RIRO on Ten Mile Road and one (1)full-access point on Overland Road • Build (2025) - Alt 3 with one (1) RIRO on Ten Mile Road and one (1) RIRO on Overland Road • Build (2025) - Alt 4 with one (1) RIRO/LI on Ten Mile Road and one (1) RIRO on Overland Road Due to the expected use, ITE's trip generation manual expects approximately 75% of trips will be pass-by. The breakdown of the trips that new development will produce are shown in the table below. PERIODLAND USE TOTAL IN OUT Daily 6,916 3,458 3,458 Total Gross Trips(GFA 5.5-10K&20 VFP) AM Peak Hour 632 316 316 PM Peak Hour 538 269 269 Daily -5,188 -2,594 -2,594 Pass-By Trips (75%of Gross) AM Peak Hour -474 -237 -237 PM Peak Hour -404 1 -202 -202 Daily 1,728 864 864 Net New Trips AM Peak Hour 158 79 79 PM Peak Hour 134 67 67 The traffic impact study was conducted in accordance with the scoping memorandum and the ACHD Policy Manual and subsequent reviews. The study network included one (1) intersection. Traffic growth was established from discussions with ACHD staff. The background growths for the roadways are as follows: 1. Ten Mile Road (north of Overland Road) - 4.0% 2. Ten Mile Road (south of Overland Road) - 4.1% 3. Overland Road (east of Ten Mile Road) - 4.6% The overall distribution of auto traffic is shown in the following figure. Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store NY5 NV5-3124077.00 ii . I � k i 1 ' r. rf' W Overland Rd T"�wiirr t , SITE - r r. r'frr F W Lamont Rd r fT� N Traffic Impact Study for Ten Mile Road &Overland Road Convenience Store 'I f NV5-3124077.00 IN, Y III For the 2024 Existing traffic conditions,the westbound approach at the study intersection was found to have a deficiency during both the AM and PM peak hours.The AM peak hour is likely due to the high cycle length (170 seconds) because the westbound volume is not very high during the AM peak hour.This should be lowered to match the PM cycle length (120 seconds). During the PM peak hour, there are currently almost 500 westbound vehicles turning right and left, making the approach operate over capacity. With the recently completed widening of Ten Mile Road, the westbound approach could be improved with adding an additional right-turn lane and left-turn lane to allow for more traffic to exit the roadway. Since there are a high number of right-turning vehicles, a westbound to northbound overlap would greatly improve the traffic flow at the intersection. For the 2025 No-build traffic conditions,the same deficiencies as in the existing conditions appear. The same mitigation would greatly improve traffic operations at the intersection. For the 2025 Build (Alternative 1)traffic conditions,the addition of a fourth leg is expected to continue to have deficiencies on the side streets with the existing cycle length during the AM peak hours. During the PM peak, optimizing signal timings is expected to present deficiencies to the northbound left-turning traffic (all site traffic) and the southbound through-traffic. All of the deficiencies can be reduced with the same mitigation as in the existing conditions, though the second westbound right-turn lane would be used as a shared through/right lane. For the 2025 Build (Alternative 2)traffic conditions,the same deficiencies appear as with Alternative 1. The same mitigation measures previously discussed would be appropriate for the intersection. The intersection is expected to operate slightly better than Alternative 1 with the suggested mitigation. For the 2025 Build (Alternative 3)traffic conditions,the same deficiencies appear as with Alternatives 1 and 2. The same mitigation measures previously discussed would be appropriate for the intersection. Alternative 3 is expected to have the worst performance of the four alternatives though only slightly. For the 2025 Build (Alternative 4)traffic conditions,the same deficiencies appear as with all of the access alternatives. The same mitigation measures previously discussed would be appropriate for the intersection. Alternative 4 is expected to have the best performance of the four access alternatives, though the traffic exiting the convenience store may experience slightly high delay exiting onto Ten Mile Road. It is likely that some southbound traffic would end up exiting onto Overland Road to avoid the slight backup, making that problem minimal. The following table shows the mitigation needs and when they are needed. Traffic I m pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy, Y iv Intersection Mitigation Summary IntersectionID • Build Build Build Existing No-Build i 1. Double WBLT& RT Ten Mile Rd & 2. WB RT No No No No No 1 Overland Rd Overlap Additional Additional Additional Additional Additional 3. Lower Mitigation Mitigation Mitigation Mitigation Mitigation AM Cycle Length Traffic Im pact Study for Ten Mile Road &Overland Road Convenience Store 'I NV5-3124077.00 Icy' Y H. Standard Conditions of Approval 1. All proposed irrigation facilities shall be located outside of the ACHD right-of-way (including all easements). Any existing irrigation facilities shall be relocated outside of the ACHD right-of-way (including all easements). 2. Private Utilities including sewer or water systems are prohibited from being located within the ACHD right-of-way. 3. In accordance with District policy, 7203.3, the applicant may be required to update any existing non- compliant pedestrian improvements abutting the site to meet current Americans with Disabilities Act (ADA), Public Right-of-Way Accessibility Guidelines (PROWAG), ISPWC, or ACHD requirements. The applicant's engineer should provide documentation of compliance to District Development Review staff for review. 4. Replace any existing damaged curb, gutter and sidewalk and any that may be damaged during the construction of the proposed development. Contact Construction Services at 387-6280 (with file number)for details. 5. A license agreement and compliance with the District's Tree Planter policy is required for all landscaping proposed within ACHD right-of-way or easement areas. 6. All utility relocation costs associated with improving street frontages abutting the site shall be borne by the developer. 7. It is the responsibility of the applicant to verify all existing utilities within the right-of-way. The applicant at no cost to ACHD shall repair existing utilities damaged by the applicant. The applicant shall be required to call DIGLINE (1-811-342-1585) at least two full business days prior to breaking ground within ACHD right-of-way. The applicant shall contact ACHD Traffic Operations 387-6190 in the event any ACHD conduits (spare or filled)are compromised during any phase of construction. 8. Utility street cuts in pavement less than five years old are not allowed unless approved in writing by the District. Contact the District's Utility Coordinator at 387-6258 (with file numbers) for details. 9. All design and construction shall be in accordance with the ACHD Policy Manual, ISPWC Standards and approved supplements, Construction Services procedures and all applicable ACHD Standards unless specifically waived herein. An engineer registered in the State of Idaho shall prepare and certify all improvement plans. 10. Construction, use and property development shall be in conformance with all applicable requirements of ACHD prior to District approval for occupancy. 11. No change in the terms and conditions of this approval shall be valid unless they are in writing and signed by the applicant or the applicant's authorized representative and an authorized representative of ACHD. The burden shall be upon the applicant to obtain written confirmation of any change from ACHD. 12. If the site plan or use should change in the future, ACHD Planning Review will review the site plan and may require additional improvements to the transportation system at that time. Any change in the planned use of the property, which is the subject of this application, shall require the applicant to comply with ACHD Policy and Standard Conditions of Approval in place at that time unless a waiver/variance of the requirements or other legal relief is granted by the ACHD Commission. I. Conclusions of Law 1. The proposed site plan is approved, if all of the Site Specific and Standard Conditions of Approval are satisfied. 2. ACHD requirements are intended to assure that the proposed use/development will not place an undue burden on the existing vehicular transportation system within the vicinity impacted by the proposed development. 22 Jackson's C-Store/ MER24-0092/ H-2024-0054 Request for Appeal of Staff Decision To request an appeal of a staff level decision, see District policy 7101.6.7 at https://www.achdidaho.org/home/showpublisheddocument/452/638243231708370000 Request for Reconsideration of Commission Action To request reconsideration of a Commission Action, see District policy 1006.11 at https://www.achdidaho.org/home/showpublisheddocument/452/638243231708370000 23 Jackson's C-Store/ MER24-0092/ H-2024-0054