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HomeMy WebLinkAbout2021-11-15 ACHD :m4ftiAN A1 C H D Kent Goldthorpe,President 1111, Dave McKinney,Vice-President Jim D. Hansen,Commissioner c0��e o Mary May,Commissioner Alexis Pickering,Commissioner November 91", 2021 To: Clint Tolman 197 West 4860 South Salt Lake City, UT 84107 Subject: MER21-0133/ H-2021-0073 3250 E Victory Road Inglewood Place Starbucks The applicant is requesting approval of a conditional use permit to construct a 2,365 square foot coffee shop on 0.56 acres. This development is part of the Inglewood Place Subdivision (MPP19-0004), which was approved by ACHD on October 71", 2019. A. Traffic Information 1. Traffic Impact Study CR Engineering Inc. prepared a traffic impact study for Inglewood Place Subdivision in 2019, and provided an updated analysis based on revisions to the site plan in 2021. Below is an executive summary of the findings as presented by CR Engineering in the 2021 updated analysis. The following executive summary is not the opinion of ACHD staff.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 summary. ACHD Staff comments on the submitted traffic impact study can be found below under staff comments. 1 —I:. I I ' W -------- j L2T:a - - 2 $ LM 2 _- — —# i 1 • - I Y , — _ Ilillll ' — 1 — — F e Victory Rd O Ada County Highway District•3775 Adams Street•Garden City,ID•83714• PH 2O8-387-6100• FX 345-7650•www.achdidaho.org Staff Comments/Recommendations: Staff comments are provided by District Traffic Services and Development Review staff. 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. • 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 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 such as: sidewalks, 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 7206.4.1 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. Average Daily Traffic (ADT): District Policy 7207.3.1 states that ADT on new and existing local streets should typically be less than 2,000. This ADT applies to both existing and new streets. For new streets that are stubbed to connect to adjacent land that is not fully developed, the allowable ADT for the new street will typically be no more than 1,000 ADT, to accommodate future additional traffic from the adjacent land, depending on the location and type of the stub Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org street and the location and size of the adjacent undeveloped land. When stub streets are connected and properties fully developed, local streets should not exceed 2,000 ADT. b. Staff Comments/Recommendations: Staff has reviewed the submitted traffic impact study (TIS) and generally agrees with the findings and recommendations. The following sections list the recommended improvements required by ACHD with this development based on the study and District policy. 1. Eagle Road/Victory Road Intersection: In the 2019 TIS, the Eagle Road/Victory Road intersection exceeds LOS thresholds for both 2025 background and total traffic conditions, however site traffic entering the intersection accounted for only 4.1% of total intersection traffic in the AM peak hour and 1.5% in the PM peak hour, therefore no improvements/mitigations were required for the intersection after review of the 2019 TIS. The intersection still exceeds LOS thresholds for 2025 background and total traffic conditions in the updated 2021 analysis, however the new proposed uses slightly decreases the site traffic entering the intersection to 3.2% and 1.2% in the AM and PM peak hours, respectively. Staff recommends no additional improvements/mitigations be constructed with this development. 2. Eagle Road/Right-In Right-Out Site Access: The Eagle Road/Right-In Right-Out Site Access intersection meets all LOS thresholds under 2025 total traffic conditions. In both the original and updated analysis, the TIS indicates that a northbound right-turn lane is warranted for the intersection. Staff supports the construction of the northbound right-turn lane and recommends no additional improvements/mitigations be constructed with this development. 3. Starbucks Internal Site Circulation: The proposed development has 360-feet of internal storage, which exceeds the expected maximum queuing of 16 vehicles or 320-feet. This, coupled with ample on-site parking which can be utilized during times of excessive queuing, will prevent on-site traffic from queuing into Eagle Road. Staff recommends no additional improvements/mitigations with this development. 2. Trip Generation This development is estimated to generate 1,887 vehicle trips per day and 100 vehicle trips per hour in the PM peak hour, based on the Institute of Transportation Engineers Trip Generation Manual, 10' edition. 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 Eagle Road 192-feet Principal Arterial 790 Better than "E" Victory Road 143-feet Minor Arterial 645 Better than "E" * Acceptable level of service for a five-lane principal arterial is "E" (1,780 VPH). * Acceptable level of service for a three-lane minor arterial is "E" (720 VPH) Average Daily Traffic Count (VDT): Average daily traffic counts are based on ACHD's most current traffic counts • The average daily traffic count for Eagle Road north of Victory Road was 22,110 on 11/29/18. • The average daily traffic count for Victory Road east of Eagle Road was 10,465 on 06/14/17. Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org B. Findings of Fact 1. Eagle Road a. Existing Conditions: Eagle Road is improved with 5-travel lanes, 72-feet of pavement, vertical curb, gutter, and 7-foot wide attached concrete sidewalk abutting the site. There is 96-feet of right-of-way for Eagle Road (48-feet from centerline). b. Policy: 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. 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 and Livable Streets Design Guide. The developer or engineer should contact the District before starting any design. Minor Improvements Policy: District Policy 7203.3 states that minor improvements to existing streets adjacent to a proposed development may be required. These improvements are to correct deficiencies or replace deteriorated facilities. Included are sidewalk construction or replacement; curb and gutter construction or replacement; replacement of unused driveways with curb, gutter and sidewalk; installation or reconstruction of pedestrian ramps; pavement repairs; signs; traffic control devices; and other similar items. 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 Eagle Road is designated in the MSM as a Residential Arterial with 5-lanes and on-street bike lanes, a 72-foot street section within 100-feet of right-of-way. c. Applicant's Proposal: The applicant has proposed construct a northbound right- turn lane at the intersection of Eagle Road and a previously approved right-in/right out driveway located 357-feet north of Victory Road consistent with the findings and recommendations of the TIS. d. Staff Comments/Recommendations: The applicant's proposal meets District policy and should be approved as proposed. Consistent with the District's Minor Improvements Policy, the applicant should be required to replace any broken or deteriorated segments of curb, gutter, and sidewalk on Eagle Road abutting the site. 2. Victory Road a. Existing Conditions: Victory Road is improved with 4-travel lanes at the intersection of Eagle Road, 72-feet of pavement, vertical curb, gutter, and 7-foot wide attached concrete sidewalk abutting the site. There is 96-feet of right-of-way for Victory Road (48-feet from centerline). b. Policy: 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. 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 Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org Master Street Map and Livable Streets Design Guide. 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 that the standard 5-lane street section shall be 72-feet (back-of-curb to back-of-curb) within 96-feet of right-of-way. This width typically accommodates two travel lanes in each direction, a continuous center left-turn lane, and bike lanes on a minor arterial and a safety shoulder on a principal arterial. Minor Improvements Policy: District Policy 7203.3 states that minor improvements to existing streets adjacent to a proposed development may be required. These improvements are to correct deficiencies or replace deteriorated facilities. Included are sidewalk construction or replacement; curb and gutter construction or replacement; replacement of unused driveways with curb, gutter and sidewalk; installation or reconstruction of pedestrian ramps; pavement repairs; signs; traffic control devices; and other similar items. 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 Victory Road is designated in the MSM as a Residential Arterial with 5-lanes and on-street bike lanes, a 72-foot street section within 100-feet of right-of-way. c. Applicant's Proposal: The applicant has not proposed any improvements to Victory Road abutting the site. d. Staff Comments/Recommendations: Victory Road abutting the site is fully improved; therefore, no right-of-way dedication or improvements are required with this application. Consistent with the District's Minor Improvements Policy, the applicant should be required to replace any broken or deteriorated segments of curb, gutter, and sidewalk on Victory Road abutting the site. 3. Driveways — Eagle Road a. Existing Conditions: There is an existing 18-foot wide paved driveway approach from the site on to Eagle Road located 162-feet north of Victory Road. There is also an existing 23-foot wide paved driveway approach on to Eagle Road from the parcel directly to the north of the site located 357-feet north of Victory Road. b. Policy: 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 lb 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 Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org right-in/right-out only, and the District will require the construction of a raised median to restrict the left turning movements. 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. 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. c. Applicant's Proposal: The applicant has proposed to close the existing driveway approach from the site onto Eagle Road located 162-feet north of Victory Road with vertical curb, gutter, and 7-foot wide attached concrete sidewalk. d. Staff Comments/Recommendations: The applicant's proposal to close the existing driveway approach located 162-feet north of Victory Road meets District policy and should be approves as proposed. Consistent with ACHD's previous action on MPP19-0004, the applicant should be required to reconstruct the existing driveway located 357-feet north of Victory Road as a 25-foot wide curb-return type driveway. The driveway should be restricted to a right-in/right-out only driveway with the installation of a 6" raised median. This driveway will serve as the primary access for the site. C. Site Specific Conditions of Approval 1. Construct a northbound right-turn lane at the intersection of Eagle Road at the right- in/right-out driveway located 357-feet north of Victory Road. Coordinate the design and construction of the turn lane with District Development Review staff. 2. Reconstruct the existing driveway located 357-feet north of Victory Road as a 25-foot wide curb-return type driveway and restrict it to right-in/right-out only with the installation of 6" raised median. 3. Close the existing driveway from the site on to Eagle Road located 162-feet north of Victory Road with curb, gutter, and 7-foot wide attached concrete sidewalk, as proposed. Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org 4. Relace any broken or deteriorated segments of curb, gutter and/or sidewalk on Eagle Road or Victory Road abutting the site consistent with the District's Minor Improvements policy. 5. A Traffic Impact Fee will be assessed by ACHD and will be due prior to issuance of a building permit. Please contact the ACHD Planner (see below) for information regarding impact fees. 6. 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. 7. Comply with the Standard Conditions of Approval as noted below. D. Attachments 1. Vicinity Map 2. Site Plan 3. TIS Executive Summary 4. Standard Conditions of Approval 5. Appeal Guidelines If you have any questions, please feel free to contact me at (208) 387-6132. Sincerely, A,--- Kelly Bruner Planner Development Services cc: City of Meridian (Sonya Allen, via email) Jim Petersen Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org VICINITY MAP F f�l Y zn 125 2.5 3260 u Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org SITE PLAN I I x FQWE B.uAMR. a —PpW A�Ax w:qC� uNF 5*+nE j MPNil PEPPOlNM _.�,._ S 89'31T E - I 'euR xKer -- slr.>nre uavrsE�lslrt.: I 13 emu.`" I I • i� LOT:3 EI � mRauu, YMttRMM 65Yxd�. 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E VICTORY Ra W9 WIDE PAVED FUBLIC ROAM it Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org TIS EXECUTVE SUMMARY ENGRIlVG,INC. 181 East 501s Street MEMORANDUM Garden city,ID 83714 (208)841-499696 DATE: September 8,2021 TO: Clint Tolman � t E Gold Stream FROM: Chhang Ream,P.E.,PTOE 1 CR Engineering,Inc. PROJECT: Goldstream Meridian �ly�T�ov�Pg� Meridian,Idaho Hq N G R SUBJECT: Traffic Impact Analysis Update for the Revised Site Plan SUMMARY This memorandum summarizes an abbreviated traffic impact analysis(TIA)update to reflect the revised site plan for the Goldstream Meridian development(formerly Inglewood Place Subdivision)located in the northeast corner of the Victory Road and Eagle Road intersection in Meridian,Idaho. The purpose of this TIA is to reevaluate the traffic impacts with the revised land uses and summarize the changes to the findings and recommendations as documented in the original Traffic Impact Study for Inglewood Place Subdivision,May 2019. This TIA also evaluates the traffic impacts without the temporary right-in right-out(BIRO)driveway on Eagle Road. The original site plan contains 36,900 square feet of office space, 10,550 square feet of commercial space,and a senior living center containing an 88-unit congregate care facility and a 14-unit senior housing.With the current revised site plan,the proposed commercial development west of the senior living center has been changed to 16,000 square feet of commercial space and a 2,300 square-foot Starbucks drive-thru coffee shop. The revised site plan no longer includes the office land use. The senior living center remains unchanged as it has been constructed,along with the access on Victory Road(Titanium Avenue). Overall,the revised site plan generates fewer non-pass-by trips,resulting in less traffic impacts on the adjacent roadways compared to the original site plan. The key findings are: 1. Trip Generation ■ With the revised land uses,the development is estimated to generate a gross total of 3,846 trips per weekday,374 trips in the AM peak hour,and 260 trips in the PM peak hour,which are higher than the original site plan. However,the revised land uses generate more internal capture trips and pass-by trips, resulting in less non-pass-by site traffic on the adjacent roadways than the original site plan. S:Iprojectsl21-38 GoldstreamUoclGoldstream TIA Update.docx Page 1 of 21 Ada County Highway District•3775 Adams Street•Garden City,ID•83714• PH 2O8-387-6100• FX 345-7650•www.achdidaho.org ENG'�F.RIIVG,INC. ■ The estimated number of non-pass-by trips is lower than the original TIS by approximately 5%during a general weekday,16%during the AM peak hour,and 27%during the PM peak hour 2. Roadway Segment Planning Level of Service ■ Eagle Road segment north of Victory Road • As with the original TIS, this Eagle Road segment is anticipated to exceed LOS E planning threshold as a 5-lane principal arterial under 2025 total traffic conditions • The site traffic proportion to the peak direction volumes during the peak hour remains relatively unchanged from the original TIS at 2.0%in the AM peak hour,up from 1.9%in the original TIS, and 1.2%in the PM peak hour,down from 1.3%in the original TIS ■ Victory Road east of Eagle Road • As with the original TIS,this Victory Road segment is anticipated to exceed LOS E planning threshold as a 3-lane minor arterial • The site traffic proportion to the peak direction volumes during the peak hour is lower than the original ITS,from 9.8%in the original TIS's AM peak hour to 5.6%in the TIA update,and from 2.7%in the original TIS's PM peak hour to 1.6%with the TIA update 3. Intersection Operations ■ Eagle Road and Victory Road intersection • As with the original TIS,the intersection is anticipated to exceed minimum operational thresholds during the peak hours under 2025 total traffic conditions with the ultimate lane configuration as recommended in the original TIS,which includes the following lanes: o Eastbound approach—Dual left-turn lanes and one shared through/right-turn lane o Westbound approach—One left-turn,one through,and one right-turn lane o Northbound approach—One left-turn,one through,and one shared through/right-turn lane o Southbound approach—One left-turn lane,two through lanes,and one right-turn lane • With the revised land uses,the intersection operates slightly better compared to the original TIS • The site traffic percentage of total traffic entering the intersection under 2025 total traffic conditions is lower than the original TIS,from 4.1%to 3.2%in the AM peak hour and from 1.5%to 1.2%in the PM peak hour • Without the RIRO access on Eagle Road, the intersection is anticipated to exceed minimum operations thresholds and operate worse than with a RIRO access o The following lane configurations are proposed to mitigate the intersection operations: • Eastbound approach—Dual left-turn lanes and one shared through/right-turn lane • Westbound approach—One left-turn,one through,and one right-turn lane • Northbound approach—One left-turn,one through,and one shared through/right-turn lane S:•projectsl21-38 GoldstreamJoclGoldstream TIA Update.docx Page 2 of 21 Ada County Highway District•3775 Adams Street•Garden City,ID•83714• PH 2O8-387-6100• FX 345-7650•www.achdidaho.org ENG�RIIVG,INC. • Southbound approach—One left-turn lane,two through lanes,and one right-turn lane ■ Eagle Road and RIRO Access intersection • As with the original TIS,the intersection is anticipated to meet minimum operational thresholds during the peak hours under 2025 total traffic conditions • A northbound right-turn lane is warranted based on ACHD turn lane guidelines,which is consistent with the original TIS • The site traffic percentage of total traffic entering the intersection under 2025 total traffic conditions is higher than the original TIS in the AM peak hour,from 5.6%to 6.3%in the TIA update,and is lower than the original TIS in the PM peak hour,from 2.9%to 2.6%in the TIA update ■ Titanium Avenue and Victory Road intersection • The intersection is anticipated to meet minimum operational thresholds during the peak hours under 2025 total traffic conditions with and without the RIRO access • No turn lanes are warranted with and without the RIRO access • The site traffic percentage of total traffic entering the intersection under 2025 total traffic conditions is higher than the original TIS in the AM peak hour,from 4.6%to 5.9%in the TIA update,and is lower than the original TIS in the PM peak hour,from 2.3%to 2.2%in the TIA update 4. Eagle Road and Victory Road Intersection Queue Length Analysis The storage length deficiencies for different intersection lane configurations with and without the RIRO access on Eagle Road are as follows: ■ RIRO Access Scenarios: • IFYWP Lane Configuration Scenario o Eastbound left-turn lane—deficient by 460 feet • Restripe the existing TWLTL to provide additional storage length o Westbound right-turn lane—deficient by 395 feet • Widening along frontage is needed for the additional westbound right-turn lane storage o Southbound left-turn lane—deficient by 160 feet • Restripe the existing TWLTL to provide additional storage length • Original TIS Mitigation Lane Configuration Scenario o Eastbound left-turn lane—deficient by 135 feet • Additional roadway widening is needed due to dual left-turn lane exceeding existing lanes ➢ May not be feasible due to potential right-of-way constraint o Westbound right-turn lane—deficient by 395 feet • Widening along frontage is needed for the westbound right-turn lane storage o Southbound left-turn lane—deficient by 160 feet • Restripe the existing TWLTL to provide additional storage length o Southbound right-turn lane—New turn lane needing 500 feet of storage • May not be feasible due to potential right-of-way constraint S:•projectsl21-38 GoldstreamJoclGoldstream TIA Update.docx Page 3 of 21 Ada County Highway District•3775 Adams Street•Garden City,ID•83714• PH 2O8-387-6100• FX 345-7650•www.achdidaho.org ENGRIlVG,INC. ■ No RIRO Access Scenarios: • IFYWP Lane Configuration Scenario o Eastbound left-turn lane—deficient by 435 feet • Restripe the existing TWLTL to provide additional storage length o Westbound right-turn lane—deficient by 770 feet • Widening beyond the site frontage is needed for the additional westbound right-turn lane storage ➢ May not be feasible due to potential right-of-way constraint beyond the site frontage o Southbound left-turn lane—deficient by 160 feet • Restripe the existing TWLTL to provide additional storage length • Original US Mitigation Lane Configuration Scenario o Eastbound left-turn lane—deficient by 135 feet • Additional roadway widening needed due to dual left-turn lane exceeding existing lanes ➢ May not be feasible due to potential right-of-way constraint o Westbound right-turn lane—deficient by 770 feet • Widening beyond the site frontage is needed for the additional westbound right-turn lane storage ➢ May not be feasible due to potential right-of-way constraint beyond the site frontage o Southbound left-turn lane—deficient by 160 feet • Restripe the existing TWLTL to provide additional storage length o Southbound right-turn lane—New turn lane needing 500 feet of storage • May not be feasible due to potential right-of-way constraint • Needed Improvements Lane Configuration Scenario o Eastbound left-turn lane—deficient by 185 feet • Restripe the existing TWLTL to provide additional storage length o Westbound right-turn lane—deficient by 145 feet • Widening along frontage is needed for the additional westbound right-turn lane storage o Northbound right-turn lane—New turn lane needing 150 feet of storage • May not be feasible due to potential right-of-way constraint o Southbound left-turn lane—deficient by 160 feet • Restripe the existing TWLTL to provide additional storage length o Southbound right-turn lane—New turn lane needing 450 feet of storage • May not be feasible due to potential right-of-way constraint 5. Starbucks Queuing ■ The Goldstream Starbucks site has over 360 feet of internal storage,which is adequate to accommodate the anticipated maximum queuing at the site • Based on other studies found analyzing Starbucks on-site queueing,the maximum queuing is 16 vehicles(320 feet) S:Iprojectsl21-38 GoldstreamJoclGoldstream T14 Update.docx Page 4 of 21 Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org 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, 7203.6, the applicant may be required to update any existing non-compliant pedestrian improvements abutting the site to meet current Americans with Disabilities Act (ADA) requirements. The applicant's engineer should provide documentation of ADA 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. Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org Request for Appeal of Staff Decision 1. Appeal of Staff Decision: The Commission shall hear and decide appeals by an applicant of the final decision made by the Development Services Manager when it is alleged that the Development Services Manager did not properly apply this section 7101.6, did not consider all of the relevant facts presented, made an error of fact or law, abused discretion or acted arbitrarily and capriciously in the interpretation or enforcement of the ACHD Policy Manual. a. Filing Fee: The Commission may, from time to time, set reasonable fees to be charged the applicant for the processing of appeals, to cover administrative costs. b. Initiation: An appeal is initiated by the filing of a written notice of appeal with the Secretary and Clerk of the District,which must be filed within ten (10) working days from the date of the decision that is the subject of the appeal. The notice of appeal shall refer to the decision being appealed, identify the appellant by name, address and telephone number and state the grounds for the appeal. The grounds shall include a written summary of the provisions of the policy relevant to the appeal and/or the facts and law relied upon and shall include a written argument in support of the appeal. The Commission shall not consider a notice of appeal that does not comply with the provisions of this subsection. c. Time to Reply: The Development Services Manager shall have ten (10)working days from the date of the filing of the notice of appeal to reply to the notice of the appeal, and may during such time meet with the appellant to discuss the matter, and may also consider and/or modify the decision that is being appealed. A copy of the reply and any modifications to the decision being appealed will be provided to the appellant prior to the Commission hearing on the appeal. d. Notice of Hearing: Unless otherwise agreed to by the appellant, the hearing of the appeal will be noticed and scheduled on the Commission agenda at a regular meeting to be held within thirty (30) days following the delivery to the appellant of the Development Services Manager's reply to the notice of appeal. A copy of the decision being appealed, the notice of appeal and the reply shall be delivered to the Commission at least one(1)week prior to the hearing. e. Action by Commission: Following the hearing, the Commission shall either affirm or reverse, in whole or part, or otherwise modify, amend or supplement the decision being appealed, as such action is adequately supported by the law and evidence presented at the hearing. Ada County Highway District•3775 Adams Street•Garden City,ID•83714•PH 2O8-387-6100•FX 345-7650•www.achdidaho.org