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Application Charlene Way From:clerk@meridiancity.org Sent:Thursday, September 30, 2021 4:19 PM To:Charlene Way Subject:Development Application Transmittals - Jamestown Ranch Subdivision AZ, PP H-2021-0074 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Jamestown Ranch Subdivision AZ, PP H-2021-0074 Hearing Date: 11-18-2021 Assigned Planner: Alan Tiefenbach To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Commission Hearing Date: November 18, 2021 Planner: Alan File No.: H-2021-0074 Project Name: Jamestown Ranch Subdivision Request:  Annexation & zoning of 80 acres of land with a R-8 zoning district and a preliminary plat consisting of 294 building lots and 25 common lots, by Walsh Group, LLC. Location: The subject properties consist of Parcels S0434223150, S0434212970, S0434212965, S0434212920, and 4023 W. McMillian Rd, located near the southeast corner of the N. Black Cat / W. McMillian Rd intersection, in the N ½ of the NW ¼ of Section 34, Township 4N., Range 1W. N A- TIDjl AN"---,-" Planning Division HEARING APPLICATION Type of Review Requested Hearing File number: H-2021-0074 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicant name: STEPHANIE HOPKINS, KM ENGINEERING, LLP Phone: 2086396939 Applicant address: 5725 N DISCOVERY WAY, BOISE, ID 83713 Email: shopkins@kmengllp.com Ownername: RON WALSH, WALSH GROUP Phone: Fax: Owner address: PO BOX 1207, EAGLE, ID 83616 Email: kelli@walshgrp.com Agent name(e.g.architect,engineer,developer,representative): STEPHANIE HOPKINS Firmname: KM ENGINEERING, LLP Phone: 2086396939 Fax: Address: 5725 N DISCOVERY WAY Email: shopkins@kmengllp.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): SO434212965 Township,range,section: 4N 1 W34 Project Description Project/Application Name: Jamestown Ranch Subdivision -AZ, PP Description of work: Single-family residential subdivision comprised of approximately 80 acres with an age-restricted component and standard market rate single-family lots. Narrative included herein for more information. 33 E Broadway Avenue,Suite 102 * Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Alternative Compliance-ALT: UNCHECKED Annexation and Zoning-AZ: CHECKED Comprehensive Plan Map Amendment-CPAM: UNCHECKED Comprehensive Plan Text Amendment-CPAT: UNCHECKED Conditional Use Permit-CUP: UNCHECKED Design Review-DR: UNCHECKED Development Agreement Modification-MDA: UNCHECKED Planned Unit Development-PUD: UNCHECKED Preliminary Plat-PP: CHECKED Preliminary Final Plat-PFP: UNCHECKED Private Street-PS: UNCHECKED Rezone-RZ: UNCHECKED Vacation-VAC: UNCHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0608 TYPE OF USE PROPOSED Residential: CHECKED Office: UNCHECKED Commercial: UNCHECKED Employment: UNCHECKED Industrial: UNCHECKED Single-Family Detached: CHECKED Single-Family Attached: UNCHECKED Townhouse: UNCHECKED Duplex: UNCHECKED Multi-Family: UNCHECKED Vertically Integrated: UNCHECKED PROPERTY INFORMATION General Location: SE corner of Black Cat and McMillan Roads Current Land Use: Undeveloped and single-family residential Total Acreage: +/-80 acres Prior Approvals(File Numbers): n/a Traffic Study Required per ACHD: Yes Has a traffic study been accepted by ACHD: Yes ZONING DISTRICT(S) R-2: UNCHECKED R-4: UNCHECKED 33 E Broadway Avenue,Suite 102 Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 R-g: CHECKED R-15: UNCHECKED R-40: UNCHECKED C-N: UNCHECKED C-C: UNCHECKED C-G: UNCHECKED L-O: UNCHECKED M-E: UNCHECKED H-E: UNCHECKED I-L: UNCHECKED 1-H: UNCHECKED O-T: UNCHECKED TN-C: UNCHECKED TN-R: UNCHECKED County: UNCHECKED FLUM DESIGNATION(S) Low Density Residential: UNCHECKED Medium Density Residential: CHECKED Acreage-Medium Density Res: +/-80 acres Medium-High Density Residential: UNCHECKED High Density Residential: UNCHECKED Commercial: UNCHECKED Office: UNCHECKED Industrial: UNCHECKED Civic: UNCHECKED Green Space Parks,Pathways,and Open Space: UNCHECKED Old Town: UNCHECKED Mixed Use Neighborhood: UNCHECKED Mixed Use Neighborhood with N.C.: UNCHECKED Mixed Use Community: UNCHECKED Mixed Use Community with N.C.: UNCHECKED Mixed Use Regional: UNCHECKED Mixed Use Non-Residential: UNCHECKED Mixed Use Interchange: UNCHECKED Low Density Employment: UNCHECKED High Density Employment: UNCHECKED Mixed Employment: UNCHECKED Mixed Use Residential: UNCHECKED Mixed Use Commercial: UNCHECKED Lifestyle Center: UNCHECKED 33 E Broadway Avenue,Suite 102 Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 09/09/2021 Landscape Plan Date(MM/DD/YYYY): 09/09/2021 Elevations Date(MM/DD/YYYY): 09/21/2021 Percentage of Site Devoted to Building: 59% Percentage of Site Devoted to Landscaping: 20% Percentage of Site Devoted to Paving: 21% Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: Settlers Primary Irrigation Source: Surface Secondary Irrigation Source: City Square Footage of Landscaped Areas to be Irrigated by City Water Connection: tbd Minimum Square Footage of Ground Floor Area for Multi-Story Units: n/a Proposed Building Height: in accord with code Existing Floor Area(If Applicable): n/a Gross Floor Area Proposed: tbd Number of Residential Units: 294 Minimum Square Footage of Living Area(Excluding Garage): 1,500 Gross Density: 3.66 Net Density: 6.17 What was the date of your pre-application meeting?: 06/29/2021 What was the date of your neighborhood meeting?: 07/21/2021 In Reclaimed Water Buffer: No PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC I I- CHECKED 5A-6D: AZ/RZ ONLY R-2: UNCHECKED R-4: UNCHECKED R-8: CHECKED Acreage-R-8: 80 R-15: UNCHECKED R-40: UNCHECKED C-N: UNCHECKED C-C: UNCHECKED C-G: UNCHECKED L-O: UNCHECKED M-E: UNCHECKED H-E: UNCHECKED I-L: UNCHECKED 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 4 I-H: UNCHECKED O-T: UNCHECKED TN-C: UNCHECKED TN-R: UNCHECKED PROPOSED FLUM DESIGNATION(S) Low Density Residential: UNCHECKED Medium Density Residential: UNCHECKED Medium-High Density Residential: UNCHECKED High Density Residential: UNCHECKED Commercial: UNCHECKED Office: UNCHECKED Industrial: UNCHECKED Civic: UNCHECKED Green Space Parks,Pathways,and Open Space: UNCHECKED Old Town: UNCHECKED Mixed Use Neighborhood: UNCHECKED Mixed Use Neighborhood with N.C.: UNCHECKED Mixed Use Community: UNCHECKED Mixed Use Community with N.C.: UNCHECKED Mixed Use Regional: UNCHECKED Mixed Use Non-Residential: UNCHECKED Mixed Use Interchange: UNCHECKED Low Density Employment: UNCHECKED High Density Employment: UNCHECKED Mixed Employment: UNCHECKED Mixed Use Residential: UNCHECKED Mixed Use Commercial: UNCHECKED Lifestyle Center: UNCHECKED PLATS ONLY Number of Building Lots: 294 Number of Common Lots: 25 Total Number of Lots: 334 Minimum Lot Size: 4,952 Average Lot Size: 7,064 Area of Plat: 80.30 Plat Date(MM/DD/YYYY): 09/09/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Community Garden: UNCHECKED Ponds or Water Features: UNCHECKED 33 E Broadway Avenue,Suite 102 Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 Plaza(s): UNCHECKED Additions to Public Park: UNCHECKED Collector Street Buffer(s): CHECKED Arterial Street Buffer(s): CHECKED Parkways: CHECKED 10'Parkway Along Arterials: UNCHECKED Stormwater Detention Facilities: CHECKED Open Water Ponds: UNCHECKED Acres of Qualified Open Space: 11.63 Percentage of Qualified Open Space: 14.5 QUALIFYING SITE AMENITIES Clubhouse: CHECKED Fitness Facilities: UNCHECKED Enclosed Bike Storage: UNCHECKED Public Art: UNCHECKED Picnic Area: UNCHECKED Additional5%Open Space: UNCHECKED Communication Infrastructure: UNCHECKED Dog Owner Facilities: UNCHECKED Neighborhood Business Center: UNCHECKED Swimming Pool: CHECKED Children's Play Structure: UNCHECKED Sports Courts: CHECKED Pedestrian or Bicycle Circulation System: CHECKED Transit Stop: UNCHECKED Park and Ride Lot: UNCHECKED Walking Trails: CHECKED Open Grassy Area(min.50'x 100')-Multi-Family: UNCHECKED APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Stephanie Hopkins MISC Is new record: No 33 E Broadway Avenue,Suite 102 Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 6 Planning Division EI DIA �1T �'- PREAPPLICATION MEETING DAA0 Type of Review Requested Pre-Application Request File number: P REAP P-2021-0083 Assigned Planner: Alan Tlefenbach Scheduled Date: 06/29/2021 Scheduled Time: 2:00 PM Applicant Information Name: STEPHANIE LEONARD, KM ENGINEERING Address: 9233 W STATE STREET 83714 Phone: 2086396939 Email: sleonard@kmengllp.com Additional Attendee(s) Name: Kelli Black Business Name: Walsh Group Address: PO Box 1297 Eagle, ID 83616 Phone. Email: kelli@walshgrp.com Name: Matt Schultz Business Name: Address: PO Box 1115 Meridian, ID 836461115 Phone. Email: schultzdevelopment@yahoo.com Subject Property Information Location/street address: Assessor's parcel number SO434212955 (s): Township, range, section: Project Description Project/Application Name: James Ranch Description of Work: Single-family and age-restricted community at SEC of Black Cat and McMillan Roads Application Information APPLICATION TYPES Annexation and Zoning -AZ: CHECKED Preliminary Plat - PP: CHECKED Private Street - PS: CHECKED AZ/ RZ ONLY Acreage - R-4: +/- 75 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website: www.meridaincity.org 1 R-4: CHECKED PLATS ONLY Average Lot Size: 6,000 sf Minimum Lot Size: 4,000 sf Number of Building Lots: +/- 300 Number of Common Lots: +/-20 Total Number of Lots: 320 PROJECT INFORMATION Elevations Date (MM/DD/YYYY): n/a Existing Floor Area (If Applicable): tbd Gross Density: 4-5 du/acre (tbd) Gross Floor Area Proposed: tbd I acknowledge a neighborhood meeting is required prior to CHECKED application submittal: I acknowledge pre-app notes are good for 4 months: CHECKED I acknowledge that a Site Plan will be uploaded in the attachment CHECKED section: In Reclaimed Water Buffer: No Irrigation District: Settlers Landscape Plan Date (MM/DD/YYYY): n/a Minimum Square Footage of Ground Floor Area for Multi-Story tbd Units: Percentage of Site Devoted to Building: tbd Percentage of Site Devoted to Landscaping: tbd Percentage of Site Devoted to Paving: tbd Primary Irrigation Source: tbd Proposed Building Height: tbd Secondary Irrigation Source: tbd Site Plan Date (MM/DD/YYYY): 04/09/2021 Square Footage of Landscaped Areas to be Irrigated by City Water tbd Connection: Who will own and Maintain the Pressurized Irrigation System in this owner Development: PROPERTY INFORMATION Current Land Use: Undeveloped Prior Approvals (File Numbers): n/a Total Acreage: +/- 75 TYPE OF USE PROPOSED Other Type of Use Proposed: Age-restricted community Residential: CHECKED Single-Family Detached: CHECKED 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website: www.meridaincity.org 2 ZONING DISTRICT(S) R-4: CHECKED Review Type Reviewer Review Notes Addressing Plan Review Notes Terri Ricks No Comments MFD Plan Review Notes Joe Bongiorno I will need to see a detail phasing plan showing how secondary access will be maintained during all phases of construction. This project falls outside our 5 minute response time goal. The Fire Department recommends waiting until Fire Station 8 is constructed and staffed to support this project. MPD Plan Review Notes Scott Colaianni Police have no comments on this application. Parks Plan Review Notes Kimberly Warren 10' Multi-use pathways (detached) required along the south side of McMillan, and along the east side of the midmile collector, connecting McMillan pathway with Quartet sub to the south. Planning Review Notes Alan Tiefenbach - Please check with ACHD to ensure the access off of McMillian will be allowed. - What is the "knuckle" shown at the bottom of the top right road loop? - Please ensure all of the open space is connected together by pathways. Wastewater Plan Review Notes Tyson Glock • Flow is committed • Need to provide sewer to property boundary of 2.25 acres that will remain. • No Permanent structures (trees, bushes, buildings, carports, trash receptacle walls, fences, infiltration trenches, light poles, etc.) can be built within the utility easement. • Ensure no sewer services cross infiltration trenches • Common Driveways with 4 or more lots need to have a private sewer line that will be the responsibility of the HOA. A manhole in the common driveway located at the property boundary is required with a lid that states "Private". Water Plan Review Notes Kyle Radek 12 inch main in N Grand Lake Way must continue through to McMillan. Water plan must be reviewed by Engineering. 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website:www.meridaincity.org 3 Ranch Subdivision Neighborhood Meeting Sign-in Sheet July 21, 2021- 6:00 p.m. Location: City Hall, Meeting Room A Print Name Address ig ature 1k �D lL�. a. DATE: July 9, 2021 TO: Neighbors FROM: Walsh Group, LLC. RE: James Ranch Subdivision SE Corner of Black Cat and McMillan Roads— Meridian, ID Dear Neighbor, You are invited to a neighborhood meeting to review a proposed subdivision development,James Ranch. Our anticipated development will be a single-family community with a 55+ age-restricted component located at the southeast corner of Black Cat and McMillan Roads in Meridian, Idaho. We are working on annexation, zoning and preliminary plat applications to the City of Meridian for the property.The project location is depicted on the enclosed vicinity map. This letter is notice of an opportunity to review and discuss the project as required by City Code; however,this is not a public hearing and public officials will not be present. The neighborhood meeting will be held on Wednesday, July 21, 2021 at 6:00 p.m., in Meeting Room A at Meridian City Hall, which is located at 33 East Broadway Avenue, Meridian, Idaho, 83642. � V C - n o9E L n �E Q5 o E t' r, u V N L O ro - v, a) m -04� 1e�@r N L O Gte� rn � 4' � O � v � Z O > ro L O 4.1 M a1 Ln E O v � OL fie _ cue .O V �oJ E A/0 x � Q Moir o N � 00 ~ Lr) PINNACLE LAND DEVELOPMENT LLC CORBELL ROBERT R II,CORBELL LANELLE T CORBELL ROBERT R II,CORBELL LA NELLE 7629 E PINNACLE PEAK RD #110 4520 W MCMILLAN RD 4520 W MCMILLAN RD SCOTTSDALE,AZ 85255-0000 MERIDIAN, ID 83646-5152 MERIDIAN, ID 83646-5152 WATTS MICHEAL A,WATTS RACHELLE A CLARK PATRICK E,CLARK TERI C THOMPSON EUGENE C&,THOMPSON 4376 W MCMILLAN RD 4343 W DAPHNE ST SHELIA D MERIDIAN, ID 83646-5152 MERIDIAN, ID 83646-5155 4203 W DAPHNE ST MERIDIAN, ID 83646-5155 OAKS HOA INC FERRARO KARRIE BRACKETT FAMILY LIVING TRUST, 3140 W BELLTOWER DR 4952 W LOS FLORES ST BRACKETT DOUGLAS KENT TRUSTEE MERIDIAN, ID 83646-0000 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TRUST,VARALLI TEEBKEN TRENT MICHAEL,TEEBKEN LEROY CHARLES&CINDY LIVING TRUST DONNA TRUSTEE RACHEL ANNE SEVILLA 01/23/2004, LEROY CHARLES A TRUSTEE 3880 W TORANA DR 3862 W TORANA DR 3844 W TORANA DR MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 BRIDGETOWER WEST HOMEOWNERS BIAS ROBERT WAYNE, BIAS HEIDI A MILLER NICHOLAS M, MILLER KAYLA R ASSOC LLC 3862 W BALDUCCI ST 3896 W BALDUCCI ST 289 SW 5TH AVE MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83642-0000 RODAS FAMILY TRUST 03/18/1998, BRAY SHARON LOUISE, BRAY NEIL LOUIS WILSON ELEANOR HUANG TRUST RODAS MICHAEL A TRUSTEE 3952 W BALDUCCI ST 03/30/1995,WILSON ELEANOR HUANG 3916 W BALDUCCI ST MERIDIAN, ID 83646-0000 TRUSTEE MERIDIAN, ID 83646-0000 4713 N BOLSENA AVE MERIDIAN, ID 83646-0000 PORTER JUSTIN DEAN, PORTER SARA STEWART PRESLEY ANN,STEWART SETHURAMAN BALAMURUGAN, KATHERINE ALEXANDER PRESCOTT RAJENDRAN RAMYA RAMACHANDRAN 4659 N BOLSENA AVE 4639 N BOLSENA AVE 3840 W VISO ST MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 COLLIVER DAVID J,COLLIVER DEBRA LYNN SHADE SHELBY WILLIAM,SHADE JENNIFER DOWELL MAKALIAH 3860 W VISO ST LYNN 3936 W VISO ST MERIDIAN, ID 83646-0000 3914 W VISO ST MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 GUERERRO YEN,GUERERRO ROBERT MURPHY DAVID F, MURPHY MIESA F LUMPKIN FAMILY TRUST 09/06/2017, JOSEPH 3911 W BALDUCCI ST LUMPKIN GREGSON MORRIS TRUSTEE 3933 W BALDUCCI ST MERIDIAN, ID 83646-0000 3873 W BALDUCCI ST MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 MARTINDALE AARON WHALEY LEWIS DAVID TIMOTHY,LEWIS JESSICA BROPHY HILARY T, BROPHY SEAN T 3917 W VISO ST LEANN 3886 W RAVENNA ST MERIDIAN, ID 83646-0000 3939 W VISO ST MERIDIAN, ID 83646-0000 MERIDIAN, ID 83646-0000 GARDNER HOMES IDAHO LLC ENDURANCE HOLDINGS LLC HEARTLAND TOWNHOMES PROPERTY 2078 W EVEREST DR 1977 E OVERLAND RD MANAGEMENT LLC MERIDIAN, ID 83646-0000 MERIDIAN, ID 83642-0000 9839 W CABLE CAR ST STE 101 BOISE, ID 83709-0000 ZUMWALT THOMAS H,ZUMWALT MOORE TERRY CITY OF MERIDIAN MARGARET 225 E FAIRVIEW AVE 33 E BROADWAY AVE 4850 N BLACK CAT RD MERIDIAN, ID 83642-1766 MERIDIAN, ID 83642-0000 MERIDIAN, ID 83646-5010 JAMES LARRY WALSH GROUP LLC QUENZER FARMS LP 2165 DIXIE CREEK RD PO BOX 1297 3680 N BLACK CAT RD CAMBRIDGE, ID 83610-5184 EAGLE, ID 83616-0000 MERIDIAN, ID 83646-0000 BRIGHTON DEVELOPMENT INC 2929 W NAVIGATOR DR STE 400 MERIDIAN, ID 83642-0000 km GERM31M September 21,2021 Project No.:21-048 Mr.Alan Tiefenbach City of Meridian Community Development Department 33 E. Broadway Ave.,Ste. 102 Meridian, ID 83642 RE: Jamestown Ranch Subdivision—Meridian,ID Annexation and Zoning,and Preliminary Plat Narrative Dear Mr.Tiefenbach: On behalf of Walsh Group, LLC. we are pleased to present the Jamestown Ranch Subdivision, a single-family residential community with an age-restricted component at the southeast corner of Black Cat and McMillan.The approximately 80-acre site is near existing and planned single-family residential subdivisions and commercial uses. CONCEPTLIA L,SUBIECTTO CHANGE lip 1 y.� I �R(1 flES1W[TFNlOES �SNRFfMKY W9 WR ®CPEN!PA(E 5725 North Discovery Way • Boise, Idaho 83713 • 208.639.6939• kmengllp.com Consistent with the City of Meridian's Comprehensive Plan,Jamestown Ranch proposes single-family residential housing styles including traditional detached and alley-loaded homes and an age-restricted component. Jamestown Ranch features enhanced walkability and pedestrian connectivity throughout and to surrounding subdivisions and services in the area and desired amenities for residents including two clubhouses, pickleball courts,and a pond. Applications for this project include annexation and zoning to the R-8 zoning district and a preliminary plat. We have held one neighborhood meeting, participated in various discussions with City staff and ACHD, and have researched adjacent projects and recent approvals. Approximately 5 neighbors attended the neighborhood meeting. Discussion centered on the number and density of homes, proposed amenities and open space, proposed access points to McMillan and Black Cat,other subdivisions being constructed in the area and the rate of growth of the area in general. Site Information The property is approximately 80 acres, is located at the southeast corner of McMillan and Black Cat Roads, and is currently zoned RUT(Rural-Urban Transition) in Ada County. Jamestown Ranch is compatible with existing and planned land uses surrounding the property. The property is bounded on the north by McMillan Road (an arterial roadway),the Daphne Square Subdivision (zoned R-15) and single-family homes in the County(zoned RUT);to the west by Black Cat Road(an arterial roadway)and Oakcreek Subdivision (zoned R-8);to the east by the Volterra Heights Subdivision (aka Bridgetower,zoned R-8); and to the south by the Quartet Subdivision (zoned R-8).Jamestown Ranch will connect with several stub streets provided by adjacent subdivisions to the east and south and will complete vehicular and pedestrian connectivity planned in the area. Meridian City Jamestown Ranch PAGE 12 R-8 :• FL-0 4i R-4 R-4 C-C R-15 4 `� R-15 C-G L III estown Ranch R-8 L - lam C-N R-4 _ R-8 _ Ir f� r• Comprehensive Plan Jamestown Ranch aligns with the intent of the Meridian Comprehensive Plan future land use designation of Medium Density Residential by providing a premier community at a gross density at the low end of the 3-8 target density range. As this community proposes to provide an age-restricted component as well as traditional, market-rate residential lots for various kinds of families,Objective 2.01.01 is fulfilled by offering housing options suitable for differing household sizes and lifestyle preferences. Goal 2.02.00 is supported throughout the community with the provision of various open space areas and amenities that will support varied lifestyle choices. Annexation and Zoning We propose to annex and zone the approximately 80-acre property to the R-8 (Medium-density residential) district to accommodate a mix of single-family detached homes including an alley-loaded product within the west part of the site and an age-restricted component within the east part of the site. An existing home adjacent to McMillan Road at the northeast part of the site is proposed to remain.The home's existing access point to McMillan will be eliminated and access to the home will be provided via an internal Meridian City Jamestown Ranch PAGE 13 connection within the subdivision.The property has been included within the preliminary plat and will connect to City services along with the Jamestown Ranch Subdivision upon annexation. Although the R-8 zoning district is requested for the entire project,the differing housing products proposed will support Goal2.01.00 in the Comprehensive plan by avoiding the concentration of one housing type in the area. This community will provide the opportunity for residents to age in place as they transition from standard single- family residential lots to smaller footprints with less ground to maintain in the age-restricted portion. Preliminary Plat Application The Jamestown Ranch preliminary plat encompasses approximately 80.30 acres and consists of 294 single- family detached residential lots, 25 common open space lots, and 15 common access lots totaling 334 lots overall.The age-restricted component of the project will consist of 65 buildable lots,whereas the market-driven, standard single-family lots will consist of 229 buildable lots. Residential lot sizes range from approximately 4,952 square feet to 10,500 square feet to provide a variety of housing types within the development,consistent with the comprehensive plan.The average lot size,excluding the existing home, is approximately 7,064 square feet. The existing home will remain on an approximately 76,888 square foot,or 1.77 acre lot. In alignment with the Comprehensive Plan FLUM designation, the gross density of Jamestown Ranch is 3.66 du/acre. -- -.., f. -..• 0 o Q • „n a Oao:3O ,© O - I7-, ,O ry b� 000QOD0 r, p O— a _ a V oaran¢aurvry iw 3. , ° Oto i E O O ON s ohs e� O O =3 — — — 6 ffi O O s L© G1 Q O 0 0 =,3L1 ( L -- V {� 9M•4666•E P66S.fix' U[A%¢M — e = — -.' - The Creason Lateral is located along the northwest frontage of the property adjacent to McMillan and bisects the site, traveling to the southeast and through the Quartet Subdivision. The Lemp Canal adjoins with the Creason Lateral along the property's frontage adjacent to McMillan and continues to travel south along Black Cat Road.Both laterals will be piped to ensure safe and efficient crossing and to facilitate easy maintenance for the irrigation district.Coordination will be ongoing with the irrigation districts managing the waterways to meet their requirements. Meridian City Jamestown Ranch PAGE 14 Access and Connectivity The primary entrance road for the subdivision will be Grand Lakes Way, a collector roadway that will connect with the Quartet Subdivision to the south.The alignment and design of Grand Lakes Way has been coordinated with and approved by ACHD at its current location. A second access point to Black Cat Road will align with an access point to the Oakcreek Subdivision to the west. Three stub streets will be connected from adjacent subdivisions:two to the south and one to the east. Grand Lakes Way will connect with the collector proposed through the Quartet Subdivision while Sunny Side will connect through the center of the subdivision.Viso Street will be connected from the east to connect with Wheel Horse Street. Jamestown Ranch will include pavers instead of standard pavement on all roadways throughout the community. Pavers will not only help to alleviate some of the challenges associated with the high groundwater present in the area but will foster an exclusive and high-quality charm for future residents. Local streets are proposed throughout the subdivision and will be improved to the City of Meridian and ACHD's standards. Jamestown Ranch will connect existing neighborhoods with planned transit corridors and will aid in increasing the safety and efficiency of pedestrian and vehicular traffic in the area.The project includes multiple pedestrian connections and pathways within the community to enhance walkability for residents.The City's 10-foot multi- use pathway will be constructed along the project's frontage on McMillan Road and will continue through the subdivision adjacent to Grand Lakes Way.Jamestown Ranch offers the opportunity to connect adjacent existing neighborhoods to the east and west with pedestrian walkways and will connect north and south to planned and currently developing subdivisions. Pedestrian connections will enhance walkability in the entire area and will contribute toward fulfilling Meridian Comprehensive Plan Objective 2.02.01 by enhancing the quality and connectivity of residential planning in the area by linking subdivisions together and promoting neighborhood connectivity. A traffic impact study (TIS) has been submitted to Ada County Highway District(ACHD) and is currently under their review. Services In accord with City Code,Jamestown Ranch will utilize City services upon annexation.Water and sewer will be extended from McMillan south via the proposed main entrance to the development. We will coordinate with the public works department to ensure that adequate public facilities are available to accommodate future development of the property. The property is within walking distance to the area's commercial center, including a Walmart, various restaurants, a hair and nail salon, a future convenience store, a preschool, a bank, and professional offices, among other uses.The future Owyhee High School is located a little over a mile and a half to the west,Ponderosa Elementary School is about a mile to the south,and Sawtooth Middle School is under 2 miles to the east. Recently,the Meridian City Council adopted the 2022 Fiscal Year proposed budget,which included funds forthe construction of Fire Station No. 8 to serve northwest Meridian.The fire station will be built near Owyhee High School and will provide another point in which emergency services will be sourced for the area. Exact timing of the design and construction of the fire station is to be determined, but should coincide with the proposed construction timeline of Jamestown Ranch. Currently, Fire Station No. 2 is approximately 1.5 miles to the southeast off Ten Mile between Ustick and Cherry Lane.With two potential fire stations available to serve the area,the Jamestown Ranch subdivision will be appropriately situated,should emergency services be required. Meridian City Jamestown Ranch PAGE 15 Project Phasing Jamestown Ranch is proposed to be constructed in 2 phases,as depicted on the enclosed phasing exhibit.The first phase will include the construction of a portion of the market-rate standard residential lots and the entirety of the age-restricted lots, an open space lot within the age restricted portion including clubhouse, pool and pickleball court,a market-rate open space lot including clubhouse,pool and play area,access points to McMillan and Black Cat Road, and a portion of Grand Lakes Way. The second phase will connect Grand Lakes Way and another stub street to the Quartet Subdivision to the south,will connect a stub street to Bridgetower Subdivision to the East, and will include the remaining market-rate standard residential lots. Development will be market- driven, however,we anticipate construction to commence in 2022 and to be completed in 2024. Community Integration As mentioned,Jamestown Ranch will include an age-restricted housing style and community at the northeast part of the site and market-rate standard residential lots for the remainder of the community. The age-restricted portion of the community has been designed to cater to a smaller house footprint with communal open space and a loop road to facilitate walkability and a pedestrian scale.This part of the community includes five alley-loaded homes that will front on greenspace. We have opted to develop the age-restricted portion of the community without a gate to integrate this area with the Jamestown Ranch community and to ensure easy access for residents and visitors. The market-rate standard residential lots vary in size and style throughout the remainder of the development.The majority of the standard residential lots are located on the west or south side of Grand Lakes Way,which creates a natural buffer between the age-restricted community and the standard lots without any physical barriers.This will allow both sections to interact with one another while maintaining an individual sense of place. Lots within Jamestown Ranch have been designed to complement and transition well to abutting homes in adjacent neighborhoods to ensure a cohesive community overall. As mentioned, connectivity will be continued through the subdivision with the completion of transportation networks and pedestrian pathways. Jamestown Ranch will be an asset to northwest Meridian by completing this undeveloped section with a consistent product type and neighborhood that will meld well with existing homes. Landscaping,Open Space and Amenities Overall,Jamestown Ranch contains 11.63 acres, or 14.5%, of qualified open space as shown on the attached open space exhibit. Each of the proposed areas within the development are detailed in our open space exhibit to demonstrate compliance with City Code. Two central park areas have been included as focal point gathering places for residents within the age-restricted part of the community and the standard residential lots.Both open space lots will include a pool,clubhouse and seating areas; the age-restricted open space area will include a pickle ball court. Pedestrian walkways are included within the central open spaces and throughout the development to allow for interconnectivity and easy access to amenities.Several pocket parks are included throughout the development in different phases to provide a variety of places for residents to recreate and gather.All common space will be owned and maintained by the homeowners'association. Meridian City Jamestown Ranch PAGE 16 COD Ego Mimi As r q 9 r 6. Wit_ �it The Walsh Group will be designing and building homes in the age-restricted portion of Jamestown Ranch.The Walsh Group's flagship 55+active adult subdivision,the Village Bungalows,is located in Meridian,with 74 single- family homes on a 12-acre site. Luxury homes are mostly single-level craftsman style homes with front porches, extra wide hallways,9-10 foot ceilings,roll-in showers,fireplaces and a butler's pantry.The community features a clubhouse with a full kitchen,fitness center and yoga room,a central park and walking paths.The Walsh Group designed this neighborhood with community connection in mind and a focus on maintenance-free lifestyle with all yard, snow removal and sprinkler maintenance covered by HOA. Below are exterior renderings of single- family homes that have been constructed in other communities The Walsh Group has completed. i IN mil: 4 Conclusion We believe that the proposed zoning and preliminary plat as conditioned,will complement surrounding uses,fulfill the intent of the Comprehensive Plan, and provide a unique combination of housing opportunities in northwest Meridian. We appreciate the time you and other staff members have spent to help us understand the steps needed to accomplish this project. Should you have questions or require further information in order to process these applications, please feel free to contact me. Sincerely, KM Engineering,LLP %4"�'."` 4r� Stephanie Hopkins Land Planning Manager cc: Walsh Group, LLC. Meridian City Jamestown Ranch PAGE 18 AFFIDAVIT OF LEGAL INTEREST STATE OF EDAHO COUNTY OF ADA 1 r ' (name) (address) E (city) (state) being first duly sworn upon,oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: px 12a7 f:FA6Qz-. ro 3-aC (name) (address) to submit the accompanying application(s)pertaining to that property. 2. 1 agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of -- _ .20 V v (Signature) �� SUBSCRIBED AND SWORN to Before me the day and year first above written. MATTHEW FALCOhI;4 � (Notary Public for Idabo) - COMMISSION#2018'1967 NOTA.'i`�PUBLIC Residing at: STATE OF IDAHO g MY COMMISSION EXPIRES 10104,2024 My Commission Expires:_ b A)``r a �T 33 E.Broadway Avenue,Suite 102 ■ Meridian,Idaho 83642 Phone: (208)887-2211 9 Facsimile: (208)887-1297 • Website:www.meridiancity.org AFFIDAVIT OF LEGAL INTEREST STATE OF H3AHO } ) COUNTY OF ADA } I, Rory Walsh PO Box 1297 (name) (address) Eagle Idaho (city) (state) being first duly sworn upon,oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: KM Engineering, LLP. 5725 North DiscoverV Way, Boise, Idaho 83713 (name) (address) to submit the accompanying application(s)pertaining to that property, 2. 1 agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permissiCdi ent the subject property for the purpose of site inspectiopplicat n(s). Dated this ,24 1 1 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above ritten. EMATTHEW SWARTZ lic for Ida o) SION#20201205ARY PUBLICE OF 1DAHO ResidingCIV ExP1RES:02412426 My Commission Expires: {Rev 05129120} W•Riva Caen W McMil+an Rd W McMillan Rtl W McMillan Rd meral ; T4 _ LempCanal -- _ Lemp Canal I er„ W l or Flares Sf SLY Ast-nle.St x Co. N Twana Dr nl �c m Nil vc 1 11 mm k. I ► � N r Gouyle �� = �`_ L : _ r_— .. - i[A LLgon,U-S_Geological 5mrvey,USDA Farm Service Age^cy km E N G I N E E R I N G September 17,2021 Project No.21-048 Jamestown Ranch Subdivision Exhibit A City of Meridian Annexation Legal Description A parcel of land being all of the North 1/2 of the Northwest 1/4 of Section 34,Township 4 North, Range 1 West, Boise Meridian,Ada County, Idaho, and being more particularly described as follows: BEGINNING at a found brass cap marking the Northwest corner of said Section 34,thence following the northerly line of said Northwest 1/4,589035'51"E a distance of 2,653.92 feet to a found aluminum cap marking the North 1/4 corner of said Section 34; Thence leaving said northerly line and following the easterly line of said Northwest 1/4, S00°43'47"W a distance of 1,323.32 feet to the Center North 1/16 corner of said Section 34; Thence leaving said easterly line and following the southerly line of said North 1/2 of the Northwest 1/4, N89°26'06"W a distance of 2,647.62 feet to the North 1/16 corner of Section 33 and said Section 34; Thence leaving said southerly line and following the westerly line of said Northwest 1/4, N00°27'24"E a distance of 1,315.80 feet to the POINT OF BEGINNING. Said parcel contains 80.299 acres,more or less,and is subject to all existing easements and/or rights-of-way of record or implied. Attached hereto is Exhibit B and by this reference is hereby made a part hereof. ONp,L LANs E N SeO G�`c 16662 �9 OF \'11 (� Y KF- 5725 North Discovery Way • Boise, Idaho 83713 + 208.639.6939 • kmengllp.corn m:—bCAD\SURVE7X» ,we ANNEXATION LEGAL EXH,BIT 9.z.»_*BILL_sKmm=t DWG oPDF.PC3,a5XIl.ge c w J O 2 § a N. Black Ea! Rd. O 3 c NOS 27'24'E 1315.80' u q & # « §j/ ok/ \� \C\ O k0 �/$ O ® 0 2Gg \ O so m z a2 \z z o2 > m § o � a �2 ^ Pep e 7 $ co \ LIT ��s % a@ » < 0� T'l k m \� e N o 0 �a \% ƒ � 14 qf� @ � g w n � w z 00 _ / k z � ® o $ \ 0 m g 2 � / / \ \ | m n I / \ 0K I g SOO`43'47"W 132-3.32 � -u ! --lL I \ \ \ \ \ § / a / /_ \ ƒ f z z \ \ 0 0 / m / z \ / � \ K � q } s ) EXHIBIT R Q2 2 )_ JAMESTOWN RANCH SUBDIVISION _ O }\§[ � k � §\ � AL OF THE NORTH 1/2 OF THE NORT HWEST 4 OF SECTION 34, TOWNSHIP 4 NORTH, RANGE I WEST, BOISE MERIDIAN, ADACOUNTY, IDAHO ` n / [ li 2653.92 s89°35'51"e w 3 o N ti N M l+'i M 4 o M CD O u C O n89°2606"w 2647.62 Title: Date: 09-17-2021 Scale: 1 inch= 500 feet File: Tract 1: 80.299 Acres: 3497830 Sq Feet:Closure—sI6.0928e 0.01 Feet: Precision—1/756809: Perimeter=7941 Feet 00I=s89.3551e 2653.92 003—n89.2606w 2647.62 002= 00.4347w 1323.32 004=n00.2724e 1315.80 Stephanie Hopkins From: Sub Name Mail <subnamemail@adacounty.id.gov> Sent: Wednesday,July 28, 2021 9:23 AM To: Stephanie Hopkins Cc: Kelly Kehrer Subject: RE:Jamestown Ranch Subdivision Name Reservation July 28, 2021 Kelly Kehrer, KM Engineering Stephanie Hopkins, KM Engineering RE: Subdivision Name Reservation: JAMESTOWN RANCH SUBDIVISION At your request, I will reserve the name Jamestown Ranch Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client,the jurisdiction or the conditions of approval have not been met, in which case the name can be re-used by someone else. Sincerely, 'u Glen Smallwood - Surveying Technician Ada County Development Services 200 W. Front St., Boise, ID 83702 (208)287-7926 office (208)287-7909 fox From: Stephanie Hopkins<shopkins@kmengllp.com> Sent:Tuesday,July 27, 2021 3:37 PM To: Sub Name Mail <subnamemail@adacounty.id.gov> Subject: [EXTERNAL] Single-family residential subdivision in Meridian -Jamestown Ranch CAUTION:This email originated from outside Ada County email servers. Do not click on links or open attachments unless you recognize the sender and know the content is safe.Verify the sender by mouse-hovering over their display name in order to see the sender's full email address and confirm it is not suspicious. If you are unsure an email is safe, please report the email by using the Thish Alert' button in Outlook. Good afternoon, Can we please reserve the name "Jamestown Ranch"for a single-family residential subdivision we're working on at the SE corner of Black Cat and McMillan Roads in Meridian? • The parcel numbers of all of the parcels to be included in the Subdivision -SO434212960, SO434212965, SO434212920&SO434212915 1 • The name and contact information for the Owner—Walsh Group, LLC., PO Box 1297, Eagle, Idaho 83616 • The name and contact information for the Developer-Walsh Group, LLC., PO Box 1297, Eagle, Idaho 83616 • The name of the Professional Land Surveyor and firm that will be in responsible charge of the plat- KM Engineering, 208-639-6939; Kelly Kehrer Please let me know if you have any questions/comments, or need additional information. Thanks, Stephanie Hopkins Land Planning Manager KM ENGINEERING Mmengllp.coml 5725 North Discovery Way I Boise,ID 83713 Isoo.all 208.639.6939 2 Stephanie Hopkins From: Paige Bankhead <pbankhead@achdidaho.org> Sent: Tuesday, August 31, 2021 8:42 AM To: Chhang Ream; Regan Hansen Cc: Sarah Arjona; Stephanie Hopkins Subject: RE:Jamestown Ranch Subdivision - TIS Submittal Hi Chhang, Thank you.The file number for this MPP21-0019. Current review times for a first review is about 4 weeks. Please copy Mindy Wallace on future study submittals, she will be helping with the intake process. Kind Regards, Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 AC HIL2 From: Chhang Ream <chhream@gmail.com> Sent: Monday,August 30, 2021 12:16 PM To: Paige Bankhead <pbankhead@achdidaho.org>; Regan Hansen <Regan.Hansen@itd.idaho.gov> Cc:Sarah Arjona <Sarah.Arjona@itd.idaho.gov>; Stephanie Hopkins<shopkins@kmengllp.com> Subject:Jamestown Ranch Subdivision -TIS Submittal CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Paige and Regan, We are submitting the TIS for the referenced project for your review. Please find attached the TIS report. Please let me know if you have any questions. Thank you, i Chhang 2 DA,GOQN'tYREGtO DER'Phd McGrane., i 2 1-'a ,1 3bJSE:1DAH0, Pgs=2 Kl�ISTINA tC1Wr�Y Q2/ /2023 09:19 M . :WESTBERG:&COLU CTC): I l I I IIII I 111 JII II ?,> � ;QQ939222fl2#4D0293r44b(6UDr^, THIS TI2IIT ICIt}:C1 IIT SIT I"ICE tI�id ttllS; {3 4�t' Z �l :bet e'ri L:r Y. 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J eel 11 i st 2 '0'\ , ai:a; r sult L:,' J s tits s4 t4> etc ; ii an,,, t4 istr ti 0 :tList vv fild n the abov xo e cl ii h, e tz`0 ` f Feb 0 1. p 3' \ ' ICE ,6n i iv the Qt L� `` G\J ' d rrtmie ICI. es,T st dit 4 a�i� N.Jairies and,LAVA e :J ai6es I a 'ily:T st dated arrri 31:,200 is tsr to ri t ` ri tli real r4 eLty escr bel - n%`Iad dzstribrat d tri L J e as= i' s0i 4i s rate rc' `er p p l tdget r vtth tl e Anc rne, i`rrglu irig t rd ts;issraes ca is t r rom, urs4ant,t th t s,tif tli T st-0 T I I2E O IT I I,the rai tcir free�valf$ab scam d r�trc� fir tie p. cite bf str , ,utin eeitdlrr refit property fr 'T 'st e� the im' mie N es and UV6 J es Ii` ily:T,, st daied J iu 31, 0 '7 do,'es by lies& r seat h 6y distd te, r t; atii 77 sII, eerey � rl utitei{ar ' tee as his stile; d see alb rcpet ty ttsthr wiry.lhe iiedrre,` ;. irl iddin ,the rents, i Sues grid pl ci is t et ra ;; as hid sere ' d,sep ate property, to is heifs,, ' a cl ssrgris faro;a1I a�F=that e tain arse ,of 4i,s tgzat , yen et b i'rr ire tlid c ty f da; State' fI egg as m6rep, ieii 1y,de§tHhed I` dil iitg at the se�trt n co er e'pip mom to Seciibn 7 3 i�4t;34q f N , id dirt rrrg the hint-df Lie r ih liea e; �steil' alt�ri th :sec i ri ilrie e> mare 0 ecti6'r s 2�7 d 3 I�: 2 r E' 19,93�94\feet tb a Point cart s�(d`se4 tion lime; encc,leaving said seetiori here S. 0 °1{)°22°` : 3 5`01`# t:o ps irtt Thence °2 ' 2"1 4 0 � t a crag a ii� a1,10 6 he seetac�ra Brie €sp tee ; e6titrrrs 2 d,: t4 ' 4ira can 1� = rri <se6tis�rz liste f eetacari 3 '; T h�rx arzg the t�I- :rind®stitri 1zra ': °1: "22`@ n 4 4 t tc the = 111t ,"Come o sr,; iv&\Jatnes350 21\Trustee"sDeed2:322220 'Thence S. 89°39'16" W. 2647.81 feet along the I/16th l ine to the N. I/16th corner, Thence N. 00°26'19" W. 1315.79 feet along the section line common to Sections 33 and.34 to the Point-of Beginning; Containing 74.9190 acres, more or less. SUBJECT. HOWEVER, to all taxes and assessments for the current year and thereafter,and all easements,rights-of-way,covenants,restrictions and reservations, apparent or of record_ TOGETHER withal)and singular the tenements,hereditaments,and appurtenances thereunto belonging or in anywise appertaining,the reversion and reversions,remainder and remainders as his sole and separate property together with the income, including the rents, issues and profits thereof as his sole and separate property. TO HAVE AND TO HOLD,all and singular the premises,together with the appurtenances, unto Grantee as his sole and separate property together with the income including the rents, issues and profits thereof as his sole and separate property, and to his heirs and assigns forever. IN WITNESS WHEREOF, Grantor has executed this Deed the day and year first above written. V/ Larry Jariks, T stee of Trust A of The Jimmie N. lames and Laverne G. James Family Trust dated January 31, 2007 STATE OF IDAHO } :County of ` �U1 On this day of V 021,before me, the undersigned Notary Public in and for the State of Idaho, personally appeared LARRY JAMES, known or identified to me to be the person whose name is subscribed to the within instrument as Trustee of Trust A of The Jimmie N.lames and.LaVerne G..James Family Trust dated January 31,2007,and acknowledged to me that he executed this instrument as the Trustee. 1N WITNESS WHEREOF, I have hereunto set my hand and.affixed my official seal,the day and year in this certificate first above written. .: E7ElSTllilNpALL 1 A— 4 [" r. Notary Public-State of Idaho Notary Public for State of Idaho Commission Number 39727 1 my CorT�missian Expires Feb 25, 2Q22 Restdtng at: —.. My Commission Expires: . . . . TRUSTEE'S i]LI;D OF U.1S'l-RIBUT1ON -2 �vei[:1Jam;:sl.5{)72I1"]rustee'sfJeecl2.12222t] . . AI�A'COUNTY';REGORDEf2 RhII fVICGfane. BOISE 0AHO ` g',=3 KRISTINA LOWRY. 2 i22120 '-{39.9 9, I�f . W.E5TB.,ERG.&COLLfNS GTC3 :: } $ 1 AMb NT$�5.00 0093992320210D28100301 THIS 3`UST gFtD OF D�t T'RIBU',10N 2 2J b t d Lt�t2I2 JAI E ; sok T stela�fT'rit t f hp Jilriirzie 11: es L aV, CJ. J , es 13 ?st ate ;J,; �a �y�1 . 0 7 ct � �' J�1�I ; ��ale �mist ��; st cif� � ; 1t .J ` J : <es ' d La 6 Jam s E ra iy trzst, t� a i; 2Q�11' ct t cti� ' _ y_. r rzt sr'g�, d L I2I J 11 an:U �ri��ri�d r�ar�as�iis sale c�se��tt p��perty CIr to '.s.ad r&ss is 1 5 L?l r lz 12da ; rid �, Lj 3 J IFI REA T, st A of The J rri iq Ida �� c� I�V�rii� T �s'J i1 T z Y . J ri ry 31 20(9 T(" st' ' ; d'�I i tr�tiori cif Rrta�st Icsvember.1'7,2016,,ire the l istri�t C,,bUrt; of tb o rtli icia1 €district o�the, t of Idaho, Sri for C i ty cif. � J� c, a s ' d I d o J s l rest aitect T ri a ry 3' , 07 (`,t st ") 77,77, I2� lstr t to d st 10 � bar 17,: ;16; rfl thy' st t c��zr 6J;th F'ou Jud 'ial' r i�t 'ct tit th& St te,6f'Idah6s ih` d fdr-thd; o ty of Ado; Cdse N6., J-I 2169 ' we tthlts ircl dI .the rir ? rust L AVe, L3. 3' s died' to r 30;2 t4.`Her erti 'dte; f13cath re s�tde as rasamem, cs: ` 2015-t1 2 23 rdedr s of da c ,Id ?d ti the death of'L,aV,6rr CJ:':T ''es;''Lam d ' e a d- rs e with \Jimmie : J s "Jim", � I. J es diedAugust: 0 aid a �. rest lt�L 3artld is thd'st Tr 1 id. e d ct Registrdtio s o ��' sts \and B were filed Sri eclaf ,o,v pr6eecli� s i tli 17 ,day cif b g 21. E Erb �-®rt the cl t s cif L .� e J s died Ji io 1 . 'os, both,`artist' TM st , e tt�t6,r r hate d he fe l rcip rt d'' b'd bQ dWr is t6 be distributed tc�L J es�s his sold and sip a-te pro rty to ether with,the i ti ;' :ire l d n the r rzts�`assd d ?� 1 ; 1?. therrorr, prs%%zt t thtrrri;s df e �lritt: 1 ; IdE� FORE,; t E SET' ,the Gr i�tc�r for v lir bl Ozlsiderat c �' ri for the purpds e� distribvtpi Bert r r d1 p `party fro 'T ;fit�. d z : s d e y th e reseats distrgbtit , r I, 1?a iri;sill,`e v „ rt eotifi n4o fir, fat as'his spl ;sip ate p dper�tty toge*d Frith the icdixre, h It-d d t uts, issia s \ is is ther�f`fo his sole d��s�;laar`at 77 property ,, d b hl Heirs d�s,sr ris fo ver� a_,'trI that<c&rt�in �l 0 d, sit atc lytri ,. 7 66irt is th"Q a,i ty of Ada; Stet cif ld s, as;i csr art d I d ergb d,b hd o 7 dire p r l �� hcs ors 1 e tsrd.rif iiry o; S ,i dco s d f tic Ada y urrtZea der,; eels tul IasaP rrrd p idlryer s callous ,erteing ,4 a p '5l '� iri the c�ri clta er ci erect, rritlrr to \ 'dCor` \` .ad R' ., , ai , dctrdi ttea se pnte-: tp 7 0'3 ` ? 54: 9;feltmthe siotecrcci ,tic I�t ; &,3�'3rz T4 11 sand pint elrt h cri ni O � i i in wdc\James3.50721\Trustee'slleed 1.12 t 520 LN Thence westerly along the north line of the NW/4of said Section 34 S 9Q29'42 660.01 f6et to a point marked by a 1/2" capped rebar, said point beariqg,NS.9029'42" E 199a.94 feet from the northwest corner of said Section 34, .......... Thence leaving said north section line S 00*10'22" E,parallel to the N-S mid-se-ctio6- line of said Section 34. 355.01 ,feet to a point unmarked due to agricultural activity,.; .- Thence parallel to said north section I ine N 89'2 9'42 E 660.01 feet to a point on,the--"- N-S section line of said Section 34,said point unmarked due to agricultural acti Thence N OO'l 0'22 W 355.01 feet along said N-S mid-section line to the Point of Beginnin ME -ling acres, more or ontall less ` Q, ll SUBJECT, HOWEVER, to all taxes and assessments for the current year and--,", mgm thereaf ter,an all leasemeMn t%,T)ghts-of4ay,covenants,restriaions and reseMry a ons apparent or ofrecord w ftl 1 H�r 11 TOGETHER with all and singular the tenements,hereditarrients,and appurtenances thereunto R: belongin g or in anywise appertaining,the reversion and reversions,remainder and remainders as his sole and separate property together with the income, including the rents, issues and profits thereof 1 Z as his sole and separate property.�, H M-0_002,0*00 TO HAVE AND TO HOLD all and singular the premises, together with.the appurtenances':,"' unto Grantee as his sole and separate property together with the incgme including the rents, issues Z.. and profits thereof as his sole and separate property, and to his heirs and assigns forever. .... ..... IN WITNESS..... HEREOF Grantor has executed this Deed the day and year first above w"ATI 171. A-1 VAN L M=Pkl` stee of Trust A of Larry J The Jimmie N. James and LaVerne G. James !p, family Trust dated January 3 1 2007 max. r ........... 1............. --sp Larry Jame OiA ee of Trust B of Me Jimmie N. James and LaVerrie G. Jarnes.�, January 31 Family Trust dated Janu 2007:...: H, aMM Ji M g. M M n.- 70: g= ggngpm MIM M- 111 M, M-M—M A--M-0-MR IM-Meff-IM MHEKORM— g_ G_ _M= haw�xaa Effi 21�__UM M SRI WIN 5M. fifi M.- TRUSTEE'S DEED OF DISTRIBUTION ME M F-11 IM5- -2 _2 .—MOMME ............. Ez= M:0 - --- ------------- WdC1jRMC,,,J_5()72 I Vlrustc�,'�Deed I -- ----- s r C3F IDAl 0 } s's dU, t ( r1 this day, :_ t bf�r drs� id tt it 7rt an for the Stag�sa td�h i; s i�i 11 e " L,k R\Y J '\,knc or i i ant ��d t�: .�,to 6 \ . p rsdri hs s is sti s ri d t t e thin r� tri rr ttt ,Tf st ; s T I� J z t i ITT:J r,es �.0 :J `° , s;F ' ily T st ate d J ti 6 7, cl a l c „ a�i tca ; that; e t this thAnst m t as ;I hst III l' SS' I-I,Et2 0F,I have er tintc�set, y d f � ` y'ta'F eia � ;t ie day' dncl`e'a' iri s ceffificat ;fi st abovl ritt ri r t?USTi ira n � � �t ry l �zbli. t t f Idah6 i otar�r.Pubtrc f to cif d hoor, C�zrrim€ fl 'sign Nrtrnber;34727 91 IS1d121 'st:` f4yarrrnisslc�n.ExpirS.Feti Z5;20x , s ti i J§§i arr Expires17 ;' STATE OF ID) f3, uty of 0ii this' d y cif, d fir tl e� to Jd h��;per'§ i pp ��d.I �I ' I h S noyvtt r BdoTAified"t6v.me t6:b ' the person hos :t7 the�v th t rtstrarz r t S frost e,,6f Thist,13,017 The 3l r N ::I es, l�,4Ve' ,e o J es F I 'rust dated T u 3 t q grid d to zii that h d �ltdd tis;iristlrt«ts the d see,,, IN, ,I ESS HEREOF ,h v he e6 ito set rby I O � t�� y�sJ �t�1 s�a1, ?e a3y and : are this� nJIlq t� first a o it rl N dt y�Piibli'c St t =caf:IC3 i ' ' �trzta€Y F�ubtic=Stat��i�ldatis�.,,:, J @esrtsfi5�r 323,__ sddlTl 'at::, Comrnisg ctr._, Ply�rirrn4ssia�:1 xpires nib 2*a,.2 22. �! 1Y31TId5s i�: pnr6�s: , d WdelJamesJ.50721\Trustee'sDeeS] 121520`. Warranty deed For value received. Larry James,an unmarried man the grantor, does hereby grant, bargain, sell; and convey unto Walsh Group LLC,a Nevada Limited Liability Company ,whose current address is PC Box 1297 Eagle. Idaho 83616. the grantee, the following described premises, in Ada County. Idaho, to wit: A parcel of lard situated in a portion of the Northeast 114 of the Northwest 114 of Section 34, Township4 North, Range 1 West, Boise Meridian. Ada County, Idaho, and being more particularly described as fo]lows Commencing at a found aluminum cap marking the North 1/4 corner of said Section 34, which bears S89°35'51"E a distance of 2,653.92 feet from a found brass cap marking the Northwest corner of said Section 34, Thence following the northerly line of said Northeast 1/4 of the Northwest 1/4. N89"35'51"W a distance of 355.53 feet to the POINT OF BEGINNING. Thence leaving said northerly line. SOO'43'47"VV a distance of 306.30 feet;Thence N89°35'51"VV a distance of 547.52 feet; Thence N00°43'47E a distance of 306.30 feet to the northerly line of said Northeast 114 of the Northwest 1/4: Thence following said northerly line,S89'35'51"E a distance of 547.52 feet to the POINT OF BEGINNING. Said parcel contains 3.850 acres,more or less.and is subject to all existing easements and/or rights-of-way of record or implied. To have and to hold the said premises,with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee: and sub ect to all existing patent reservations,easements, right(s) of way,protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes theplural. Remainder of page intentionally left blank. Warranty Deed-Page 1 of 2 Dated: April , 2021 Larry James Larry James State of ID,County of ADA,ss. Cn this day of April,2021,before me,the undersigned, a Notary Public in and for said State,personally appeared Larry James, known or identified to me to be the person that executed the within instrument and acknowledged to me that he executed the same. IN WITTNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first writte n. Notary Public for Idaho Residing in: My Commission Expires: Warranty deed-Page 2 of 2 544316-3 ADA COUNTY RECORDER Phil McGrane 2021-090343 A Mer ji1 BOISE IDAHO Pgs=2 CHE FOWLER 06/10/2021 04:04 PM ALLIANCE TITLE-BOISE PRODUCTION CENTER $15.00 ffi t I e WARRANTY DEED Order No.: 470908AM FOR VALUE RECEIVED Larry James, an unmarried man the grantor(s), do(es) hereby grant, bargain, sell and convey unto Walsh Group, LLC, a Limited Liability Company whose current address is: PO Box 1297 Eagle, 1D 83616 the grantee(s), the following described premises, in Ada County, Idaho, TO WIT: A parcel of land situated in a portion of the Northeast Quarter of the Northwest Quarter of Section 34,Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at a found aluminum cap marking the North Quarter corner of said Section 34, which bears south 89°35'51" East a distance of 2,653.92 feet from a found brass cap marking the Northwest corner of said Section 34, thence following the northerly line of said Northeast Quarter of the Northwest Quarter, North 89°35'51" West a Distance of 903.05 feet to the Point of Beginning. Thence leaving said northerly line, South 00°43'47" West a distance of 306.30 feet; Thence North 89°35'51" West a Distance of 150.60 feet; Thence North 00°43'47" East a distance of 306.30 feet to the northerly line of said Northeast Quarter of the Northwest Quarter; Thence following said northerly line, South 89°35'51" East a distance of 150.60 feet to the Point of Beginning. Said parcel is subject to all existing easements and/or rights-of-way of record or implied. PURSUANT TO AN IRC 1031 TAX DEFERRED EXCHANGE ON BEHALF OF GRANTOR/GRANTEE. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that (s)he is/are the owner(s) in fee simple of said premises; that they are free from all encumbrances Except: Current Year Taxes, conditions, covenants, restrictions, reservations, easements, rights and rights of way, apparent or of record. And that (s)he will warrant and defend the same from all lawful claims whatsoever. Dated: June 2021 l k � Lary Ja s State of Idaho } ss County of Washington} On this_ l0 day of June, 2021, before me, Nancy I. Lazaro a Notary Public in and for said state, personally appeared Lrry James, known or identified to me to be the person(s) whose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/ executed same. IN WITNSS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certif caste first above writte ry PubIic for the S te" f I a o Residing at: Weiser, ID` Commission Expires: 10/9/2025 A � % / U ��max ��aenO ADA COUNTY RECORDER Phil McGrane 2021-114559 BOISE IDAHO Pgs=3 HEATHER LUTHER 07/30/2021 04:40 PM AMERITITLE-WEISER $15.00 Warranty Deed j Am,` Offitle WARRANTY DEED Order No.: 484625AM FOR VALUE RECEIVED Larry James,an unmarried man I the grantoe(s), do(es)hereby grant,bargain, sell and convey unto I Walsh Group, LLC an Idaho Limited Liability Company whose current address is: PO Box 1207 Eagle,ID 83616 I the grantee(s),the following described premises, in Ada County,Idaho, TO WIT: i See Attached Exhibit"A" PURSUANT TO AN IRC 1031 TAX DEFERRED EXCHANGE ON BEHALF OF GRANTOR/GRANTEE. I I TO HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that(s)he is/are the owner(s)in fee simple of said premises; that they are free from all encumbrances Except: Current Year Taxes, conditions, covenants, restrictions,reservations, easements, rights and rights of way,apparent or of record. And that(s)he will warrant and defend the same from all lawful claims whatsoever. Warranty Deed Dated: July 14-1 2021 'L4,6, Larry Ja s 1,� State of ss County ofq 1 - On this ZZ day of 2021, before me, �rh�c>�WVI 1tQL(/ a Notary Public in and for said state, personally appeared Larry James, known or identified to me to be the person(s)whose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/she/they executed same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. I I otary Public for the State of Idaho Residing at: Weiser,ID Commission Expires: l "%NN �WHITT .,� 10/p `�T��i� C� °;S p(IBLIC� r� �•,�i'9TF OF,OQ'�O`�� i i li I I 1 I EXHIBIT "A" I 48462SAM A parcel of land situated in a portion of the North 1/2 of the.Northwest 1/4 of Section 34,Township 4 North,Range 1 West,Boise Meridian,Ada County,Idaho,and being more particularly described as follows: BEGINNING at a.found brass cap marking the Northwest corner of said Section 34,which bears N89'35'51"W a distance of 2,653..92 feet from a found aluminum cap marking the North 1/4 corner of said Section 34; Thence following the northerly line of said Northwest 1/4,S89°35'S1"E a distance of 1,868.48 feet; i Thence leaving said northerly line,500°32'59"W a distance of797.23 feet; Thence N89"29'42"W a distance of 1,367,18 feet to the westerly line of said Northwest 1/4; Thence following said westerly line,N00°27'24"E a distance of 794.78 feet to the POINT OF BEGINNING. I Said parcel contains 24.995 acres,more or less,and is subject to all existing easements and/or rights-of-wayof record or implied. I i I i i i I I ADA COUNTY RECORDER Phil McGrane 2021-127831 BOISE IDAHO Pgs=3 BONNIE OBERBILLIG 08/27/2021 04:40 PM ALLIANCE TITLE-BOISE PRODUCTION CENTER $15.00 Recording Requested By and When Recorded Return to: Black Cat-Meridian 77, LLC P.O. Box 1297 Eagle, ID 83616-1297 SPACE ABOVE THIS LINE FOR RECORDER'S USE ONLY WARRANTY DEED (Idaho) THIS WARRANTY DEED, is made this 271h day of August, 2021, between Larry James, an unmarried man ("Grantor"), and Black Cat-Meridian 77, LLC, an Idaho limited liability company ("Grantee"), whose address is P.O. Box 1297, Eagle, ID 83616-1297. WITNESSETH : FOR VALUE RECEIVED, Grantor has granted, conveyed, bargained and sold, and does hereby grant, bargain, sell, convey and confirm to Grantee and Grantee's successors and assigns forever, that certain real property situated in the COUNTY OF ADA, STATE OF IDAHO, more particularly described as follows, to wit: SEE EXHIBIT A, ATTACHED HERETO AND INCORPORATED HEREIN. TOGETHER with all building(s), structures, and improvements thereon, if any, water and water rights thereto, if any, and the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, the remainder and remainders, and the rents, issues and profits thereof(collectively the "Premises"). Subject to all 2021 and subsequent years taxes, levies and assessments, all easements of record, all restrictions and encumbrances of record, and all rights reserved in federal patents and state deeds or in acts authorizing the issuance thereof. Subject to those exceptions to title to which this conveyance is expressly made subject and those made, suffered or done by Grantee; Grantor covenants to Grantee and Grantee's successors and assigns, that Grantee shall enjoy the quiet and peaceful possession of the above described Premises, and Grantor warrants to Grantee and Grantee's successors and assigns, that Grantor is the owner of said Premises in fee simple and has the right and authority to convey the same to Grantee, and Grantor will defend the same from all lawful claims whatsoever. 5917 8.0002.14 02 86 27.1 IN WITNESS WHEREOF, this WARRANTY DEED has been duly executed by Grantor, the day and year herein first above written. L ry Jam STATE OF IDAHO ) GSA ) ss. Jb County of ) On this _2,1 day of August, 2021, before me, a Notary Public in and for said state, personally appeared Larry James, nown or identified to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set rr and and affixed my official seal the day and year in this certificate first above written. No ry Public fo I Residing at My commission expires �Esa0��?h�� WARRANTY DEED - 2 59178.0002.14 028627.1 EXHIBIT A Parcel 1: A parcel of land situated in a portion of the North 1/2 of the Northwest 1/4 of Section 34, Township 4 North, Range I West, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at a found brass cap marking the Northwest corner of said Section 34, which bears N89°35'51"W a distance of 2,653.92 feet from a found aluminum cap marking the North 1/4 corner of said Section 34, thence following the northerly line of said Northwest 1/4, S89°35'5 I"E a distance of 1,368.47 feet to the POINT OF BEGINNING Thence following said northerly line, S89°35'5 I"E a distance of 231.80 feet; Thence leaving said northerly line, S00°43'47"W a distance of 306.30 feet; Thence S89°35'5 I"E a distance of 792.80 feet; Thence S00°43'21"W a distance of 816.84 feet; Thence N89°26'06"W a distance of 1,050.56 feet; Thence N00°32'59"E a distance of 322.98 feet; Thence S89°29'42"E a distance of 29.39 feet; Thence N00°32'59"E a distance of 797.23 feet to the POINT OF BEGINNING. Parcel 2: A parcel of land situated in a portion of the North 1/2 of the Northwest 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at a found brass cap marking the Northwest corner of said Section 34, which bears N89°35'51"W a distance of 2,653.92 feet from a found aluminum cap marking the North 1/4 corner of said Section 34, thence following the northerly line of said Northwest 1/4, S89°35'51"E a distance of 1,337.04 feet; Thence leaving said northerly line, S00°24'09"W a distance of 797.17 feet to the POINT OF BEGINNING. Thence S00°32'59"W a distance of 522.41 feet to the southerly line of said North 1/2 of the Northwest 1/4; Thence following said southerly line,N89°26'06"W a distance of 1,336.94 feet to the North 1/16 corner common to Sections 33 and 34; Thence following the westerly line of said Northwest 1/4, N00°27'24"E a distance of 521.02 feet; Thence leaving said westerly line, S89°29'42"E a distance of 1,337.79 feet to the POINT OF BEGINNING. WARRANTY DEED - 3 59178,0002,14028627 1 Geotechnical Engineering Report James Ranch Subdivision Meridian, Idaho PREPARED FOR: Walsh Group PREPARED BY: Innovate Geotechnical Innovate Geotechnical Project No. 321026 May 12, 2021 INNOVATE fL11E 0 GEBTECHNICAL mEn INNOVATE GEDTECHNICAL Page 1 of 14 May 12, 2021 Walsh Group Attention: Kelli Black Subject: Geotechnical Engineering Report James Ranch Subdivision Meridian, Idaho Innovate Geotechnical Project No. 321026 Kelli, Submitted herewith is the report of our geotechnical engineering evaluation for the subject site. This report contains the results of our findings and an engineering interpretation of the results with respect to the available project characteristics. It also contains earthwork and site improvement recommendations necessary for development of the property. On April 13, 2021, Innovate Geotechnical staff was on-site and completed 16 test pits up to 10.5 feet below the existing ground surface. Soil samples were obtained during the field operations and were then transported to our office for further testing. Based on the findings of the subsurface investigation and other information, site earthwork and development recommendations are provided. A detailed discussion of observed conditions is presented in this report. We appreciate the opportunity to work with you on this project. If we can be of further assistance or if you have any questions regarding this project, please do not hesitate to contact us at (208) 484-1090. JAAL Sincerely, �� Gig�D Innovate Geotechnical 7 � �1pF0F Ia Sierra Hyde Seth P. Olsen, P.E. Engineering Intern Senior Geotechnical Engineer GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNr1VATF GEOTECHIMEAL Page 2 of 14 Table of Contents 1.0 INTRODUCTION.................................................................................................................... 3 2.0 PROJECT UNDERSTANDING .............................................................................................. 3 3.0 SCOPE OF SERVICES............................................................................................................ 3 4.0 SITE CONDITIONS AND FIELD EVALUATION................................................................4 4.1 Surface Conditions....................................................................................................................4 4.2 Field Evaluation........................................................................................................................4 4.3 Subsurface Soil Profile ............................................................................................................. 5 4.4 Infiltration Testing.................................................................................................................... 6 4.5 Groundwater............................................................................................................................. 6 4.6 Site Subsurface Variations........................................................................................................ 8 4.7 Seismic Setting.......................................................................................................................... 8 5.0 CONCLUSIONS AND RECOMMENDATIONS................................................................... 8 5.1 Site Preparation and Earthwork................................................................................................ 8 5.2 Structural Fill............................................................................................................................ 9 5.3 Fill Placement and Compaction.............................................................................................. 10 5.4 Slopes...................................................................................................................................... 10 5.5 Foundation Support................................................................................................................. 10 5.6 Floor Slabs.............................................................................................................................. 11 5.7 Drainage.................................................................................................................................. 11 5.8 Pavement................................................................................................................................. 12 5.9 Infiltration............................................................................................................................... 13 6.0 QUALITY CONTROL........................................................................................................... 13 7.0 LIMITATIONS....................................................................................................................... 13 8.0 REFERENCES ....................................................................................................................... 14 List of Figures Appendices Figure 1 —Vicinity Map Appendix A— Boring Logs Figure 2 —Site Map Appendix B— Laboratory Test Results Appendix C— Dynamic Cone Penetrometer Results GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 3 of 14 1.0 INTRODUCTION Innovate Geotechnical (IGEO) is pleased to present this report which presents the results of our geotechnical engineering evaluation for the proposed James Ranch Subdivision in Meridian, Idaho. The project area is located approximately as shown in the Vicinity Map, Figure 1. 2.0 PROJECT UNDERSTANDING The proposed development is on the southeast corner of McMillan Road and Black Cat Road in Meridian, Idaho. The project entails developing the approximately 78-acre property into 282 lots. The proposed project includes evaluating the site for subsurface characteristics and providing pavement, foundation, earthwork, and infiltration recommendations. The site will be developed as residential. IGEO was asked to provide geotechnical recommendations for this development. Our understanding of the project is based on our communications with you and the Preliminary Concept Layout prepared by KM Engineering and dated April 1, 2021. We understand the proposed residential construction will consist of one and two-story, wood- framed structures supported by shallow foundations. Wall loads are expected to range from 2 to 4 kips per lineal foot. If the construction conditions are different than we have observed, please notify us so that any appropriate modifications to our conclusions and recommendations contained herein may be made. A site plan is presented in Figure 2. 3.0 SCOPE OF SERVICES The purpose of our geotechnical engineering evaluation was to provide recommendations for site development based on our site evaluation, laboratory testing, and engineering analyses. Our specific scope of services included: • Exploration of soil and groundwater conditions underlying the proposed development by completing 16 test pits, dynamic cone penetration testing, and collecting samples for testing. • Laboratory testing to assess pertinent physical and engineering properties of the soil observed. • Engineering analysis and preparation of this report. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNFIVATF GEOTECHNICAL Page 4 of 14 4.0 SITE CONDITIONS AND FIELD EVALUATION Existing surface and subsurface conditions associated with the subject property are presented in this section. 4.1 Surface Conditions The site is in northwest Meridian, Idaho (see Figures 1 and 2). Topographically, the site is relatively level with slight slopes downward from east to west. The elevation drop is approximately 10 feet across the property from approximately 2549 feet above Mean Sea Level (MSL)to approximately 2539 feet above MSL. N Black Cat Rd forms the western boundary of the site. W McMillan Rd forms the northern boundary of the property. Agriculture makes up the observed vegetation on the site. Other residential development surrounds the property. 4.2 Field Evaluation The subsurface soil conditions were determined by performing sixteen (16) Test Pits (TP-1 through TP-16) at the locations shown on Figure 2. Test pits were advanced using a backhoe subcontracted to Wagner. Soil samples were obtained at significant changes of strata and in general accordance with ASTM D-420 and ASTM D-2488. The subsurface conditions observed during the field evaluation are discussed in Section 4.3. Logs of the explorations, including a description of all soil strata encountered, are presented in Appendix A. After completion of the field evaluation, soil samples were tested for their engineering properties. The results of the laboratory testing are presented in Appendix B and shown on the test pit logs in Appendix A. Dynamic cone penetrometer (DCP)tests were performed on six of the test pits (TP-2, TP-3, TP-4, TP-8, TP-10, and TP-14) to assess the in-situ bearing strength characteristics of the subgrade. Results of this testing are presented in Appendix C. Table 1 -Field Evaluation Summary Exploration Approx. Ground Depth Approximate Locations Surface Elevation (feet) WGS 84 (degrees) (feet) Latitude Longitude TP-1 2540 10.5 43.64833 -116.45337 TP-2 2544 9 43.64839 -116.45026 TP-3 2547 9 43.64842 -116.44603 TP-4 2540 9 43.64634 -116.45346 GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNFIVATE GEDTEGHNIGAL Page 5 of 14 ElevationExploration 'Approx. Ground Depth Approximate Locations Surface :4 • - • - Longitude TP-5 2549 10 43.64687 -116.44364 TP-6 2539 8.5 43.64502 -116.45343 TP-7 2543 8 43.64492 -116.44838 TP-8 2546 9.5 43.64495 -116.44372 TP-9 2541 9.5 43.64728 -116.45171 TP-10 2544 10 43.64730 -116.44968 TP-11 2545 9.5 43.64728 -116.44785 TP-12 2548 8.5 43.64731 -116.44495 TP-13 2543 9.5 43.64621 -116.45110 TP-14 2544 9 43.64592 -116.44849 TP-15 2546 8.5 43.64594 -116.44494 TP-16 2541 8.5 43.64594 -116.44494 4.3 Subsurface Soil Profile The results of our field evaluation and our laboratory testing indicate a fairly uniform subgrade across the site. In general, a mixture of sandy, silty, and clayey soils were observed down to a depth of 2 feet (TP-6) to 6 feet (TP-12) below the existing ground surface. Some cementation was noted in this layer in most of the test pits. This layer was underlain by a gravel layer with varying amounts of sand to the full depth explored (approximately 10.5 feet below the existing ground surface). In most of the test pits,the existing ground surface predominantly overlies brown medium dense silty sand or a moist silt with sand to a depth of up to approximately 3 feet (TP-3, TP-5, TP-9, TP- 11,TP-13, and TP-15) below the existing ground surface.This layer is underlain with a sandy lean clay or a clayey sand up to approximately 5.5 feet below the existing surface. Right below this layer is a poorly graded gravel with sand and various amounts of cobbles up to the full depth explored (approximately 10 feet below the existing ground surface). GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNCIVATF GEDTECHNICAL Page 6 of 14 The other test pits had a moist medium dense silty sand or a sandy silt with up to approximately 6 feet (TP-1, TP-6, TP-10, TP-12, and TP-16) below the existing ground surface. This layer is underlain by poorly and well graded gravel with sand and various amounts of cobbles or a poorly graded sand with gravel and cobbles up to the full depth explored (approximately 10.5 feet below the existing ground surface). In TP-7 and TP-8, the existing ground surface overlies a dry sandy silt or a medium dense silty sand up to a depth of approximately 2.5 feet. This layer is underlain with a poorly graded sand with clay and some gravel (approximately 4 feet below the existing ground surface). Below this is a layer of brown poorly graded gravel with sand and some cobbles up to the full depth explored (approximately 9.5 feet below the existing ground surface). Some of the test pits had a layer of sandy, silty lean clay or a medium dense sandy lean clay up to approximately 2.5 feet (TP-2, TP-4, and TP-14) below the existing ground surface. Below this was a layer of dense clayey sand or a silty, clayey sand up to a depth of 4 feet. This layer is underlain with a poorly graded gravel with sand and some cobbles up to the full depth explored (approximately 9 feet below the existing ground surface). For a detailed description of the soil profiles observed in this evaluation, see the test pit logs in Appendix A. See Figure 2 for the approximate test pit locations. 4.4 Infiltration Testing Infiltration testing was performed in TP-9 and TP-15 at varying depths below the existing ground surface. The infiltration testing was performed in various soil layers. The measured infiltration rates are presented in Table 2. The recommended design infiltration rates are presented in Section 5.9 Infiltration. TABLE 2— Measured Infiltration Rates = Soil Classification Average Measured Infiltration Rate TIP-9 1.5 Silty Sand 28 inches/hour TP-15 2 Silt with Sand 20 inches/hour 4.5 Groundwater Groundwater elevations have been observed since the time of the field evaluation and groundwater has been observed in all the test pits. Table 3 summarizes the groundwater depths observed on the dates indicated. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNCIVATE GEOTECHIMEAL Page 7 of 14 TABLE 3 -Groundwater Depths Depth Below Existing Ground Surface(ft) :F During Field Evaluation 4-13-2021 MIS M11 1�11` TP-1 >10.5 >10.5 8.81 TP-2 8 * 6.31 TP-3 6.5 * 5.39 TPA 8.5 8.82 >9 TP-5 9 7.01 6.83 TP-6 7.5 >8.5 >8.5 TP-7 7 7.21 7.16 TP-8 8.5 6.32 6.92 TP-9 8.5 8.09 8.42 TP-10 9 * 7.01 TP-11 8 * 7.51 TP-12 6.5 6.75 6.24 TP-13 8.5 8.5 8.43 TP-14 7.5 TP-15 7 7.51 7.08 TP-16 7 7.76 7.77 *Unable to obtain reading. Numerous factors such as heavy precipitation, irrigation practices, and other unforeseen factors may influence groundwater elevations at the site. The detailed evaluation of these and other factors, which may be responsible for groundwater fluctuations, is beyond the scope of this study. PVC pipe was installed in each of the test pits to act as piezometers and allow for groundwater observation to take place. IGEO will submit groundwater reading results as a part of this project over the next 7 months from the time of the field evaluation. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 8 of 14 4.6 Site Subsurface Variations Based on the results of the subsurface exploration and our experience, variations in continuity and nature of subsurface conditions should be anticipated. Due to the heterogeneous characteristics of soils, care should be taken in interpolating or extrapolating subsurface conditions between or beyond the exploratory explorations. Seasonal fluctuations in groundwater conditions may also occur. 4.7 Seismic Setting According to the findings of our subsurface evaluation and the guidelines of the International Building Code (IBC, 2018) the Site Classification is D (IBC, 2018, section 1613). The following values should be used for site structural coefficients: Short Period Spectral Response Acceleration SS = 0.291g One Second Period Spectral Response Acceleration SI = 0.106g Short Period Spectral Response Design Acceleration SIDS = 0.3049 One Second Period Spectral Design Acceleration SDI = 0.1699 Liquefaction of a soil is defined as the condition when a saturated, loose, cohesion-less, (fine sand-type) soils have a sudden, large decrease, in their ability to support loads. This is because of excessive pore water pressure which develops during a seismic event. Cohesive (clay type) and dense sand and gravel soils typically do not liquefy during a seismic event. Because of the soils observed at the site, it is our opinion that the potential for liquefaction at this site is low under seismic conditions. 5.0 CONCLUSIONS AND RECOMMENDATIONS Based on the results of our site exploration, laboratory testing, and engineering analyses, it is our opinion that the proposed site may be improved as envisioned. Specific recommendations for the proposed improvements are presented in the following sections of this report. 5.1 Site Preparation and Earthwork 5.1.1 Initial Preparation We recommend that proposed areas for improvements be prepared by clearing and grubbing of both the surface and subsurface of all debris, deleterious and organic matter, and roots greater than %inch diameter. We estimate that the depth of stripping required to remove organic topsoil will range from approximately 2 to 4 inches across the site. We recommend an average topsoil stripping depth of 3 inches be used for planning and cost estimating. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 9 of 14 5.1.2 Grading, Excavations, and Subgrade Preparation Current site grades within the proposed improvements slope gently toward the southwest. We anticipate excavation depths to be fairly consistent across the site. In order to provide uniform bearing conditions for the proposed structures and pavements, we recommend the following site preparation activities: • Within foundation limits,the native soils are to be proof-rolled and compacted to establish final foundation elevations. • Within floor slab limits, the native soils are to be proof-rolled and compacted to establish final slab elevations. • Within the roadway limits, the on-site sandy soils should be proof-rolled prior to placing the aggregate for the proposed roadway section. In the event earthwork activities cause excessive subgrade disturbance,replacement with structural fill may be necessary. A greater depth of disturbance of the subgrade soil may be expected if site preparation work is conducted during periods of wet weather when the moisture content of the soil exceeds optimum. Any soft, loose, wet or otherwise unsuitable soil encountered is to be over- excavated to firm soil, or a depth of 2 feet, whichever is less, and replaced with structural fill, as described below. 5.1.3 Temporary Excavations For temporary excavations less than five feet deep, side slopes should not be made steeper than 0.5:1 (horizontal to vertical). Temporary excavations extending more than five feet and up to ten feet in depth should not be made steeper than 1:1. If unstable conditions or groundwater seepage are encountered, flatter slopes, shoring, or bracing may be required for all conditions. All excavations should be made following OSHA safety guidelines. 5.2 Structural Fill Soil used to support the foundations and/or the proposed extension of Dry Creek Ranch is classified as structural fill for the purposes of this report. 5.2.1 Structural Fill Structural fill shall consist of granular soils free of organics, debris, or other deleterious materials and no particles larger than four inches in maximum dimension. Structural fill shall meet the specifications described below: • Structural fill placed below structural foundations should consist of well-graded, sand and gravel material with no more than 12% passing the #200 sieve. Equivalent specifications may be used if approved by the project geotechnical engineer. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEOTECHIMEAL Page 10 of 14 5.2.2 Use of on-site Soil The on-site sandy soils observed in our test pits may be reused as structural fill, provided it is reworked and meets the requirements set forth above. 5.3 Fill Placement and Compaction The various types of compaction equipment have their limitations as to the maximum lift thickness that can be compacted. For example, hand operated equipment is limited to lifts of about four inches and most "trench compactors" have a maximum, consistent compaction depth of about six inches. Large rollers, depending on soil and moisture conditions can achieve compaction at eight to twelve inches. The full thickness of each lift should be compacted to at least the following percentages of the maximum dry density (MDD) as determined by ASTM D- 1557: 1. Compacted fill/native soils, supporting foundations 95% 2. Compacted fill/native soils, below floor slabs 95% 3. Compacted fill/native soils, below pavement 95% 4. Backfill of trenches a. Below foundations 95% b. Below pavement 95% c. Others 90% Field density tests should be performed on each lift as necessary to ensure that compaction is being achieved. Conditions of the structural fill, site grading fill, and compacted native soil should be evaluated by in-place density tests, visual evaluations, probing and proof-rolling as these materials are prepared to determine compliance with the contract documents and recommendations in this report. Over compaction should be avoided as increased compaction effort will result in lateral pressures higher than those provided in this report. 5.4 Slopes For permanent re-worked slopes on the property, we recommend slopes of no more than 2Horizontal : 1Vertical. Shallower slopes may be needed where loose, soft,or otherwise unstable slopes are encountered. 5.5 Foundation Support We anticipate that the proposed footings will be established at a minimum elevation of two feet below the existing ground surface.To establish uniform bearing conditions the proposed footings should be established entirely on a specific zone of compacted native soils, as described previously. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 11 of 14 Foundations may be designed using a maximum allowable bearing pressure of 1,500 psf. In addition to the fill recommendations presented previously in this report, the following recommendations should be implemented: • Continuous footing width should be maintained at a minimum of 18 inches. • Spot footings should be a minimum of 30 inches in width. • Exterior footings should be placed a minimum of 24 inches below final grade for frost protection, and interior footing shall be placed a minimum of 16 inches below grade. • Drainage around the site should be created so that water is not allowed to flow into the excavation during or after construction. The allowable bearing pressure may be increased by 1/3 for temporary loads such as wind and seismic forces. Based on the preliminary maximum foundation loads, as presented above, and given that the foundations are supported as described in this report, we estimate that total settlement will be less than about 1 inch. Differential settlement is estimated to be less than about % of the total settlement. Post-construction settlement should be minor. Loose soil or otherwise unsuitable soil not removed from footing excavations, or disturbance of soil at foundation grade during construction could result in larger settlements than estimated. 5.6 Floor Slabs Floor slabs may be supported on structural fill overlying the on-site soils as recommended in the previous sections of this report. We recommend the slab be designed using a modulus of vertical subgrade reaction (k) of 100 pounds per cubic inch (pci). To help control normal shrinkage and stress cracking, the floor slabs should have the following features: • Adequate reinforcement for the anticipated floor loads with the reinforcement continuous through interior floor joints • Frequent crack control joints • Non-rigid attachment of the slabs to foundation walls and bearing slabs 5.7 Drainage All soils can experience some volume change when exposed to water. Therefore, adequate site drainage is always important. Site grading design and construction should be implemented to assure that all surface water is directed away from the foundation bearing soils. We recommend the following actions be taken: GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEOTECHIMEAL Page 12 of 14 1. All areas around the buildings should be sloped to provide drainage away from the structures. We recommend a minimum slope of 6 inches in the first 10 feet away from the structure. 2. All roof drainage should be collected in rain gutters with downspouts designed to discharge well beyond the backfill limits or the stormwater drainage system, if applicable. 3. Adequate compaction of the foundation backfill should be provided. We suggest a minimum of 90% of the maximum laboratory density as determined by ASTM D-1557. Water consolidation methods should not be used under any circumstances. 4. Sprinklers should be aimed away from the foundation walls. The sprinkling systems should be designed with proper drainage and be well-maintained. Over watering should be avoided. 5. Other precautions may become evident during construction. 5.8 Pavement The flexible pavement evaluation was performed using the Gravel Equivalence (GE) method. In our evaluation we analyzed a roadway classification of local road and collector road. In general, the thickness of the asphalt pavement is predominantly controlled by the traffic and the thickness of the base and sub-base layers is predominantly controlled by the subgrade conditions. The results of the R-value testing indicate an R-values of 32 (TP-4) and 55 (TP-10). The total thickness analysis was developed based on an estimated R-value of the subgrade soil of 32 and traffic data recommended by Ada County Highway District (ACHD). ACHD recommends using a traffic index (TI) of 6 for local roads and a TI of 8 for collector roads.The flexible pavement design criteria are summarized in Table 4. TABLE 4-Flexible Pavement Design Criteria Design Characteristic Design Value Design Life 20 Years T.I.=6.0 (Local Roads) Traffic T.I.=8.0 (Collector Roads) Idaho Climatic Factor 1 Subgrade R-Value=32 Subbase R-Value=60 Untreated Base Course (UTBC)—%" crushed aggregate R-Value=80 Substitution Ratios Asphalt 1.95:1.0 GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNCIVATF GEDTECHIMEAL Page 13 of 14 Base 1.10:1.0 Subbase 1.0:1.0 The recommended total design pavement section for the flexible pavement of the roadways is presented in Table 5. TABLE 5-Flexible Pavement Sections Flexible Subbase Total Flexible Pavement Pavement Base Thickness Thickness Thickness Section Thickness (inches) (inches) (inches) ------------ Local Road 2.5 4 6 12.5 Collector Road 3.2 6 9 18.2 5.9 Infiltration Based on our field evaluation and our understanding of the soils anticipated at the site, applying a factor of safety of 2 for the measured infiltration rate,we recommend using a design infiltration rate of 8 inches/hour for the drainage facilities on site. Variations in the infiltration properties of the soils on site can be expected. We recommend performing an infiltration test to verify the facility specific infiltration rate at the design depth during construction. 6.0 QUALITY CONTROL Our recommendations in this report are based on the assumption that adequate quality control testing and observations will be conducted during construction to verify compliance. 7.0 LIMITATIONS The recommendations provided herein were developed by evaluating the information obtained from the subsurface investigation and our experience in the area. The exploration data reflects the subsurface conditions only at the specific locations at the particular time designated on the logs. Soil and ground water conditions may differ from conditions encountered at the actual exploration locations.The nature and extent of any variation in the explorations may not become evident until during the course of construction. If variations do appear, it may become necessary to re-evaluate the recommendations of this report after we have observed the variation. Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties, either expressed or implied. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNCIVATF GEDTECHNICAL Page 14 of 14 8.0 REFERENCES AASHTO Guide for Design of Pavement Structures, American Association of State Highway and Transportation Officials, 1993. ASTM, American Society for Testing and Materials Ada County Highway District. Policy Manual. Asphalt Institute. The Asphalt Handbook. Manual Series No. 4 (MS-4) 1989 edition. IBC, International Building Code, 2018 Edition Idaho Standards for Public Works Construction 2017 Edition. Fundamentals of Geotechnical Analysis— Dunn, Anderson, and Kiefer (1980) Essentials of Soil Mechanics and Foundations— David F. McCarthy (2007) Foundation Engineering— Peck, Hanson, and Thornburn (1994) Principles of Foundation Engineering— Braja M. Das. (2004) GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 ry James Ranch 5hdl' Meridiem, I.d6ho w ■ , O-P1TE 4 t nix 'JIM , ,�• .,� " `ter.� f�� 'v°w' �i4 Tfiw -� i�►• - ,. ;-�=: -�ice' �',.ia:.;��y�:.iti ..�� •��F�.y e ':w ZI i- Cary- a •14- 17 � - i / [ M1 �C�; �.. - �y.a'".�. FIB+. -1e+�.'�,•_ _i r: T:Y�/� ,j�`•r'� .r.+ry riiL".rIC' d- aoa ;� •tom�.��i, r-'.;:�� INNOVATE Approximate Site Location GEOTECHNIEAL James Ranch Subdvision Date- 13-April-21 Figure: Vicinity Map Project No: 321026 Drawn By: S. Hyde Locations are approximate Client: Walsh Group . _ 1 Jame ' �nch Subdivision MeridiY ho rs..- T y 1 Ps1 TP- AV INNOVATE (S) Approximate Test Pit Locations GEOTECHNIEAL James Ranch Subdivision Date- 13-April-21 Figure: Site Map Project No: 321026 Drawn By: S. Hyde 2 Locations are approximate Client: Walsh Group mEn INNOVATE GEGTEGHNIGAL Appendix A INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-1 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2540 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION --- LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was not observed. AFTER EXCAVATION --- ATTERBERG ui a z W o LIMITS w = v �w �^ �� 0- �^LU ��- } z a 0-0 MATERIAL DESCRIPTION W CO w 0 0 z N z �z o U x O J� J DQ W.- Q W H H� U W V o Wv �J o-n U� mO> Y" �" H �g cng H c7 2z W Uz O o: 20 0J QJ Qz wv U) a 0 U o_ - z 0 0.0 CL E: J a SANDY SILT,(ML)brown,moist, medium dense U) Uj w z 0 U) 0 m U Z K U W Q 2.5 •• z 0 GB 29 51 m 51 %fines,Cemented below 3.5' 1 U K W Q ~ POORLY GRADED GRAVEL WITH SAND,COBBLES,(GP) z W o 0 5.0 .o'•D: 0 Q• °ao. J GB d Piezometer Installed at 9.5' 2 U) o'•D: � Q• .. w U o'•D: 7.5 N o'•D: o. 0 0 0'•D: a Q• J U) ~ o. Z �o. z Q• 0 10.0 .o'•D: m O• Uj U Bottom of test pit at 10.5 feet. 0 w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-2 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2544 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe SZ AT TIME OF EXCAVATION 8.00 ft/Elev 2536 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 8'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z o MATERIAL DESCRIPTION J g >0 0 z Q w w z Q w o H U w OU o wv �J an o� mO> Y" �" H �g cng H c7 2z W Uz O o 20 �� Q J Qz wv u D Z a p U o 0.0 o_ E: J SANDY LEAN CLAY,SILTY, (CL-ML)brown, moist, medium a dense Uj 54%fines, brown, moist,dense,Some Cementation G16 20 29 23 6 54 0 U) o CLAYEY SAND,SILTY, (SC-SM)13%gravel,56%sand,31 % fines, DCP Test at 2.5' U) U Z Q K U w 2.5 GB z Brown, moist,dense 2 24 31 0 U) 0 m U Z Q K U Uj a POORLY GRADED GRAVEL WITH SAND,(GP)Piezometer a ° Installed at 9' z Q'w D 5.0 .°IBa. 0 0 J O V IB0. Y Q o D: Q GB �' J B0. 3 U Q U w o D: N 7.5 o D: O 7 a c� J Oh' 0 °Va. U) o D: z Bottom of test pit at 9.0 feet. z z J U 2 m 2 U w H U w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-3 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2547 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe a AT TIME OF EXCAVATION 6.50 ft/Elev 2540.50 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 6.5'. AFTER EXCAVATION --- ATTERBERG ui a z W o LIMITS w = v �w �^ �� 0- �^LU ��- } z a 0-0 MATERIAL DESCRIPTION W CO w 0 0 z N z �z o U x O J� J DQ W.- Q W H H� U W V o Wv �J o-n U� m0> Y" �" H �g cng H c7 2z W Uz O o 20 0J QJ Qz wv U) a 0 U o_ - z 0 0.0 CL E: J a SILTY SAND,(SM)brown,moist, medium dense U) Uj w z GB > 1 0 m SANDY LEAN CLAY, (CL)brown,moist, medium dense z w w 2.5 GB z 59%fines, DCP Test at 2.5' 2 26 59 U) 0 m U Z K Cl) W ~ POORLY GRADED GRAVEL WITH SILT AND SAND, (GP-GM) z LU o 5.0 O GB U Piezometer Installed at 9' 3 0 J Y O J ° U )W O C7 U - 0 U O rn v 0 N 7.5 o F o O U O < J In ° 7 0 O U) z Bottom of test pit at 9.0 feet. z z J U 2 m 2 U W H O w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-4 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2540 TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner ft GROUND WATER LEVELS: EXCAVATION METHOD Backhoe a AT TIME OF EXCAVATION 8.50 ft/Elev 2531.5 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 8.5'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >O 0 z Q w w z Q w o H U w OU o wv �J an O� m0> Y" �" H �g cng H c7 2z W Uz O o 20 �� Q J Qz wv u D Z a p U o 0.0 o_ E: J a SANDY LEAN CLAY/SANDY SILT, (CL)brown,dry, medium dens U) Uj w z R-Value=32 21 34 24 10 77 ° GB 18 31 22 9 55 0 55%fines 1 m U Z Q K U W Q 2.5 GB o CLAYEY SAND, (SC)dense, DCP Test at 2.5' 2 U) 0 m z POORLY GRADED GRAVEL WITH SAND,(GP)dry,dense, °' Piezometer Installed at 9' Cn w U ° °- z Z o• D w 3 5.0 o 0 � o'•D J U U) 0• � K w o'•D. U n 7.5 °�o• 0 o' D. 17 U) Q. - °Ld. z Bottom of test pit at 9.0 feet. z z J U 2 m 2 U W H O w c� INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-5 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2549 TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner ft GROUND WATER LEVELS: EXCAVATION METHOD Backhoe a AT TIME OF EXCAVATION 9.00 ft/Elev 2540 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 9'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >0 0 z Q w w z Q w o H U w OU o wv �J an U� m0> Y" �" H �g cng H C7 2z W UZ O Z �O �� Q J QZ wv u D o 0.0 a p U o_ E: J a SILTY SAND,(SM)brown,moist, medium dense U) Uj w 0 GB > 1 s m U Z Q K w SANDY LEAN CLAY, (CL)moist, medium dense 2.5 GB 0 4%gravel,41 %sand,55%fines,Some Cementation 2 24 55 U) 0 m U Z Q K Cl) W Q F Z W 5.0 0 0 POORLY GRADED GRAVEL WITH SAND,COBBLES,(GP) °0 moist,dense, Piezometer Installed at 9.5' J o• p. U Q•' , U 0 6o. o. w U O• a. N 7.5 O•' N o aa. c� of o. Q o •. . n17 o'•D: 0 o'aa. z o'•D: z o aa. 0 10.0 = Bottom of test pit at 10.0 feet. m x U W 0 O w " INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-6 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2539 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe a AT TIME OF EXCAVATION 7.50 ft/Elev 2531.50 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 7.5'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >0 0 z Q w w z Q w o H U w OU o wv �J an U� m0> Y" �" H �g Ug H C7 2z W UZ O Z �O �� Q J QZ wv u D o 0.0 o o U o_ E: J a SANDY SILT,(ML)brown,moist, medium dense U) Uj w z O U) 0 m GB U 22 60 60%fines 1 z w o;•:::;:. POORLY GRADED SAND WITH GRAVEL,COBBLES,(SP) Q 2.5 brown,dry, medium dense z O U) 49%gravel,50%sand, 1 %fines, Piezometer Installed at 8.5' 26 4 1 U U LU Q p'. LU 0 5.0 p;: : 0 0 Q J LU U o . K N p'. V N 7.5 :' V m J Bottom of test pit at 8.5 feet. 0 U) z U z J O U 2 m 2 U w H O w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-7 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2543 TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner ft GROUND WATER LEVELS: EXCAVATION METHOD Backhoe a AT TIME OF EXCAVATION 7.00 ft/Elev 2536.0 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 7'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >0 0 z Q w w z Q w o H U w OU o wv �J an U� m0> Y" �" H �g cng H C7 2z W UZ O Z �O �� Q J QZ wv u D 0 0.0 a p U o_ E: J a SANDY SILT,(ML)brown,dry, medium dense U) Uj w z ° GB 22 56 0 56%fines 1 m L) POORLY GRADED SAND WITH CLAY,(SP-SC)brown GB w Some Cementation 2 Qz 2.5 0 U) 0 m U Z Q K Cn Uj a POORLY GRADED GRAVEL WITH SAND,COBBLES,(GP) a ° brown, moist,dense, Piezometer Installed at 8' z Q. w D 5.0 .°IB°. 0 0 � O < h`° J Y Q o D: J U w U ° O D. v Q - N 7.5 .° o D: Q. m Bottom of test pit at 8.0 feet. a J U) 0 U) Z z Z J U 2 m 2 U w H U w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-8 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2546 TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner ft GROUND WATER LEVELS: EXCAVATION METHOD Backhoe a AT TIME OF EXCAVATION 8.50 ft/Elev 2537.50 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 8.5'. AFTER EXCAVATION --- ATTERBERG ui a z W o LIMITS w = v �w �^ �� 0- �^LU ��- } z a 0-0 MATERIAL DESCRIPTION W CO w 0 0 z N z �z o U x O J� J DQ W.- Q W H H� U W V o Wv �J o-n U� m0> Y" �" H �g cng H c7 2z W Uz O o 20 0J QJ Qz wv U) a 0 U o_ - z 0 0.0 CL E: J a SILTY SAND,(SM)brown,medium dense U) Uj w z GB > 1 0 m U Z Q K U W 2.5 GB a POORLY GRADED SAND WITH CLAY AND GRAVEL,(SP-SC) 2 21 9 U) 30%gravel,61 %sand,9%fines, brown,dry,dense, DCP Test o at 2.5' Uj U K Uj a POORLY GRADED GRAVEL WITH SAND,COBBLES,(GP) a ° Piezometer Installed at 9.5' z Q'w D 5.0 .°IB°. 0 0 J IB0 O V. Y Q o D: J U w o D: N 7.5 ° o D: Q. ° 0 0� c� J U) O' 0 .° - U) o b: � Q. z Bottom of test pit at 9.5 feet. J U 2 m 2 U W H O w . INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-9 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2541 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe SZ AT TIME OF EXCAVATION 8.50 ft/Elev 2532.5 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 8.5'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >O 0 z Q w w z Q w o H U w OU o wv �J an O� m0> Y" �" H �g cng H c7 2z W Uz O o 20 �� Q J Qz wv u D Z a p U o 0.0 o_ E: J a SILTY SAND,(SM)brown,moist, medium dense U) Uj w 0 GB o Infiltration Test at 1.5' 1 m U Z Q K U w 2.5 GB o SANDY LEAN CLAY, (CL)66%fines, brown,dry,dense,Some 2 24 66 U) Cementation s m U Z Q K U w Q z POORLY GRADED GRAVEL WITH SAND,COBBLES,(GP) LU brown,dense, Piezometer Installed at 9.5' 0 5.0 .o'•D: 0 Q• °ao. J a O•' U U) o'•D: � Q• .. w U o. U o'•D: 7.5 N o'•D: o. 0 °i a J 7- 0 U) ~ o. Z �o. Bottom of test pit at 9.5 feet. J O U 2 m 2 U w H O w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-10 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2544 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe a AT TIME OF EXCAVATION 9.00 ft/Elev 2533.0 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 9'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >O 0 z Q w w z Q w o H U w OU o wv �J an O� m0> Y" �" H �g cng H c7 2z W Uz O o 20 �� Q J Qz wv u D Z a p U o 0.0 o_ E: J a SILTY SAND/SILT WITH SAND,(SM)brown,moist, medium dens U) Uj w z 0 U) R-Value=55 25 36 31 5 76 s m U) GB 45%fines 1 z w w 2.5 21 45 z 0 U) 0 m = GB z POORLY GRADED GRAVEL WITH CLAY AND SAND,(GP-GC) 2 ° brown, DCP Test at 3.5' w o Piezometer Installed at 10' o z ZLU O L) 5.0 ° 0 0 � o J Y ° � O J U U) 0 L o U 0 rn O N 7.5 ° � o 0 U 0 0i � O V) 7 0 0 H O - Z_ U (n 0 Z � O 0 10.0 = Bottom of test pit at 10.0 feet. m U w 0 O w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-11 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2545 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe a AT TIME OF EXCAVATION 8.00 ft/Elev 2537 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 8'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >0 0 z Q w w z Q w o H U w OU o wv �J an U� m0> Y" �" H �g cng H C7 2z W UZ O Z �O �� Q J QZ wv u D o 0.0 a p U o_ E: J a SILTY SAND,(SM)brown,medium dense U) Uj w z GB > 1 s m U Z Q K w CLAYEY SAND, (SC)light brown Q 2.5 GB z Some Cementation 2 0 0 m U Z Q K Cl) W Q Z W 5.0 .• ° POORLY GRADED GRAVEL WITH SAND,(GP)brown o °. o D: Y O Q o D: 0� GB 82%gravel, 18%sand,0%fines, Piezometer Installed at 9.5' 3 3 0 o D: O N 7.5 O - oi J 0�° U) 2�1 Bottom of test pit at 9.5 feet. J ° U 2 m 2 U W 0 U w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-12 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2548 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe SZ AT TIME OF EXCAVATION 6.50 ft/Elev 2541.5 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 6.5'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >0 0 z Q w w z Q w o H U w OU o wv �J an U� mO> Y" �" H �g cng H C7 2z W UZ O Z �O �� Q J QZ wv u D 0 0.0 o o U o_ E: J a SANDY SILT,(ML)brown,moist, medium dense U) Uj w z GB > 1 s m U Z K U W 2.5 GB 029%fines 2 29 62 U) > 0 m U K Cl) W Q F z W 5.0 0 0 J Y Q o POORLY GRADED GRAVEL WITH SAND,(GP)brown,wet, U) ° medium dense LU o' D. � Q - U . GB o D: Piezometer Installed at 8.5' 3 N 7.5 0 o' D. � Q 0 o D. Bottom of test pit at 8.5 feet. 0 U) 0 z z z J U 2 m 2 U W 0 U w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-13 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2543 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe SZ AT TIME OF EXCAVATION 8.50 ft/Elev 2534.5 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 8.5'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >0 0 z Q w w z Q w o H U w OU o wv �J an U� m0> Y" �" H �g cng H C7 2z W UZ O Z �O �� Q J QZ wv u D o 0.0 a p U o_ E: J a SILTY SAND,(SM)brown,dry, medium dense U) Uj w 0 0 U) 0 CLAYEY SAND, (SC)brown,dry,dense m U Z < GB w Cemented 1 Q 2.5 z 0 0 m z POORLY GRADED GRAVEL WITH SAND,COBBLES,(GP)dry, °' dense, Piezometer Installed at 9.5' °' w U ° °- z Z o• D w 3 5.0 0 0 � o'•D o'•D: GB 4 3 Q 66%gravel,31 %sand,3%fines 2 U) ° ° LU w o'•D: U 7.5 Q. N ° O. 0 o' D: 77 U) Q. - U) ° o. 6.0 z Bottom of test pit at 9.5 feet. J O U 2 m 2 Uc� w H O w INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-14 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2544 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe SZ AT TIME OF EXCAVATION 7.5 ft/Elev 2536.5 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 7.5'. AFTER EXCAVATION --- ATTERBERG ui a z W o LIMITS w = v �w �^ �� 0- �^LU ��- } z a 0-0 MATERIAL DESCRIPTION W CO w 0 0 z N z �z o U x O J� J DQ W.- Q W H H� U W V o Wv �J o-n U� m0> Y" �" H �g cng H c7 2z W Uz O o 20 0J QJ Qz wv U) a 0 U o_ - z 0 0.0 CL E: J a LEAN CLAY WITH SAND,(CL)brown,moist, medium dense U) w z ° GB 20 36 23 13 73 0 73%fines 1 m U Z Q K U W Q 2.5 GB o CLAYEY SAND, (SC)brown,dry,dense, DCP Test at 2.5' 2 U) 0 m U Z Q K Cn Uj a POORLY GRADED GRAVEL WITH SAND,COBBLES,(GP) a °'. moist,dense, Piezometer Installed at 9' z Q'w D 5.0 .° 0 0 J IB0 O V. Y Q o D: J U w o D: N 7.5 .o V o D: Q. 0 0�c� J O' 0 ° U) o D: z Bottom of test pit at 9.0 feet. z z J U 2 m 2 U W H O w 0 INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-15 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2546 TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner ft GROUND WATER LEVELS: EXCAVATION METHOD Backhoe a AT TIME OF EXCAVATION 7.00 ft/Elev 2539 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 7'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w d Hm W� �ZJ Hw ~� �Z () H Z O MATERIAL DESCRIPTION J g >0 0 z Q w w z Q w o H U w OU o wv �J an U� mO> Y" �" H �g cng H C7 2z W UZ O Z �O �� Q J QZ wv u D 0 0.0 a p U o_ E: J SILT WITH SAND, (ML)brown,moist, medium dense, Infiltration a Test at 2' 0 W z U U) 0 m U Z Q K U W 2.5 GB 0 72%fines 1 20 72 U) m CLAYEY SAND, (SC)brown,dry,dense,Cemented U Z K Cl) W Q F z W 5.0 0 0 POORLY GRADED GRAVEL WITH SAND,COBBLES,(GP) °0 brown,Some Cementation o• p. U Q•' , U o. � °'d. GB o'•D: Piezometer Installed at 8.5' 2 U O• a. 7 �o. - N 7.5 O•' N o aa. c� of o. Q o •. . J Bottom of test pit at 8.5 feet. 0 U) 0 z z z J U 2 m 2 U W 0 U w " INNOVATE InnovateGeotechnical TEST PIT NUMBER TP-16 min1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNIIAL Telephone:(208)484-1090 CLIENT Walsh Group PROJECT NAME James Ranch Subdivision PROJECT NUMBER 321026 PROJECT LOCATION Meridian, Idaho DATE STARTED 4/13/21 COMPLETED 4/13/21 GROUND ELEVATION 2541 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe SZ AT TIME OF EXCAVATION 7.00 ft/Elev 2534 ft LOGGED BY Seth Olsen CHECKED BY AT END OF EXCAVATION --- NOTES Groundwater was observed at 7'. AFTER EXCAVATION --- ATTERBERG a z w o LIMITS w a- Hm W� �Z J Hw ~� �Z U H Z CL O MATERIAL DESCRIPTION J g >0 0 z Q w w z Q w o H U w OU o wv �J a n U� mO> Y" �" H �g cng H C7 2z W UZ O Z �O �� Q J QZ wv u D 0 0.0 a p U o_ E: J a SILTY SAND,(SM)brown,moist, medium dense U) Uj w z 0 U) 0 m U) GB L 1 z w w Q 2.5 z 0 U) 0 m z WELL GRADED GRAVEL WITH SAND,(GW)brown, moist to W '�`. wet,dense Cl) ►. w • F Z w • ,. 0 �• •: 0 Q GB 5 0 Y ,.�• 75%gravel,25%sand,0%fines, Piezometer Installed at 8.5' 2 J U • w I , 17 LU U n • b. 7.5 N • Bottom of test pit at 8.5 feet. 0 U) z z z J U 2 m 2 U w 0 U w 0 mEn INNOVATE GEGTEGHNIGAL Appendix B U.S. STANDARD SIEVE SIZE 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 100 90 80 70 w } 60 m 0 z 50 U) Q a 40 z w U 30 Of w a 20 10 0 1000 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE IQ Ell INNOVATE James Ranch Subdivision Boring/ Depth Content Gravel Sand Fines USCS _Symbol Test Pit (%I o) -o) (%I Class Soil Classification I U L U GECTECHNICAI. Date: TP-1 3 29 51 MIL Sandy Silt Sieve Analysis 5/11/2021 ❑ TP-2 0.5 20 54 ML Sandy Silt Results Figure. Project: TP-2 2.5 24 13 56 31 SC-SM Silty,Clayey Sand 321026 X TP-3 2.5 26 - - 59 CL Sandy Lean Clay Ada County, B � i 0 TP-4 1 18 - - 55 CL Sandy Lean Clay Idaho Client: Walsh Group U.S. STANDARD SIEVE SIZE 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 100 90 80 70 w } 60 m 0 z 50 Q a 40 z w U 30 w a 20 10 0 1000 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE INNOVATE James Ranch Subdivision Boring/ HIM :_Symbol_:_Test Pit_-___(feet)_ (%I__ o) o) (%I Class Soil Classification--- I U L U GECTECHNICAI. Date: TP-5 2.5 24 4 41 55 CL Sandy Lean Clay Sieve Analysis 5/11/2021 ❑ TP-6 1.5 22 - - 60 ML Sandy Silt Results Figure. Project: At TP-6 3 4 49 50 1 SP Poorly Graded Sand with 321026 Gravel Ada County, X TP-7 1 22 - - 56 ML Sandy Silt Idaho Client: Walsh B -2 0 TP-8 2.5 21 30 61 9 SP-SC Poorly Graded Sand with Group Clay and Gravel U.S. STANDARD SIEVE SIZE 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 100 90 80 70 w } 60 m (D z 50 Q a 40 z U 30 w a 20 10 0 1000 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE Sample Moisture IQ INNOVATE James Ranch Subdivision Ell Boring/ GECTECHNICAI. Date: TP-9 2.5 24 1 33 66 CL Sandy Lean Clay Sieve Analysis 5/11/2021 ❑ TP-10 1.5 21 - - 45 SM Silty Sand Results Figure. Poorly Graded Gravel with Project: TP-11 6.5 3 82 18 0 GP 321026 Sand Ada County, X TP-12 2.5 29 - - 62 ML Sandy Silt Idaho Client: Walsh B -3 TP-13 6 4 66 31 3 GP Poorly Graded Gravel with Group Sand U.S. STANDARD SIEVE SIZE 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 100 90 80 70 w } 60 m (D z 50 U) Q 0- 40 z w Ail 0 30 w a 20 10 0 1000 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE INNOVATE James Ranch Subdivision Sample Moisture IULU GECTECHNICAI. Boring/ D., Date: _Symbol Test Pit ...(feet)... (%I... o) 6) o Class Soil Classification Sieve Analysis 5/11/2021 Results Figure: TP-14 1 20 73 CL Lean Clay with Sand Project: 321026 ❑ TP-15 2.5 20 72 ML Silt with Sand Ada County, B -4 Idaho Client: Walsh . TP-16 5.5 5 75 25 0 GW Well Graded Gravel with Group Sand 60 O 50 , a ' G x ;' w ; 0 40 ' Oz z U) 30 ' Q OVor ' O /0000 20 ' CO MH or OH 10 , CLMM ML Ir OL 0 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT(LL) INNOVATE James Ranch Subdivision PlasticitySymbol Location Depth Limit Limit GEDTECHNICAL Date: Atterberg 5/11/2021 TP-2 0.5' 29 23 6 ML Sandy Silt Limits Results Figure. e Project: 321026 ❑ TP-4 1' 31 21 10 CL Sandy Lean Clay Ada County, B -5 A Idaho Client: Walsh TP-14 1' 36 23 13 CL Lean Clay with Sand Group *Based on Sieve Analysis Results A M E R I C A N American Geotechnics , i1 J Project Information T E C H N 1 C S Report to: Innovate Geotechnical Project: James Ranch Report Date: 4/23/2021 File No.: 02787.55 Material Information Date Sampled: April 2021 Sampled By: Client Date Received: 4/14/2021 Date Tested: 4/16 through 4/22/2021 SUMMARY OF LABORATORY RESULTS Lab Sample Depth Water %Passing Liquid Plasticity Soil Number Type (ft) Index Type Borehole Content #200 Limit Remarks o o (/o) Sieve (/o) 21-0159 TP-04 Bulk 0.5'-1.5' 21.1 76.8 34 10 ML -- 21-0160 TP-10 Bulk 1.0'-2.0' 24.7 75.9 36 5 ML -- Prepared By: Travis Thomsen American Geotechnics ATTERBERG LIMITS REPORT � R I ( A 14 f F C H II I C S CLIENT: Innovate Geotechnical PROJECT NAME:James Ranch FILE NUMBER: 02787.55 PROJECT LOCATION:Ada County, Idaho 60 CL CH 50 x 40 w z 30 Q J a 20 10 /000 CL-ML m ML MH 0 0 20 40 60 80 100 LIQUID LIMIT(%) Specimen Identification MC LL PL PI Fines Classification • TP-04 Bulk 0.5 21.1 34 24 10 77 SILT with SAND (ML) m TP-10 Bulk 1.0 24.7 36 31 5 76 SILT with SAND (ML) Prepared By: Travis Thomsen American Geotechnics PARTICLE-SIZE DISTRIBUTION REPORT rR�s� >L � 1 Tf [ HN1C5 CLIENT: Innovate Geotechnical PROJECT NAME:James Ranch FILE NUMBER: 02787.55 PROJECT LOCATION:Ada County, Idaho U.S.SIEVE OPENING IN INCHES U.S.SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 3/4 1/2 3 4 6 810 14 16 20 30 40 50 60 100 140 200 100 95 90 85 80 75 70 65 x (D 60 w � 55 m w 50 z LL z 45 w 40 w a 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS LCOBBLES GRAVEL SAND SILT OR CLAY coarse fine coarse medium fine Specimen Identification Classification D10 D30 D60 • TP-04 Bulk 0.5 SILT with SAND(ML) -- -- -- TP-10 Bulk 1.0 SILT with SAND(ML) -- -- -- Specimen Identification %Gravel %Sand %Fines D15 D50 D85 Cc Cu MC LL PI • TP-04 Bulk 0.5 5.0 18.2 76.8 -- -- 0.194 -- -- 21.1 34 10 m TP-10 Bulk 1.0 3.0 21.1 75.9 -- -- 0.356 -- -- 24.7 36 5 Prepared By: Travis Thomsen American Geotechnics American Geotechnics A M E R I C A N 5260 Chinden Blvd. MIr r Boise, Idaho 83714 Phone:(208) 658-8700 J W Fax: (208) 658-8703 T E C H N I C S Report To: Innovate Geotechnical Report Date: 4/22/2021 Project: James Ranch Date Sampled: April, 2021 Project No.: 02787.055 Date Received: 4/14/2021 Sample ID: TP-4, Bulk; 0.5'-1.5' Tested By: PC Soil Description: Silt with Sand (ML) Lab Number: 21-0159 R-VALUE IDAHO T-8 Point 1 Point 2 Point 3 Drainage Description Zero Zero Zero R-Value @ 200 PSI Dry Density, PCF 100.8 101.2 101.6 Exudation Pressure Moisture Content, % 22.4 21.8 21.3 Exudation, PSI 164 218 288 32 R-Value(Corrected) 19 37 50 Expansion, PSI 0.09 0.22 0.31 —N R-Value 200 psi Expansion Gradation: AASHTO T-11, T-27 4.0 9000 Screen %Passing %Passing 8000 Sizes As Received As Tested 4" 3.0 7000 3" N J 2" a 6000 100 3 tll 2! 2.0 5000 d 3/4" 99 a r 1/2" 99 4000 3/8" 98 No. 4 95 100 w 1.0 3000 w No. 8 2000 No. 16 No. 30 0.0 1000 No. 50 90 80 70 60 50 40 30 20 10 0 No. 100 R-Value(Corrected) No. 200 This report covers only material as represented by this sample and does not necessarily cover all soils from this layer or source. Reviewed By: Travis Thomsen American Geotechnics A M E R I ( A N 5260 Chinden Blvd. Morw Boise, Idaho 83714 Phone:(208) 658-8700 J Fax: (208) 658-8703 T E C H N I C S Report To: Innovate Geotechnical Report Date: 4/22/2021 Project: James Ranch Date Sampled: April, 2021 Project No.: 02787.055 Date Received: 4/14/2021 Sample ID: TP-10, Bulk; 1.0'-2.0' Tested By: PC Soil Description: Silt with Sand (ML) Lab Number: 21-0160 R-VALUE IDAHO T-8 Point 1 Point 2 Point 3 Drainage Description Zero Zero Zero R-Value @ 200 PSI Dry Density, PCF 92.8 93.5 94.0 Exudation Pressure Moisture Content, % 25.8 25.3 24.8 Exudation, PSI 88 186 386 55 R-Value(Corrected) 51 55 58 Expansion, PSI 0.40 0.62 0.92 el —N R-Value 200 psi Expansion Gradation: AASHTO T-11, T-27 4.0 9000 Screen %Passing %Passing 8000 Sizes As Received As Tested 4" 3.0 7000 3" N J 2" a L 6000 „ 1„ � 3 tll d 2.0 5000 d 3/4" a a r L 1/2" 4000 3/8" 100 X No. 4 97 100 w 1.0 3000 w No. 8 TIA 2000 No. 16 No. 30 0.0 1000 No. 50 90 80 70 60 50 40 30 20 10 0 No. 100 R-Value(Corrected) No. 200 This report covers only material as represented by this sample and does not necessarily cover all soils from this layer or source. Reviewed By: Travis Thomsen mEn INNOVATE GEGTEGHNIGAL Appendix C DCP TEST DATA-Sowers Project: James Ranch Subdivision Date: 13-Apr-21 Location: TP-2 @ 2.5' Soil Type(s): Silty,Clayey Sand No.of Accumulative Standard"N"Resistance(blows per foot) Blows Penetration (mm) (inches) 0 609.6 24.0 0.0 5.0 10.0 15.0 5 635 25.0 24.0 609.6 10 657.225 25.9 20 688.975 27.1 24.5 25.0 635 25.5 c E — E x 3 IL 26.0 660.4 a G W 0 26.5 27.0 685.8 27.5 28.0 L 711.2 0.0 5.0 10.0 15.0 Reference:George F.Sowers and Charles S.Hedges. Dynamic Cone for Shallow In-Situ Penetration Testing, Vane Shear and Cone Penetrations Resistance Testing of In-Situ Soils,ASTM STP 399,American Society of Testing and Materials,1966,pg.29. Figure C- 1 DCP TEST DATA-Sowers Project: James Ranch Subdivision Date: 13-Apr-21 Location: TP-3 @ 2.5' Soil Type(s): Sandy Lean Clay No.of Accumulative Standard"N"Resistance(blows per foot) Blows Penetration (mm) (inches) 0 609.6 24.0 0.0 5.0 10.0 15.0 5 655.6375 25.8 24.0 609.6 5 692.15 27.3 10 749.3 29.5 20 803.275 31.6 25.0 635 26.0 660.4 27.0 685.8 c E - E 3 3 H � W 28.0 711.2 d G W 0 29.0 736.6 30.0 762 31.0 787.4 32.0 812.8 0.0 5.0 10.0 15.0 Reference:George F.Sowers and Charles S.Hedges. Dynamic Cone for Shallow In-Situ Penetration Testing, Vane Shear and Cone Penetrations Resistance Testing of In-Situ Soils,ASTM STP 399,American Society of Testing and Materials,1966,pg.29. Figure C-2 DCP TEST DATA-Sowers Project: James Ranch Subdivision Date: 13-Apr-21 Location: TP-4 @ 2.5' Soil Type(s): Clayey Sand No.of Accumulative Standard"N"Resistance(blows per foot) Blows Penetration (mm) (inches) 0 609.6 24.0 0.0 5.0 10.0 15.0 20.0 10 660.4 26.0 25.0 635 10 676.275 26.6 20 703.2625 27.7 25.5 26.0 660.4 c E — E 3 3 w 26.5 a G W 0 27.0 685.8 27.5 28.0 711.2 0.0 5.0 10.0 15.0 Reference:George F.Sowers and Charles S.Hedges. Dynamic Cone for Shallow In-Situ Penetration Testing, Vane Shear and Cone Penetrations Resistance Testing of In-Situ Soils,ASTM STP 399,American Society of Testing and Materials,1966,pg.29. Figure C-3 DCP TEST DATA-Sowers Project: James Ranch Subdivision Date: 13-Apr-21 Location: TP-8 @ 2.5' Soil Type(s): Poorly Graded Sand No.of Accumulative Standard"N"Resistance(blows per foot) Blows Penetration (mm) (inches) 0 609.6 24.0 0.0 5.0 10.0 15.0 20.0 10 641.35 25.3 25.0 635 10 660.4 26.0 20 685.8 27.0 25.5 26.0 660.4 c E — E 3 3 w 26.5 a G W 0 27.0 685.8 27.5 28.0 711.2 0.0 5.0 10.0 15.0 Reference:George F.Sowers and Charles S.Hedges. Dynamic Cone for Shallow In-Situ Penetration Testing, Vane Shear and Cone Penetrations Resistance Testing of In-Situ Soils,ASTM STP 399,American Society of Testing and Materials,1966,pg.29. Figure C-4 DCP TEST DATA-Sowers Project: James Ranch Subdivision Date: 13-Apr-21 Location: TP-10 @ 3.5' Soil Type(s): Silty Sand No.of Accumulative Standard"N"Resistance(blows per foot) Blows Penetration (mm) (inches) 0 609.6 24.0 0.0 5.0 10.0 15.0 20.0 25.0 5 628.65 24.8 24.0 609.6 5 644.525 25.4 10 669.925 26.4 20 688.975 27.1 24.5 25.0 635 25.5 c E - E x 3 IL 26.0 660.4 W d 0 0 26.5 27.0 685.8 27.5 28.0 711.2 0.0 5.0 10.0 15.0 Reference:George F.Sowers and Charles S.Hedges. Dynamic Cone for Shallow In-Situ Penetration Testing, Vane Shear and Cone Penetrations Resistance Testing of In-Situ Soils,ASTM STP 399,American Society of Testing and Materials,1966,pg.29. Figure C-5 DCP TEST DATA-Sowers Project: James Ranch Subdivision Date: 13-Apr-21 Location: TP-14 @ 2.5' Soil Type(s): Clayey Sand No.of Accumulative Standard"N"Resistance(blows per foot) Blows Penetration (mm) (inches) 0 609.6 24.0 0.0 5.0 10.0 15.0 20.0 25.0 30.0 5 631.825 24.9 24.0 609.6 10 641.35 25.3 20 657.225 25.9 24.2 24.4 24.6 c 24.8 2 3 H � w 25.0 635 a G W 0 25.2 25.4 25.6 25.8 26.0 660.4 0.0 5.0 10.0 15.0 Reference:George F.Sowers and Charles S.Hedges. Dynamic Cone for Shallow In-Situ Penetration Testing, Vane Shear and Cone Penetrations Resistance Testing of In-Situ Soils,ASTM STP 399,American Society of Testing and Materials,1966,pg.29. Figure C-6 INNOVATE GEOTECHNICAL TRAFFIC IMPACT STUDY JAMESTOWN RANCH SUBDIVISION Meridian, Idaho August 30, 2021 NTS _ McMillan Rd -------------- r „y a 7 Prepared For: Walsh Group, LLC Prepared By: CR ENGIMENNG, INC. 181 East 50th Street Garden City, ID 83714 (208)841-4996 S:Iprojectsl21-48 Jamestown Ranch Subdivision WocLfamestown Ranch Subdivision TIS.docx j ENGIIV RWM,INC. Traffic Impact Study Jamestown Ranch Subdivision-Meridian, Idaho Table of Contents EXECUTIVE SUMMARY......................................................................................................................................I 1.0 Proposed Development...............................................................................................................................1 2.0 2021 Existing Traffic Conditions...............................................................................................................3 3.0 2025 Build-Out Year Background Traffic Conditions (No Site Traffic) ...................................................3 4.0 2025 Build-Out Year Total Traffic Conditions(Background Plus Site Traffic)...................................................3 1.0 INTRODUCTION.......................................................................................................................................5 1.1 Proposed Development...............................................................................................................................6 1.2 Study Approach..........................................................................................................................................6 1.3 Study Area..................................................................................................................................................6 1.4 Study Period...............................................................................................................................................7 1.5 Analysis Methods and Performance Measure Thresholds..........................................................................7 2.0 EXISTING CONDITIONS.........................................................................................................................8 2.1 Roadway Network, Lane Configuration, and Intersection Control............................................................8 2.2 Existing Traffic Volumes...........................................................................................................................8 2.3 Intersection Crash Data............................................................................................................................11 2.4 Roadway Segment Planning Level of Service .........................................................................................11 2.5 Intersection Operations.............................................................................................................................12 2.6 Roadway Segment Mitigation..................................................................................................................12 2.7 Intersection Mitigation.............................................................................................................................12 3.0 2025 BUILD-OUT YEAR BACKGROUND TRAFFIC CONDITIONS...............................................13 3.1 Roadway Network....................................................................................................................................13 3.2 Background Traffic ..................................................................................................................................14 3.3 Roadway Segment Planning Level of Service .........................................................................................14 3.4 Intersection Operations.............................................................................................................................16 3.5 Roadway Segment Mitigation..................................................................................................................16 3.6 Intersection Mitigation.............................................................................................................................16 4.0 2025 BUILD-OUT YEAR TOTAL TRAFFIC CONDITIONS.............................................................17 4.1 Site Traffic................................................................................................................................................17 4.1.1 Trip Generation ................................................................................................................................17 4.1.2 Trip Capture......................................................................................................................................17 4.1.3 Pass-by Trips....................................................................................................................................17 4.1.4 Modal Split.......................................................................................................................................17 4.1.5 Trip Distribution and Assignment....................................................................................................17 4.2 Total Traffic..............................................................................................................................................17 4.3 Roadway Segment Planning Level of Service .........................................................................................22 4.4 Intersection Operations.............................................................................................................................22 4.5 Roadway Segment Mitigation..................................................................................................................23 4.6 Intersection Mitigation.............................................................................................................................23 4.7 Site Access, Circulation, and Internal Roadway ADT.............................................................................24 APPENDIXA: SCOPE...........................................................................................................................................A APPENDIXB: TRAFFIC COUNTS.....................................................................................................................B APPENDIX C: 2021 CAPACITY ANALYSIS REPORTS.................................................................................C APPENDIX D: 2025 BACKGROUND SYNCHRO OUTPUTS.........................................................................D APPENDIX E: 2025 TOTAL SYNCHRO OUTPUTS.........................................................................................E APPENDIX F: TURN LANE WARRANT WORKSHEETS..............................................................................F APPENDIX G: SIGHT DISTANCE AT SITE ACCESS....................................................................................G August 2021 i WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision — Meridian, Idaho List of Figures Figure 1.1 —Site Location and Vicinity.....................................................................................................................5 Figure1.2—Preliminary Site Plan.............................................................................................................................6 Figure 2.1 —Study Area Roadway Segment and Intersection Control and Lane Configuration................................9 Figure 2.2—2021 Existing Peak Hour Traffic.........................................................................................................10 Figure 3.1 —2025 Build-Out Year Peak Hour Background Traffic.........................................................................15 Figure 4.1 —Estimated Site Traffic Distribution Patterns........................................................................................18 Figure 4.2—2025 Build-Out Year AM Peak Hour Site Traffic...............................................................................19 Figure 4.3—2025 Build-Out Year PM Peak Hour Site Traffic................................................................................20 Figure 4.4—2025 Build-Out Year Peak Hour Total Traffic....................................................................................21 Figure 4.5—Site Access, Circulation, and ADT......................................................................................................25 List of Tables Table 1 —Proposed Improvements Summary.............................................................................................................1 Table 2.1 —Existing Roadway Characteristics...........................................................................................................8 Table 2.2—2021 Existing ADT Summary.................................................................................................................8 Table 2.3—Intersection Crash Data(2015-2019)....................................................................................................I I Table 2.4—Roadway Segment Planning Level of Service—2021 Existing Traffic................................................11 Table 2.5—Intersection Operations—2021 Existing Peak Hour Traffic.................................................................12 Table 3.1 —Planned Improvements Summary..........................................................................................................13 Table 3.2—Roadway Segment Level of Service—2025 Build-Out Year Peak Hour Background Traffic.............14 Table 3.3 —Intersection Operations—2025 Build-Out Year Background Traffic...................................................16 Table 4.1 —Build-Out Site Traffic Trip Generation Summary................................................................................17 Table 4.2—Roadway Segment Planning Level of Service—2025 Build-Out Year Peak Hour Total Traffic.........22 Table 4.3 —Intersection Operations—2025 Build-Out Year Total Traffic..............................................................22 Table 4.4—Roadway Segment Planning Level of Service—2025 Build-Out Year Shoulder Hour Total Traffic...23 Table 4.5—Build-Out Site Traffic Percentage of 2025 Total Traffic......................................................................24 Table 4.6—Site Access Intersection Operations—2025 Build-Out Year Total Traffic...........................................26 Table 4.7—Site Access Intersection Operations—2025 Build-Out Year Total Traffic(Sensitivity Analysis).......27 SST e 1 08/30/21 Cl o� N August 2021 ii WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision — Meridian, Idaho EXECUTIVE SUMMARY CR Engineering, Inc. has been retained to prepare a traffic impact study(TIS) for the proposed Jamestown Ranch Subdivision located southeast of the McMillan Road and Black Cat Road intersection in Meridian,Idaho,as shown in Figure 1.1. The scope of this TIS was determined through coordination with the Ada County Highway District (ACHD) and Idaho Transportation Department (ITD) with inputs from the Community Planning Association of Southwest Idaho(COMPASS). The TIS evaluates the potential traffic impacts resulting from background traffic growth, in-process developments in the area, and the proposed development, and identifies improvements to mitigate the impacts if needed. Traffic impacts were evaluated based on the proposed land uses and accesses as shown in the preliminary site plan under weekday AM and PM peak hours traffic conditions. Table 1 summarizes the proposed improvements needed to mitigate the traffic impacts at the study area intersection and roadway segment for the following analysis years traffic conditions: ■ 2021 Existing traffic ■ 2025 Build-out year background traffic ■ 2025 Build-out year total traffic Table 1 —Proposed Improvements Summary 2021 2025 Build-Out Year Intersection Existing Background Total Ten Mile Rd Oand None None None McMillan Rd Quintale St Oand None None None Black Cat Rd Grand Lakes Wy O and N/A N/A WB left-turn lane 1 McMillan Rd McMillan Rd, Black Cat Rd to Site None None None McMillan Rd, Widen to five lanes Site to Ten Mile Rd None None or Alternative mitigation measures 1 Warranted based on ACHD turn lane guidelines; intersection meets minimum operational thresholds without turn lane 1.0 Proposed Development 1.1 Jamestown Ranch Subdivision is a proposed residential development anticipated to contain 294 single- family lots. The anticipated build-out year for the proposed development is 2025 but may change depending on the market conditions. 1.2 Based on the procedures outlined in the Trip Generation Handbook, 3Yd Edition and the Trip Generation Manual, 10`h Edition, both published by the Institute of Transportation Engineers (ITE), the proposed development is estimated to generate approximately 2,804 trips per weekday with 214 trips during the AM peak hour and 286 trips during the PM peak hour. ■ Based on the proposed land use, the development is not expected to attract pass-by trips or retain trips internally within the site ■ All trips generated by the development were assumed to be made by personal or commercial vehicles August 2021 1 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision — Meridian, Idaho 1.3 The estimated site traffic distribution patterns are: ■ 10%traveling on Black Cat Road north of the site ■ 15%traveling on Black Cat Road south of the site ■ 10%traveling on McMillan Road west of Black Cat Road ■ 65%traveling on McMillan Road east of the site • 25%traveling on Ten Mile Road to the north • 10%traveling on McMillan Road to the east • 30%traveling on Ten Mile Road to the south 1.4 The development is proposing to construct one site access on Black Cat Road and one site access on McMillan Road: ■ Quintale Street and Black Cat Road intersection • Located approximately 480 feet south of Black Cat Road aligning with the existing Quintale Street to the west o Optimal location considering the site frontage length and existing accesses on Black Cat Road o Expected to be located outside the influence area of the future roundabout at the Black Cat Road and McMillan Road intersection • No additional turn lanes are warranted based on ACHD turn-lane guidelines under 2025 total traffic conditions • Meets minimum operational thresholds under 2025 total traffic conditions • Have adequate intersection sight distance o Black Cat Road segment along the site frontage is generally flat and straight o Proposed building setback and landscape design should not obstruct intersection sight distance ■ The minimum intersection sight distance for a 50-mph roadway is 555 feet ■ Proposed Grand Lakes Way and McMillan Road intersection • Located approximately 1,340 feet east of Black Cat Road and 980 feet west of Joy Street o The project Design Engineer coordinated and verified the location with ACHD o Grand Lakes Way was originally planned to be aligned with Joy Street to the north in accordance with the ACHD Master Street Map(MSM). However,aligning with Joy Street was not feasible due to the existing power pole and home to the south • Warrants a westbound left-turn lane based on ACHD turn-lane guidelines under 2025 total traffic conditions o The westbound left-turn lane is warranted by 2023 when the development generates approximately 140 PM peak hour trips,which is equivalent to approximately 140 dwelling units • Meets minimum operational thresholds under 2025 total traffic conditions • Have adequate intersection sight distance o McMillan Road segment along the site frontage is generally straight and flat o Proposed building setback and landscape design should not obstruct intersection sight distance ■ The minimum intersection sight distance for a 50-mph roadway is 555 feet 1.5 All internal local streets with front-on housing are anticipated to carry less than 1,000 vehicles per day(vpd) 1.6 Grand Lakes Way should be classified as a collector street: ■ Corresponds with the collector street identified in the MSM August 2021 2 WENGIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho ■ The estimated ADT is 1,725 vpd south of McMillan Road ■ The estimated peak direction peak hour volume is 110 vph, which is below the 425 vph planning threshold for a 2-lane collector street 1.7 No internal local road is anticipated to have straight segments exceeding 750 feet. Therefore, additional traffic calming measures are not needed. 1.8 Jamestown Ranch Subdivision is estimated to generate over 2,800 vpd. With connectivity to the south via Quartet Subdivision and to the east via Volterra Heights Subdivision, Grand Lakes Way will likely exceed 3,000 vpd under long-term build-out conditions without the proposed access on Black Cat Road. Therefore, two site accesses as proposed are necessary to serve the development. ■ Jamestown Ranch Subdivision has over 2,600 feet of site frontage on McMillan Road and approximately 1,300 feet of site frontage on Black Cat Road. Having additional site access on Black Cat Road is expected to improve emergency vehicle access and response time. 2.0 2021 Existing Traffic Conditions 2.1 With 2021 existing traffic, all study area intersections currently meet minimum operational thresholds analyzed with the existing intersection control and lane configurations. In addition,the Quintale Street and Black Cat Road intersection does not warrant turn lanes based on ACHD turn lane guidelines. As a result, no intersection improvements are needed to mitigate 2021 existing traffic operations. 2.2 With 2021 existing traffic,all study area roadway segments meet ACHD level of service planning thresholds with the existing lane configuration. As a result,no roadway capacity improvements are needed to mitigate 2021 existing traffic operations. 3.0 2025 Build-Out Year Background Traffic Conditions (No Site Traffic) 3.1 With 2025 background traffic, all study area intersections are anticipated to continue to meet minimum operational thresholds analyzed with the existing intersection control and lane configurations. In addition, the Quintale Street and Black Cat Road intersection is not anticipated to warrant turn lanes based on ACHD turn lane guidelines. As a result, no intersection improvements are needed to mitigate 2025 background traffic operations. 3.2 With 2025 background traffic, all study area roadway segments are anticipated to continue to meet ACHD level of service planning thresholds with the existing lane configuration. As a result,no roadway capacity improvements are needed to mitigate 2025 background traffic operations. 4.0 2025 Build-Out Year Total Traffic Conditions (Background Plus Site Traffic) 4.1 With 2025 total traffic, all study area intersections are anticipated to continue to meet minimum operational thresholds analyzed with the existing intersection control and lane configurations. The Quintale Street and Black Cat Road intersection is not anticipated to warrant turn lanes based on ACHD turn lane guidelines. As a result,no intersection improvements are needed to mitigate 2025 total traffic operations. 4.2 With 2025 total traffic, the study area roadway segment of McMillan Road between the site and Ten Mile Road is anticipated to exceed ACHD level of service planning thresholds as a three-lane minor arterial during the PM peak hour.However,the segment meets ACHD thresholds during the shoulder hour. Two mitigation options are proposed to mitigate 2025 total traffic: ■ Option 1 —Widen to five lanes between the site and Ten Mile Road • According to the ACHD Capital Improvements Plan (CIP) and MSM, McMillan Road is programmed for only three lanes between McDermott Road and Linder Road August 2021 3 WENGIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho ■ Option 2—Construct alternative mitigation measures within 1.5 miles of the development • As an alternative to the roadway widening which may not be feasible, the developer with coordination from ACHD may choose to construct one or more of the following to offset the development impacts: o Construct bicycle lanes along the site frontage,connecting to the existing bicycle lane terminus west of San Vito Way o Contribute to pedestrian crossing features for the future Black Cat Road and McMillan Road roundabout o Install 3-inch yellow retroreflective sheeting to the existing signal backplates at the Ten Mile Road and McMillan Road intersection This McMillan Road segment is anticipated to exceed ACHD level of service planning thresholds in the PM peak hour by 2024 with an increase of approximately 190 vph in the peak direction during the PM peak hour beyond 2021 existing volumes. By 2024,Jamestown Ranch Subdivision is estimated to have constructed 230 single-family dwelling units, contributing 93 trips in the peak direction during the PM peak hour. 4.3 The estimated site traffic as a percentage of the 2025 total traffic at the study area intersections and roadway segments are: ■ Ten Mile Road and McMillan Road intersection AM Peak=6.1%,PM Peak= 5.2% ■ Quintale Street and Black Cat Road intersection AM Peak= 14.6%,PM Peak= 13.5% ■ McMillan Road between Black Cat Road and site: AM Peak=7.6%,PM Peak=6.7% ■ McMillan Road between site and Ten Mile Road : AM Peak=22.6%,PM Peak= 14.2% August 2021 4 j ENGIIV�RING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho 1 .0 INTRODUCTION CR Engineering, Inc. has been retained to prepare a traffic impact study(TIS) for the proposed Jamestown Ranch Subdivision development located in the southeast area of the Black Cat Road and McMillan Road intersection in Meridian,Idaho. Figure 1.1 shows the site location and its vicinity. The TIS evaluates the potential traffic impacts resulting from traffic growth, in-process developments within the area, and the proposed development, and identifies improvements to mitigate the impacts if needed. Figure 1.1 —Site Location and Vicinity f y - —-- V�1-31ate�t--- �ti [ yx� I I1 .� - Eagle.lNTS State Park r- sAq- WJoplin-Rd ;Spurs-fig r--- ------ - 1 Country " - - C lu b .,' oxtail I� Course., 20 •6hibden'@Iwd L_ Heroes - f Park 1 ,' :• Jamestown Ran c -Subdivision _ r j' MSD 7 -LC . 11 t —rT �_!_ - hL { rWmilian Rd l — -T .:_ 1 ' 73• L17 -b Z.— E- h '" --'., s . i Settlers 7 T �_ t.—..�rtirV Ustick Rd Park - CANYON I Tp ti _ 4 TulFj x - Park M110 op 'W Cherry Ln Meridian ; w_ Middle -$ _ School - Fuller Park Meridian _r: I 1 -T_1 ------- - -, _ x,.. High L .PIr7BL5LE School7J I_ A+lEfld E'Franklin Rd - - rFranklin-fid Y , 1', , i-i F' —I 1 YII I' ' August 2021 5 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision —Meridian, Idaho 1.1 Proposed Development Figure 1.2 shows the preliminary site development plan with the proposed site access locations.Jamestown Ranch Subdivision is a proposed residential development containing 294 single-family lots (one existing lot). The anticipated build-out year is 2025 but may change depending on the market conditions. Based on the preliminary site plan,the development is proposing two full-movement accesses,one on Black Cat Road aligning with Quintale Street and one on McMillan Road. In addition, the development is proposing one stub road connection to the east and two connections to the south with Quartet Subdivision,an in-process development. Figure 1.2—Preliminary Site Plan TTT" i h St Vim O H O 7 A C C 3 H 1.2 Study Approach The TIS was prepared in accordance with ACHD Policy, Section 7106—Traffic Impact Studies. The scope of this TIS was determined through coordination with ACHD and ITD with inputs from the Community Planning Association of Southwest Idaho (COMPASS). Results from the COMPASS area of influence model runs are included in the appendix. 1.3 Study Area The following study area roadway segments were identified by ACHD for traffic impact analysis: • McMillan Road between Black Cat Road and Ten Mile Road • All proposed internal collector streets August 2021 6 WEN GI1yRI1yG,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho The following study area intersections were identified by ACHD for traffic impact analysis: • Ten Mile Road and McMillan Road intersection • Quintale Street and Black Cat Road intersection(site access) In addition, ITD requested site traffic estimates at the Black Cat Road and Chinden Boulevard intersection for estimating the development's proportionate share of their impacts. 1.4 Study Period The analysis periods are weekday AM and PM peak hours of operation of the adjacent transportation system. The analysis years are: • 2021 existing traffic • 2025 build-out year background traffic • 2025 build-out year total traffic 1.5 Analysis Methods and Performance Measure Thresholds Roadway segments under ACHD's jurisdiction were evaluated based on the level of service (LOS) planning thresholds in accordance with Table 2 of ACHD Policy Manual,Section 7106.The roadway segment planning level of service is based on the maximum peak hour directional volume for different roadway functional classifications, the number of through lanes, and the left-turn type. The planning level of service is LOS E for arterial streets and LOS D for collector streets. Intersection capacity analysis was performed using Synchro 10 (Version 10.3.151.0), which utilizes HCM6 methodologies. All parameters used in the analysis were based on existing data when available or Synchro default values,when not available. According to ACHD Policy Manual, the minimum operational threshold for stop-controlled intersections is a volume to capacity(v/c)ratio of 1.00 for the critical lane group. Stop-controlled intersections that are projected to operate at LOS D or worse require signal warrant analysis based on MUTCD guidelines.The minimum operational threshold for signalized intersections is a v/c ratio of 0.90 for the overall intersection and 1.00 for a lane group. The minimum operational threshold for roundabouts is a v/c ratio of 0.85 for the critical lane group. Synchro outputs utilizing the HCM 6tn Edition methodology do not produce an overall intersection v/c ratio as a measure of effectiveness (MOE) for signalized intersections. For this study, the overall intersection v/c ratio was estimated using Synchro based on HCM 2000 methodologies. August 2021 7 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision — Meridian, Idaho 2.0 EXISTING CONDITIONS 2.1 Roadway Network, Lane Configuration, and Intersection Control Table 2.1 summarizes the existing roadway characteristics within the study area. The roadway functional classification is based on the COMPASS 2040 Functional Classification Map. Figure 2.1 summarizes the study area roadway segment and 'intersection control and lane configuration. Table 2.1—Existing Roadway Characteristics Functional Number Posted Speed Roadway Classification of Lanes Limit(mph) Pedestrian Facilities Black Cat Rd Minor Arterial 2 50 • Sidewalks along developed frontages Ten Mile Rd Minor Arterial 5 40 • Sidewalks and bicycle lanes on both sides • Sidewalks along developed frontages McMillan Rd Minor Arterial 2-3 50 . Bicycle lanes between San Vite and Ten Mile Quintale St Local Road 2 20 • Sidewalk on both sides 2.2 Existing Traffic Volumes Weekday AM and PM peak hour intersection turning movement traffic counts and 24-hour daily traffic roadway segment counts were obtained on July 27,2021.The peak hour intersection turning movement counts were collected on a weekday for a 2-hour period at 15-minute intervals between 7:00 and 9:00 during the AM peak travel period hour and between 4:00 and 6:00 during the PM peak travel period. Existing turning movement counts are included in the appendix. Figure 2.2 summarizes the existing peak hour traffic volumes. The Average Daily Traffic (ADT) for the roadway segments from the Black Cat Road and McMillan Road intersection are summarized in Table 2.2. Table 2.2—2021 Existing ADT Summary Roadway Segment ADT Count Date South of McMillan Road 5,642 Black Cat Road North of McMillan Road 5,999 July 27,2021 West of Black Cat Road 4,909 McMillan Road East of Black Cat Road 6,722 August 2021 8 j ENGIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho Figure 2.1 —Study Area Roadway Segment and Intersection Control and Lane Configuration J Spurt-ing Country Club, yoxtail _ Golf, - - -i .NTS W.Ghi'Li(3$l �F )Ytt r S'L �r r � '` . Park r - VVIh}Icrwlillan l;d ;3 U� r.. , ;.; 7- Quintal0 St 2 SITE �- — L fic L CE E.. i ID — — ,--- —, -- -1h+ lJstickRd ' -- Park - t Tully Park -.. ..� re - - -- ' VV Ch'try Lri fyleridian I r" —. 1 Ten Mile Rd&McMillan Rd 2 Quintale St&Black Cat Rd 111 N V 0 a 3`,,Grand Lakes Wy&McMillan Rd 4 Black Cat Rd&Chinden Blvd ITD Only Requires Site Traffic Estimate M Proposed Site Access August 2021 9 WEN GI1yRI1yG,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho Figure 2.2—2021 Existing Peak Hour Traffic -f Lf SpurNin9 - - - - - - Country, NTS Club, roxtail I + tii{s- I Golf, -� -- .. Course. 20 W- hinden-Blvd r r I- -- a�� 4 Ffe roe s - - - r _ Park i - - MSa , Property. b'a,rvlcr4 ;� �T?��., la Rd -r ---4' -- L — Quintald St 5f I � - qp �-Ll I I � E I m '^ �� - --� , --- Settlers f o-- - r----WUstickRd ' �__ Park ' Ic -- _- _ at _s - t Tully -" t Park .. 4',' C:17::rr•; Ln Meridian - lii 1 Ten Mile Rd&McMillan Rd 2 Quintale St&Black Cat Rd 13 534 69 2 131 43 , 40 12 , 152 119 101 115 9 -) 1 1 94 391 104 AM 2 184 AM 1 Ten Mile Rd&McMillan Rd 2 Quintale St&Black Cat Rd 47 612 215 12 261 40 112 9 177 324 59 134 10 212 709 124 PM 17 221 PM August 2021 10 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision —Meridian, Idaho 2.3 Intersection Crash Data The most current five-year crash data (2015-2019) was obtained from the Local Highway Technical Assistance Council(LHTAC)website(http://gis.lhtac.or safety/). Table 2.3 summarizes the crash data statistics for the study area intersections. Based on the crash frequency, no apparent safety issues were observed at the study area intersections within the five-year span. The historical crash data shows: • There were 20 reported crashes at the Ten Mile Road and McMillan Road intersection o There were no fatal crashes recorded at the intersection 0 90%(18)of the crashes were head-on, angle-turning, or 9 rear-end crashes 0 65%(13)of the crashes were due to failure to yield or following too close o The estimated crash rate for the Ten Mile Road and McMillan Road intersection is 0.396 crashes per million entering vehicles (ACC/MV)based on the current traffic volumes o The Ten Mile Road segment was widened to have two continuous through lanes from Chinden Boulevard to Ustick Road in 2019-2020, removing the merge points approximately 650 feet downstream from the signal. This improvement is expected to improve the intersection operations and reduce potential crashes • There were no reported crashes at the Quintale Street and Black Cat Road intersection Table 2.3—Intersection Crash Data(2015-2019) Crash Severity Total Crash Rate Intersection Crashes PDO Injury Fatal Notes ACC/MV Ten Mile Rd • 9(45%)head-on or angle crashes,9 rear-end crashes O and 20 12 8 0 . 13(65%)crashes due to failure to yield or following 0.396 McMillan Rd too close Quintale St Oand No crashes were reported at this intersection - Black Cat Rd 2.4 Roadway Segment Planning Level of Service The study area roadway segments were evaluated based on ACHD level of service planning thresholds. Based on the traffic volumes and roadway characteristics,McMillan Road was broken into two separate segments. Table 2.4 summarizes the roadway segment level of service with existing traffic and lane configuration. All study area roadway segments currently meet ACHD level of service planning thresholds with 2021 existing traffic volumes. Table 2.4—Roadway Segment Planning Level of Service—2021 Existing Traffic ACHD Peak Hour Meets Functional Planning Directional Volume LOS Classification Left-Turn Threshold [vphl Planning Roadway Segment (No.of Lanes) Lane Type [vph] AM Peak PM Peak Threshold? East of Black Cat Rd Minor Arterial None 575 250 367 Yes McMillan Rd Minor Arterial TWLTL w/ West of Ten Mile Rd (3) partial median 720-770 296 583 Yes August 2021 11 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision - Meridian, Idaho 2.5 Intersection Operations To determine the existing traffic operations,the study area intersections were analyzed with the existing intersection control and lane configuration with 2021 existing peak hour traffic volumes. Copies of the analysis reports are included in the appendix. Table 2.5 summarizes the intersection capacity analysis results. All study area intersections currently meet minimum operational thresholds under 2021 existing traffic conditions. Table 2.5-Intersection Operations-2021 Existing Peak Hour Traffic Intersection AM Peak Hour PM Peak Hour or Delay We Delay We Intersection Control/Lane Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection B 18 0.43 C 23 0.65 EBL B 17 0.13 C 23 0.21 EBT C 23 0.55 C 29 0.58 EBR C 22 0.44 C 26 0.23 II WBL B 17 0.37 C 21 0.42 ++�Ten Mile Rd WBT B 19 0.36 D 40 0.86 lO and 00 WBR B 18 0.14 C 24 0.35 McMillan Rd NBL B 13 0.29 B 15 0.55 NBT B 16 0.43 C 22 0.70 NBR B 15 0.25 B 18 0.28 SBL B 12 0.19 B 16 0.60 SBT B 18 0.61 C 22 0.58 SBR B 14 0.04 B 17 0.11 EB A 10 0.03 B 11 0.03 Quintale St NBL A 8 <0.01 A 8 0.02 2O and Black Cat Rd NBT - - - - - - SBTR - - - - 2.6 Roadway Segment Mitigation All study area roadway segments currently meet ACHD level of service planning thresholds with the existing lane configuration and 2021 traffic volumes. As a result, no roadway capacity improvements are needed to mitigate existing traffic operations. 2.7 Intersection Mitigation All study area intersections currently meet minimum operational thresholds with the existing intersection control and lane configuration. In addition, the Quintale Street and Black Cat Road intersection does not warrant a southbound right-turn lane based on ACHD turn lane guidelines. As a result, no intersection improvements are needed to mitigate 2021 existing traffic operations. August 2021 12 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision — Meridian, Idaho 3.0 2025 BUILD-OUT YEAR BACKGROUND TRAFFIC CONDITIONS 3.1 Roadway Network The study area roadways and intersections are expected to remain the same as the existing conditions for the 2025 background traffic analysis. There are projects programmed on the study area roadways or intersections in the ACHD 2020 Capital Improvements Plan (CIP),ACHD FY2021-2025 Integrated Five-Year Work Plan (IFYWP), and the ACHD 2020 Master Street Map(MSM). Table 3.1 summarizes the projects programmed in the study area. In 2019, ITD completed the Idaho 16 Corridor Phasing Plan between US 20/26 and Interstate 84. Idaho 16 will be a limited-access expressway with junctions at US 20/26, Ustick Road, and Franklin Road with an interchange at Interstate 84. Overpasses are planned at McMillan Road and Cherry Lane. Completion of the interim corridor is anticipated by 2025. Table 3.1—Planned Improvements Summary Transportation Construction Plan Project Year Funding McMillan Road from McDermott Road to Black Cat Road 2036-2040 Funded Reconstruct/widen to 3 lanes McMillan Road from Black Cat Road to Ten Mile Road Reconstruct/widen to 3 lanes;shift ROW north of roadway to avoid power 2031-2035 Funded poles/canal McMillan Road from Ten Mile Road to Linder Road 2031-2035 Funded ACHD 2020 CIP Reconstruct/widen to 3 lanes Black Cat Road from Chinden Boulevard to McMillan Road 2036-2040 Funded Reconstruct/widen to 5 lanes Black Cat Road from McMillan Road to Ustick Road 2031-2035 Funded Reconstruct/widen to 5 lanes Black Cat Road and McMillan Road intersection 2031-2035 Funded Reconstruct/widen approaches and construct a multilane roundabout ACHD 2021-2025 Black Cat Road and McMillan Road intersection Future Unfunded IFYWP Reconstruct/widen approaches and construct a multilane roundabout Black Cat Road and McMillan Road Intersection Future Unfunded Dual-lane roundabout McMillan Road from McDermott Road to Black Cat Road Future Unfunded Reservation for 3 lanes ACHD 2020 MSM McMillan Road from Black Cat Road to Ten Mile Road Future Unfunded Reservation for 3 lanes Black Cat Road from Chinden Boulevard to McMillan Road Future Unfunded Reservation for 5 lanes Black Cat Road from McMillan Road to Ustick Road Future Unfunded Reservation for 5 lanes August 2021 13 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision — Meridian, Idaho 3.2 Background Traffic 2025 background traffic was estimated by extrapolating the 2021 existing traffic counts by the following annual growth rates: • 2.0%per year on Black Cat Road • 5.0%per year on Ten Mile Road and McMillan Road • No annual traffic growth on Quintale Street These growth rates are based on COMPASS forecasts and are assumed to include all in-process developments in the area. Figure 3.1 summarizes the estimated 2025 build-out year AM and PM peak hour background traffic. 3.3 Roadway Segment Planning Level of Service Table 3.2 summarizes the roadway segment level of service with the existing lane configurations and 2025 background traffic volumes. All study area roadway segments are anticipated to continue to meet ACHD planning level of service thresholds. Table 3.2—Roadway Segment Level of Service—2025 Build-Out Year Peak Hour Background Traffic ACHD Peak Hour Meets Functional Planning Directional Volume LOS Classification Left-Turn Threshold [vph] Planning Roadway Segment (No.of Lanes) Lane Type [vph] AM Peak PM Peak Threshold? Black Cat Rd to site Minor Arterial None 575 290 447 Yes McMillan Rd Minor Arterial TWLTL w/ Site to Ten Mile Rd (3) partial median 720-770 360 709 Yes August 2021 14 WEN GI1yRI1yG,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho Figure 3.1 —2025 Build-Out Year Peak Hour Background Traffic Spur,uing - - - - - - • mil___ Ile 1 Country, NT5 Club, roxtail I it Golf, -� 1 -- Course. + 20_�, W- hinden-Blvd r r I_ -- f � '• _ F4e roe s - - I Park - - M-61D , O T?� r rvlc:b'ar4'lillan Rd � -- Quintald St tfTE ` - — - - qp �- L -Ll I I � r�_ .2 Is I _ E 1 m -^ �� - --� , --- Settlers f o-- - r----WUstickRd ' �__ Park ' Ic -- _- _ at _s - t Tully - t Park .. tiz } Vv' Chu rr; Ln - bleridian - 1 Ten Mile Rd&McMillan Rd 2 Quintale St&Black Cat Rd 16 649 84 2 142 52 , 49 12 , 185 145 123 140 9 � 1 1 114 475 126 AM 2 199 AM 1 Ten Mile Rd&McMillan Rd 2 Quintale St&Black Cat Rd 57 744 261 12 283 49 136 9 215 394 72 163 10 258 862 151 PM 17 239 PM August 2021 15 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision - Meridian, Idaho 3.4 Intersection Operations To determine the 2025 background traffic operations,the study area intersections were analyzed with the existing intersection control and lane configuration with 2025 build-out year background traffic volumes. Copies of the analysis reports are included in the appendix. Table 3.3 summarizes the intersection capacity analysis results. All study area intersections are anticipated to continue to meet minimum operational thresholds under 2025 background peak hour traffic conditions. Table 3.3-Intersection Operations-2025 Build-Out Year Background Traffic Intersection AM Peak Hour PM Peak Hour or Delay v/c Delay v/c Intersection Control/Lane Lane Group LOS [s/vehl Ratio LOS [s/vehl Ratio Intersection B 19 0.50 C 32 0.77 EBL C 20 0.15 C 33 0.32 EBT C 27 0.62 D 40 0.60 EBR C 26 0.50 C 35 0.24 WBL B 19 0.44 C 28 0.53 Ten Mile Rd WBT C 22 0.40 D 51 0.89 lO and 0 WBR C 20 0.15 C 32 0.36 McMillan Rd } NBL B 14 0.37 C 22 0.72 -Tr r NBT B 17 0.46 C 30 0.75 NBR B 16 0.27 C 24 0.30 SBL B 13 0.24 C 28 0.81 SBT B 19 0.64 C 28 0.62 SBR B 15 0.04 C 22 0.11 .� EB B 10 0.03 B 11 0.03 Quintale St NBL A 8 <0.01 A 8 0.02 O and Black Cat Rd NBT - - - - - - '�i SBTR - - - 3.5 Roadway Segment Mitigation Based on the estimated 2025 background peak hour traffic,all study area roadway segments are anticipated to meet ACHD planning level of service thresholds with the existing lanes.As a result,no roadway capacity improvements are proposed to mitigate 2025 background operations. 3.6 Intersection Mitigation All study area intersections are anticipated to meet minimum operational thresholds with the existing intersection control and lane configuration. In addition,no turn lanes are warranted at the Quintale Street and Black Cat Road intersection based on ACHD turn lane guidelines. Therefore,no intersection improvements are needed to mitigate 2025 build-out year background traffic operations. August 2021 16 WEN GIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho 4.0 2025 BUILD-OUT YEAR TOTAL TRAFFIC CONDITIONS 4.1 Site Traffic 4.1.1 Trip Generation Site trip generation is estimated using the procedures recommended in the latest edition of the Trip Generation Manual (loth edition), published by the Institute of Transportation Engineers. Table 4.1 summarizes the site trip generation.Jamestown Ranch Subdivision is estimated to generate approximately 2,804 trips per weekday with 214 trips during the AM peak hour and 286 trips during the PM peak hour. Table 4.1—Build-Out Site Traffic Trip Generation Summary ITE Tota I Land Use Code Size Unit Period Trips Entering Exiting Weekday Daily (vpd) 2,804 50% 1,402 50% 1,402 Single-Family Detached Housing 210 294 DU AM Peak Hour(vph) 214 25% 53 75% 161 PM Peak Hour(vph) 286 63% 180 37% 106 4.1.2 Trip Capture Based on the proposed land use,the development is not expected to retain trips within the site. 4.1.3 Pass-by Trips Based on the proposed land use,the development is not expected to generate pass-by trips. 4.1.4 Modal Split For traffic analysis purposes, all trips generated by the development were assumed to be made by personal and commercial vehicles. 4.1.5 Trip Distribution and Assignment Site traffic was distributed and assigned to the external roadway system based on current travel patterns,site layout, and the general location of the site within the area. Figure 4.1 summarizes the expected site traffic distribution patterns. Site traffic was assigned to the adjacent roadways with the proposed site access as shown in the preliminary site plan. With a connection to Viso Street, some residents along the eastern site boundary having trip origins/destinations east of the site are expected to use San Vito Avenue to access McMillan Road. With connections to the south, some residents along the southern site boundary having trip origins/destinations south of the site are expected to use San Remo Avenue to access Black Cat Road. San Remo Avenue is a proposed collector street within the proposed Quartet Subdivision, planned to be constructed by 2024 per the ACHD Staff Report. Figure 4.2 and Figure 4.3 summarize the estimated build-out AM and PM peak hour site traffic. 4.2 Total Traffic The site traffic is then added to the 2025 background traffic as determined above to obtain the 2025 total traffic. Figure 4.4 summarizes the estimated 2025 build-out year peak hour total traffic at the study area intersections. August 2021 17 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision — Meridian, Idaho Figure 4.1—Estimated Site Traffic Distribution Patterns I_ I Star State St 57 k f_ Ali :+-�� `��{�wh.laan _ NrS N.-Joplin-Rd I _ - - llspun'�n9 E Meridian___' -- ICountl11 Club.}' - -. oxtail Galt F ��F� - - i Course., 20 L�-Ghin en•Blvcl `� IL -+ L�--�q _.Harass -----' I �� Park - ` —;� �25% Property 100/0 ,r_65% 10% I —fig 11V,lAcM I -�-► �► - i -_ SITE ' U - 150/0 _. _ 30% t -- I - - z- [C rT _ _ _ I s - — .� i Settlers q ADA E-- ;$ --- Park CANYON I I — — Tp 'lam_ -VV.Ustick R - i •-- , r i [c Tully - - Park mill I 3;7 W Cherry Ln Meridian' Middle ' - Meridian Ftiller Park } - High imp School --- - -- - {V'1.Pine.�Ave Merid I I ;�.. r L. �' r!Mit ---E-Franklin Rd - 'VV Franklin-Rd irf 1 August 2021 18 WEN GI1yRI1yG,INC. Traffic Impact Study Jamestown Ranch Subdivision-Meridian, Idaho Figure 4.2-2025 Build-Out Year AM Peak Hour Site Traffic -f Lf Spur'!i '3 - - - - - - �•�• mil_-_ r �. - �� Country, NTS Club roxtail Fr I Golf, -i -- Course. __ _ F4e roe s - - I Park - - i - r ... NISl7 , Properry. L F• i �� _ �_ ' 'S I_ + O O i Tr �rvlc:r4'lillan �a - � 3 -W. - - .,_ = -- Quintald St 2 S E — I' - l 4 73 S Vito Ave-, 1 San Remo Ave � ?� n� r r I -- E ----Vlr U� ick Rd I I r-- Park Ic Tully - Park -.. R - _ '4'rhu rr�; Ln ' C bleridi�n - 1 Ten Mile Rd&McMillan Rd 2 Quintale St&Black Cat Rd 3 Grand Lakes Wy&McMillan Rd 14 0 0 0 5 9 40 , � 0 0 30 16 5 0 -0_ 0 16 — 5 49 � � 0 0 � f- 14 8 � � 26 16 0 0 0 2 4 23 74 4 Black Cat Rd&Chinden Blvd 50 San Vito Ave&McMillan Ave 60 San Remo Ave&Black Cat Rd 0 0 0 19 0 0 0 0 0 0 0 0 0 0 - -► 0 90 --► — 31 4 � � 1 � 5 0 -) (- 4 1 r- -� 1 r• 14 0 2 6 2 0 0 15 August 2021 19 j ENGIIV RWM,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho Figure 4.3—2025 Build-Out Year PM Peak Hour Site Traffic -f Lf Spur&in9 - - - - - - �•�• mil_-_ r �. - ,� Country, NTS Club roxtail Golf, -i Ir -- Course. 20 W-Chinde 4'ud. r Pleroes.- PlIrl. t r ...Piaperty 5 T?7 r _ rwlc rwli l la n-lid Quintald St r - I --i C} Is _ 1 0" 1 -� _ _— , Settlers - E- _..-.---bar Uptick Rd � ' -- Park Ic Tully - -1 � Park r I bleridian - 1 Ten Mile Rd&McMillan Rd 2 Quintale St&Black Cat Rd 30 Grand Lakes Wy&McMillan Rd 45 0 0 0 3 34 ..) j i,� j ('. 26 , 0 0 , t- 20 11 18 0 � � 0 10 — — 18 32 � � 0 0 � c10 25 � (- 85 � 1 r• 1 r• r• 54 0 0 0 5 17 14 51 4 Black Cat Rd&Chinden Blvd 5 San Vito Ave&McMillan Ave 6 San Remo Ave&Black Cat Rd 0 0 0 13 0 0 0 0 0 0 L0 0 0 0 0 61 103 15 � � 3 � 3 0 � � 14 10 0 1 22 5 0 0 8 August 2021 20 WEN GI1yRI1yG,INC. Traffic Impact Study Jamestown Ranch Subdivision-Meridian, Idaho Figure 4.4-2025 Build-Out Year Peak Hour Total Traffic -f Lf Spur&in9 - - - - - - �•�• mil_-_ r �. - � - --- - '? —k �fl CountryNTS Club roxtailGolf,Course. +20 W- hinden.Blvd . r I ., f � '• _ F4e roe s - - I Park - - ... NISl7 - r t Property. � I I a TT—��_-I —� ba.rvlc:r4'lillan Rd 3 - --+� ---- T Quintald Dr 2 ti77 - - - - _ I ' -.- --- -- I I � E I _�-;� - --� , --- ` i Settlers .r o-- - -s''' ---�-- bar Ustick Rd ' L__ Park ' Ic -- _- _ at _s - t Tully - t - - Park -. k 4',' C:17::rr•; Ln bleridli)n 1 Ten Mile Rd&McMillan Rd 2 Quintale St&Black Cat Rd 30 Grand Lakes Wy&McMillan Rd 30 649 84 2 147 9 ..) j i,� j (,. 92 , 49 12 , A\- 30 201 150 0 � � 0 306 186 172 140 9 c 14 8 -� 26 � 1 r• 1 r• r• 130 475 126 AM 2 201 4 AM 23 74 AM 1 Ten Mile Rd&McMillan Rd 2 Quintale St&Black Cat Rd 3 Grand Lakes Wy&McMillan Rd 102 744 261 12 286 34 75 -, 136 9 20 226 412 0 --- 0 274 -,4— 465 104 � � 163 10 � � 10 25 � � 85 1 r' 1 r r' 312 862 151 PM 17 244 17 PM 14 51 PM August 2021 21 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision -Meridian, Idaho 4.3 Roadway Segment Planning Level of Service Table 4.2 summarizes the roadway segment level of service with the existing lane configurations and 2025 total peak hour traffic. One study area roadway segment is anticipated to exceed ACHD level of service planning thresholds under 2025 build-out year peak hour total traffic: • McMillan Road west of Ten Mile Road Table 4.2-Roadway Segment Planning Level of Service-2025 Build-Out Year Peak Hour Total Traffic ACHD Peak Hour Meets Functional Planning Directional Volume LOS Classification Left-Turn Threshold [vph] Planning Roadway Segment (No.of Lanes) Lane Type [vph] AM Peak PM Peak Threshold? Black Cat Rd to site Minor(Arterial None 575 314 479 Yes McMillan Rd Minor Arterial TWLTL w/ Site to Ten Mile Rd (3) partial median 720-770 465 826 No 4.4 Intersection Operations To determine the 2025 total traffic operations, the study area intersections were analyzed with the existing intersection control and lane configuration with 2025 build-out year total traffic volumes. Copies of the analysis reports are included in the appendix. Table 4.3 summarizes the intersection capacity analysis results.All study area intersections are anticipated to meet minimum operational thresholds under 2025 total peak hour traffic conditions. Table 4.3-Intersection Operations-2025 Build-Out Year Total Traffic Intersection AM Peak Hour PM Peak Hour or Delay v/c Delay v/c Intersection Control/Lane Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio Intersection C 21 0.52 D 36 0.85 EBL C 20 0.26 C 34 0.47 EBT C 28 0.62 D 40 0.58 EBR C 29 0.64 D 37 0.32 WBL B 20 0.44 C 29 0.53 Ten Mile Rd WBT C 24 0.41 E 59 0.91 1� and 0 WBR C 22 0.16 C 33 0.36 McMillan Rd NBL B 15 0.42 D 35 0.85 NBT B 18 0.46 C 33 0.77 NBR B 16 0.27 C 26 0.31 SBL B 14 0.24 C 32 0.82 SBT C 21 0.65 C 33 0.68 SBR B 16 0.07 C 27 0.22 EB B 11 0.04 B 13 0.05 Quintale St WB B 11 0.07 B 12 0.06 O and NBL A <0.01 A 8 0.02 Black Cat Rd NBTR SB A 8 0.01 A 8 0.03 August 2021 22 WENGI1VRING,INC. Traffic Impact Study Jamestown Ranch Subdivision —Meridian, Idaho 4.5 Roadway Segment Mitigation Based on the estimated 2025 total peak hour traffic, the McMillan Road segment west of Ten Mile Road is anticipated to exceed the ACHD level of service planning thresholds during the PM peak hour. However, further review of the volumes during the shoulder hour(3:00-4:00 pm)shows this roadway segment is below the planning threshold, as summarized in Table 4.4. The 6:00-7:00 pm shoulder hour volumes were not available. McMillan Road is programmed to be widened to three lanes from McDermott Road to Linder between 2031-2040. McMillan Road has already been widened to three lanes along the developed frontages from west of San Vito Avenue to Ten Mile Road. Since the McMillan Road segment west of Ten Mile Road meets the shoulder hour volumes as a three-lane minor arterial, alternative mitigation measures within 1.5 miles of the site are proposed to mitigate the development impacts. Potential alternative mitigation measures may include one or more of the following: • Construct sidewalks on McMillan Road along the site frontage connecting to the existing sidewalk west of San Vito Avenue • Construct bicycle lanes on McMillan Road along the site frontage connecting to the existing bicycle lane west of San Vito Avenue • Contribute to pedestrian crossing features for the future Black Cat Road and McMillan Road roundabout • Install 3-inch yellow retroreflective sheeting to the existing signal backplates at the Ten Mile Road and McMillan Road intersection Based on additional analysis,this McMillan Road segment is anticipated to exceed ACED level of service planning thresholds in the PM peak hour by 2024 with an increase of approximately 190 vph in the peak direction during the PM peak hour beyond 2021 existing volumes. By 2024, Jamestown Ranch Subdivision is estimated to have constructed 230 single-family dwelling units, contributing 93 trips in the peak direction during the PM peak hour. Table 4.4—Roadway Segment Planning Level of Service—2025 Build-Out Year Shoulder Hour Total Traffic ACHD Shoulder Hour Meets Functional Planning (3-4pm) LOS Classification Left-Turn Threshold Directional Volume Planning Roadway Segment (No.of Lanes) Lane Type [vph] [vph] Threshold? McMillan Rd West of Ten Mile Rd Minor Arterial TWLTL w/ 720-770 675 Yes (3) partial median 4.6 Intersection Mitigation All study area intersections are anticipated to meet minimum operational thresholds under 2025 total traffic conditions with the existing intersection control and lane configuration. The Quintale Street and Black Cat Road intersection is not anticipated to warrant turn lanes based on ACHD turn-lane guidelines.Therefore,no intersection improvements are needed to mitigate 2025 build-out year total traffic operations. Table 4.5 summarizes the site traffic percentage of total traffic entering the study area intersections during the peak hours. August 2021 23 WEN GI1yRI1yG,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho Table 4.5—Build-Out Site Traffic Percentage of 2025 Total Traffic % Site Traffic of 2025 Total Traffic Intersection AM Peak PM Peak Average Ten Mile Rd Ol and 6.1% 5.2% 5.7% McMillan Rd Quintale St O and 14.6% 13.5% 14.1% Black Cat Rd McMillan Rd, 7 6% 6 7% 7.2° Black Cat Rd to Grand Lakes Wy �° McMillan Rd, 22.6% 14.2% 18.4% Grand Lakes Wy to Ten Mile Rd 4.7 Site Access, Circulation, and Internal Roadway ADT Figure 4.5 shows the proposed site access locations, site circulation, and estimated Average Daily Traffic (ADT) on the internal roadway. Jamestown Ranch Subdivision is proposing to construct one full movement site access on Black Cat Road, Quintale Street, and one full movement access on McMillan Road, Grand Lakes Way. Additionally, the site will be connecting to Viso Street to the east with Volterra Heights Subdivision and two connections to the south at Sunny Side Avenue and Joy Street proposed with Quartet Subdivision. According to ACHD Policy (Section 7205.4), the minimum access spacing requirements on Black Cat Road and McMillan Road, 50-mph minor arterial roadways along the site frontage, are: • 1,320 feet('/4 mile) separation for unsignalized collector streets 660 feet minimum spacing for local streets • 425 feet minimum spacing for driveways The proposed Quintale Street on Black Cat Road aligns with the existing Quintale Street, a local street to the west, which is the optimal location considering the available site frontage and other accesses on Black Cat Road. Jamestown Ranch Subdivision has approximately 1,300 feet of site frontage on Black Cat Road. The proposed Quintale Street could be shifted 660 feet to the south along the southern site boundary. However,this would put it approximately 560 feet north of the existing Grand Rapids Drive, which would not meet the 660-feet minimum local road spacing on a minor arterial. The project Design Engineer coordinated with ACHD on the proposed Grand Lakes Way location on McMillan Road. Grand Lakes Way was originally planned to be aligned with Joy Street to the north, corresponding to the collector street alignment identified in the ACHD MSM. However,due to the existing power pole and home to the south, aligning with Joy Street was not feasible. Field review photos are included in the appendix. Thus, Grand Lakes Way was shifted approximately 980 feet west of Joy Street at McMillan to the approximate center of the site. This location preserves the 1/4 mile separation from Black Cat Road. The ending location of Grand Lakes Way matches with the Joy Street MSM planned alignment. Three internal intersections are proposed on Grand Lakes Way within Jamestown Ranch Subdivision.Bridle Horse Street is approximately 400 feet south of McMillan Road,Blue Whistler Street is approximately 790 feet southeast of Bridle Horse Street, and Davey Street is approximately 870 feet southeast of Blue Whistler Street. All three internal intersections on Grand Lakes Way meet the 330 feet spacing between local roads on a collector street. All internal local roads with front-on housing are anticipated to carry less than 1,000 vpd. Grand Lakes Way is anticipated to carry less than 2,000 vpd with a maximum directional peak hour volume of less than 425 vph,which is below the ACHD planning threshold for a 2-lane collector street. August 2021 24 j ENGIIVRIIVG,INC. Traffic Impact Study Jamestown Ranch Subdivision-Meridian, Idaho Figure 4.5-Site Access,Circulation, and ADT w t --* ---- -- - - - - --- - - - - r - - - II_ ___ - ____ �ti1.LZ� --- Y--,S ti:T' r- t- s i- < r s 480' ilia — A . NTS Ti a nntale'S Vita St BVolterra Height ".` y L K � Subdivisidi� r r_✓ - , c r i 131UGHTON r.aee.*s�w„er•mr�.nri August 2021 25 WEN GIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho As shown in Figure 4.5, some site traffic is anticipated to travel through the adjacent neighborhoods to access the transportations system. Similarly, some of the adjacent neighborhood traffic is anticipated to redistribute through the site to access the transportation system,offsetting the traffic increase. Based on the site layout and connectivities to the adjacent neighborhoods, cut-through traffic is not expected through the site between McMillan Road and Black Cat Road. Table 4.6 summarizes the Grand Lakes Way and McMillan Road intersection capacity analysis results under build- out conditions with and without the warranted westbound left-turn lane,as well as all proposed internal intersections on Grand Lakes Way. Traffic volumes for the internal intersections are in the Synchro output reports in the appendix. All site access intersections are anticipated to meet ACHD thresholds under 2025 build-out total traffic conditions. Sensitivity analysis was conducted for the internal intersections on Grand Lakes Way to confirm long-term connections and potential increased travel volume from the adjacent neighborhoods on Grand Lakes Way will not negatively affect these internal intersections. For a conservative analysis, approximately 150 vehicles were added as through traffic in the AM peak hour and 200 vehicles in the PM peak hour. Traffic volumes for the internal intersections with the sensitivity analysis adjustments are in the Synchro output reports in the appendix. Table 4.7 summarizes the results. All internal site access intersections are anticipated to operate at LOS C or better,meeting ACHD thresholds. In addition, no turn lanes are warranted on Grand Lakes Way with the sensitivity analysis volumes. Table 4.6—Site Access Intersection Operations—2025 Build-Out Year Total Traffic Intersection AM Peak Hour PM Peak Hour Control/Lane or Delay v/c Delay v/c Intersection Site Improvements Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio WBL A 8 0.02 A 8 0.08 WBT - - - - - - i Grand Lakes Wy y A EBTR - - - - - - 3O and NB B 12 0.18 B 13 0.14 McMillan Rd WB A 8 0.02 A 8 0.08 EB - - - - - NB B 12 0.18 B 14 0.15 EB A 10 0.04 B 10 0.03 Bridle Horse St } a� WB A 9 0.04 A 9 0.02 O and Grand Lakes Wy + + NB - - - - - - -Y' SB A 7 0.01 A 7 0.03 Blue Whistler St EB BO and WB - - - - Grand Lakes Wy �' NB A 9 0.03 A 9 0.02 - WB A 8 0.02 A 8 0.01 Davey St CO and +' NB - - - - - Grand Lakes Wy r' SB A 7 <0.01 A 7 0.01 August 2021 26 WEN GIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho Table 4.7—Site Access Intersection Operations—2025 Build-Out Year Total Traffic(Sensitivity Analysis) Intersection AM Peak Hour PM Peak Hour Control/Lane or Delay v/c Delay v/c Intersection Site Improvements Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio WBL A 8 0.05 A 9 0.18 WBT - - - - - � Grand Lakes Wy „ EBTR� 3) and NB B 13 0.35 B 14 0.27 McMillan Rd WB A 8 0.05 A 9 0.18 EB - - - - - - ' NB B 15 0.38 C 19 0.37 EB B 11 0.05 B 12 0.04 Bridle Horse St } ' �� WB A 9 0.05 A 9 0.03 O and Grand Lakes Wy + + NB - - - - - - SB A 8 0.01 A 8 0.03 EB - - - - - - Blue Whistler St Oand WB - - - - - Grand Lakes Wy �'' NB A 10 0.03 B 10 0.02 WB A 9 0.03 B 10 0.06 Davey St C and +- NB - - - - - Grand Lakes Wy r� SB A 8 0.01 A 8 0.01 The maximum allowable ADT on one collector street access is 3,000 ADT when no additional access is provided. Jamestown Ranch Subdivision is estimated to generate approximately 2,800 vpd. With build-out and full connectivity from the south via Quartet Subdivision and to the east via Volterra Heights Subdivision,Grand Lakes Way may exceed 3,000 vpd under long-term build-out conditions without the site access on Black Cat Road. Therefore, two site accesses as proposed are recommended to best serve the development. Jamestown Ranch Subdivision has over 2,600 feet of site frontage on McMillan Road and approximately 1,300 feet of site frontage on Black Cat Road. Having additional site access on Black Cat is expected to improve emergency vehicle accessibility and response time. Intersection sight distance was reviewed on Black Cat Road and McMillan Road at the proposed access locations. Field review photos are included in the appendix. There is adequate intersection sight distance at both site access locations for the 50-mph posted speed limits,as Black Cat Road and McMillan Road are generally straight and flat along the site frontages. Proposed building setback and landscape design should not obstruct intersection sight distance. No local road within Jamestown Ranch Subdivision has a straight segment exceeding 750 feet. Therefore, traffic calming measures are not needed. August 2021 27 j ENGIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho APPENDIX A: SCOPE August 2021 A MGmail Chhang Ream <chhream@gmail.com> FW: James Ranch Subdivision TIS - Influence Area Modeling 1 message Mary Ann Waldinger<MWaldinger@compassidaho.org> Tue, Jul 20, 2021 at 12:18 PM To: Chhang Ream <chhream@gmail.com> Cc: Mitch Skiles <mskiles@compassidaho.org> Hi Chhang, Please see ACHD's recommenda. ons below. M From: Paige Bankhead [mailto:pbankhead@achdidaho.org] Sent:Tuesday,July 20, 2021 12:05 PM To: Mary Ann Waldinger<MWaldinger@compassidaho.org>; Mindy Wallace<mwallace@achdidaho.org>; Sarah.Arjona@itd.idaho.gov; Regan.Hansen@itd.idaho.gov Subject: RE:James Ranch Subdivision TIS- Influence Area Modeling Good Morning, ACHD would like the following included in the study: • The collector road on McMillan Road should align with Joy Street—it seems like there should be enough room to make it work. • All site accesses proposed on McMillan Road and Black Cat Road • McMillan Road from Black Cat Road to Ten Mile Road • McMillan Road/Ten Mile Road intersec on Kind Regards, Paige Bankhead, E.I. Assistant Traffic Engineer Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 From: Mary Ann Waldinger<MWaldinger@compassidaho.org> Sent:Wednesday,July 14, 2021 10:51 AM To: Mindy Wallace<Mwallace@achdidaho.org>; Paige Bankhead <pbankhead@achdidaho.org>; Sara h.Arjona@itd.idaho.gov; Regan.Hansen@itd.idaho.gov Subject: FW:James Ranch Subdivision TIS- Influence Area Modeling CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hello, COMPASS received the following request for an area of influence model run.This proposal is located near the new SH 16 extension and five other proposals with recent model runs.Therefore,the cumula ve model run includes all five of them -the most recent for a private K-12 school (sent by Mitch on 7/8). Please let me know if you have any ques ons. Thank you, MaryAnn Waldinger I Principal Planner Technical Services Team Lead Community Planning Association (COMPASS) 700 NE 2nd Street, Suite 200 Meridian, ID 83642 Direct: 208-475-2242 1 Main: 208-855-2558 http://www.compassidaho.org In 9 CD From: Chhang Ream [mailto:chhream@gmail.com] Sent:Thursday,July 8, 2021 3:36 PM To: Mary Ann Waldinger<MWaldinger@compassidaho.org> Subject:James Ranch Subdivision TIS- Influence Area Modeling Hi M, We've been on-hold requesting influence area modeling. I hope the model recalibration with the SH 16 corridor is done. If not, please put our modeling request for this project in the queue. Please find attached the concept site plan for this project. Here is a summary of the project information: • Located in the southeast corner of the McMillan Road and Black Cat Road intersection in TAZ 854 • Residential development with 289 single-family dwelling units • Expected build-out year is 2025 • Proposing one access point on McMillan Road and one access point on Black Cat Road • The concept site plan shows the proposed access on McMillan Road approximately 1,000 feet west of Joy Street. ACHD prefers this access to be aligned with Joy Street. We will iron out this access location. Please choose a location for the modeling purposes. Please let me know if you have any questions. Thank you. Chhang James Ranch_TAZ854.docx 1507K James Ranch Proposed Development The following summarizes the results of an area of influence model run for a proposed development located southeast of Black Cat and McMillan Roads. The proposed development shown in Figure 1 will consist of 289 single-family homes with an anticipated build out by 2025. 677 ME Will—Ad 1 1 1 I 1 I $$4 I 1 878 1 I 858 Proposed I I Development 1 { 1 855 814 �. 8b3 `1 1 1 1 Interstate ---- Proposed Expressway Principal Arterial --- Proposed Principal Arterial Minor Arterial asp --- Proposed Minor Arterial Collector Proposed Collector Local QTAZ Boundary - -- Figure 1 Table 1 provides the existing demographics for TAZ 854 and the proposed development's demographics used for the area of influence model run. A cumulative analysis was also conducted to account for proposed developments nearby with recent area of influence model runs and/or pending entitlements (K-12 Private School - July 2021, Quartet South - June 2021, Porter Complex - June 2021, Sky Pilot-Acclima - March 2021, and McDermott/Ustick - April 2020). Table 1 2020 2025 2040 (Pro osed HH Jobs HH Jobs HH Jobs TAZ 854 5 3 294 3 196 4 Surrounding TAZs 537 443 855 463 1,864 515 Total 542 446 1149 466 2060, 519 Figure 2: Area of Influence (Proposed Only), percent contribution to the total peak hour demand Figure 3: Peak Hour Demand with Proposed Development (Proposed Only) Figure 4: Area of Influence (Cumulative), percent contribution to the total peak hour demand Figure 5: Peak Hour Demand with Proposed Development (Cumulative) Figure 6: Peak Hour Demand without Proposed Development Figure 7: Surrounding Area TAZs Figure 8, Figure 9, Figure 10 and Figure 11: Compounded Annual Growth Rates Figure 2:Area of Influence(Proposed Only), percent contribution to the total peak hour demand to K m CMlenftl l,p,W�nPo IciNbnft] 4S0.7�en itl AciYbnftl lcilCen3a �' � Acaloen{a kCAYRn R1 Ack46e g x2 38 M f i7sRmp L� � f 4 y m ~ BeibrNaLt x a +6 cr q� Lwk% IWPIPo Ia1Fk l�1 �G9d[P] �k d[Poi V7Fk TG OS W Poi x' F Figure 3: Peak Hour Demand with Proposed Development(Proposed Only) m M. 5' 45 x x 3 #&Mlb F n n¢ q�-Z� AI },�, ._ rl)-122 .-R1 hth- R1 7'CAZS3 Po 7� Poi2D &thorn Fd hClA�393 1� aa423 4572 d13 ZB5 '� 4D7 952 443 437 429 hC NMn Ftl C htmk � hb AA 6n M 8cxv�n Po L � hChffin v �. :F @rtfOtl 854 R51 7 ID. E M u m - 37 js @1tAtl 858 m m _ � m � 9ellkrrw_r Cf Hell[--r Dr v rc rc $ U, u A m 6ic$n.rce FW l90 s.�Ry M 'c• m m L§tkkM WMILM LMM4,FU L6ttkM U1 fffi*Rd U1 tkk Rd L6T1C{rJ�l 752 59& 57E 553 99� ,53C 5� L9tCk FU LrstK*Rd 534 . 71E 287 ;� E°4 575 439 48' 48B k R` L9tCk R1 L91CkPo LBtbk R` L15Gdt Rd L15tidc Rd -Vt kRd LBtbk AI U1 tk*Rd Cumulative Analysis The following figures show the results including five proposed developments in the surrounding area: K-12 Private School, Quartet South, Porter Complex, Sky Pilot-Acclima, and McDermott/Ustick. 2020 2025 Cumulative HH Jobs HH Jobs TAZs 851, 868, 869, 872, 910-912, 1312-1318 573 67 2,049 459 Figure 4:Area of Influence(Cumulative), percent contribution to the total peak hour demand S o _ a � m o � � x s WO 6Mn R! FA.WAL.Fit Akh%nn Rtl Lb MUk. k"illan Rd F.0 ML"an Ft WMMn Fit� �� fibMWnAl NbMMnM Me MIIBn Ftl cs 4.5 c as la 4.2 31 1 3.7 0 7A.7 73.7 23 0 dt E m o s ry F 0.7 07 0.T m �. ry pry m 0.1 0 y � o m 0.1 3 0 0.3 � �m d d2 P 2 {J Ustick Rd L13WK Fi7 L6tLk F[i Lim,k Fi7 f Ustick Rd Ustick Rd USJ&Rd .4 J.^ 7.7 73 J.5 79 rc b 7? Figure 5: Peak Hour Demand with Proposed Development(Cumulative) 1 3G 1635 lam la A 7FI A 24;i1 is kl 1432 1Oi2 1470 1834 1629 q{CD @ 1462 id80 g g 1514 } us merle(ClhW—84rd) 'v 42${Clwxkn I � F3 US 202$(0*,d.n BW 1 o- LLS 3012fl .��' o US"A Icuff dw BL J) ` 12$ sr sr h m 8 tS XM O—�,d) ._ ¢ '� a fC7wdtn 4i d} s< 'm a c a Aa FYZ �a 'x .` i 05 d F- r�Jo- of'i '4 A � al _ Fr 71 kic k,K n Pd kidAibn R2 iki4;n Ad _ 6 F q, P&LI w l "a�gg A�Rd kicL%n RJ k kin Rl o h h ]=e7 349 405 r, °Q 417 474 4b1 595 $ 4ph 4 ir `� An RI k�k%n Fj kickid,i R1 471 471 038 R39 431 474 474 4431 441 539 klckil6 4F " �� sic ` am �07 n RJ kldA� kk� ck Rd kick%n kkk% t5� 523 525 £� £ 41315 L%R%.R k�k%nR Wk%n Rl 14 T, € € _ E 6 94 y+ 54 26 289 '•¢ E 9 r � 83 " irfidd 888 ., di ry 293 W 319 n1 deA jd a98 3 N �' $ 96 ._ '� ildkk RJ Ulf.*Rd �lhltkW tw tkA :Lk 1kLkPo" " 58d �p4 � � u1 � LFs{il�Rd Llddi Rd Lutk J7}l L610.Rd Ukk Rd 887 588 639 %S 05 9 552 W 5l13 a54 569 Lwi.k W tk� 718 ` � 729 �� 596 ] Ss7 t38 433 444 '-33 &33 $N m $ a Llh", �1A�tkPo LF�i_-l�Rd {tdtk i?J _.:ck FW U.IkRd lbi tk Rd LWARA llstc 3d E R E` Figure 6: Peak Hour Demand without Proposed Development {aMnen Bic? U52— CNtle 5[ S2 rofi 33 [ n Bkd} ki 0 Yf26(arrfen BkU) u52W26(aFK1en ekd) � Lk52026(Chlyden Bled) ^ v, LF52fY25[atilnyen Byd] 5B5 3 Q 10i2 w m '.8'5 f 809 1749 , 45 997 1521 '.d52 i536 2Q�25(cnintlen a ) L152V26(i;hlyden BAtl) ioa� 1358 f�I S q S-5 {amen F1ka Y cL15282&[chnsen Br,d} m {1520+2[[a,inden Bx�a h m ❑i ifi p. 55 414 2 � m m 7 _ ry M M _ 6bMl6n Fig ht MUBn Fi7 o- Aichiillan Rd tArt�n R1 hCh c+a '� 4 k SYnn Af 6t Munn FtJ MtMWn Rf m � L%Mn Fii Mc Mlnn Fii ht Munn doMiRan Rd F.t MFlnn Fit 2''? 29.T 297 324 N r "ut 329 351 39. MI 535 5:ri 5+3 F¢F 3 5 287 395 39B 5$3 38d ry 424 4'B 4D3 410 433 _ 433 455 4n7 -97 6t"%n Fe M:Mlnn F13 Rd ht Mlnn FtJ -Z. "I MFInn Rd Nb Munn Fif MMMn� Vg1f�n FtJ" �6b Mlnn Fit WMllnn Fb UcMiRan Rd � � 6C Munn Fiy A m m_ b- 57m 5' S7 70 7if Jp ad d o a`-n�Id gfg rc j $ a t79 � p W A� a r di m 22a m rU) --`-fez cagy R: Us at R= L91$otif tt�Btlek F{7 UstU F ti LbtCkm LAttkRl. lstk*Rd Ustick Rd FItkkRd {nick M LFstick Rd lsz 4 i7 579 2a J m 490 5U'6 535 533 797 390 615 b b 7a1 R: LFatfK*F'd 286 rc rc 611 STd 475 480 433 477 710 ° L9 kAol i�ttkfu UstH-k R rc rc _S an in>CkJ;U L§trk F2f Ustick Rd Ustick Rd LBtkk Rd 1gt�k F L.Fsfirk Rd 06 Figure 7:Surrounding Area TAZs Vicenza North 1 866 L 865 877 Oakwind Estates /�F 854 1 79 Proposed 870 ',Development , s5s 1 Raoul rl-. Af i— — — — — — - - — � � Quartet 873 Aegean Northeast 874� 855 � 853 Interstate I - Expressway Proposed Ex 1 M Quartet p p y U southeast Principal Arterial + -- - - - - Proposed Principal Arterial Minor Arterial - - Proposed Minor Arterial 872 851 Collector - - - - Proposed Collector Local TZONES08 DEMOGRAPHIC AR HH2O HH25 JOBS25 HH30 JOBS30 HH35 JOBS35 H±L JOBS40 TAZ Boundary 852 Meridian-North 89 100 0 162 0 196 0 196 0 JJ Proposed Development 853 Meridian-North 6 8 19 61 28 112 35 139 43 p p 855 Meridian-North 0 13 7 70 13 122 17 196 22 Nearby AOI 865 Meridian-North 101 259 1 452 1 540 1 587 1 Approved Preliminary Plats 870 Meridian-North 234 327 7 327 10 327 13 327 15 874 Meridian-North 5 20 0 60 1 87 1 87 1 Pending Preliminary Plats 877 Meridian-North 1021 1281 4291 3321 4301 3321 432 332 433 Figure 8:2021 to 2025 Compounded Annual Growth Rate 2021 Peak Hour to 2025 Peak Hour Compounded Annual Growth Rates 7/12/2021 m U5 `v r McMillan Rd McMiMn Rd McMillin Rd " McMillin Rd McMillan Rd McMillan fR1 McMillan Rd McMillan Rd 4.4 4.7 2.8 2.4 58 57 4.6 4.1 34 m FD y N U � m � m 9d N ~ 5.8 58 SO r`S � Y N m m N � LLl H Y N U ek fA U=:-k F1 Usiick Rd Mick Rd Mick R1 m Usick Rd Lrtick Rd Ustick Rd Ustirk Po Usick Rd 33 11.6 17.7 153 12.7 7.9 6.9 as 52 10.6 a ns m T � Growth Rate m Included Roadway Project(Programmed in the llP or Funded in CIM 2.0) D-WAG12011 Mode IkalibrationlBaseVHPTY2228R61growth rate s1GR2021_2025_net COMPASS reserves the right to rerun the model for any reason deemed necessary. (Licensed to Community Planning Associatiolr': Figure 9:2025 to 2030 Compounded Annual Growth Rate 2025 Peak Hour to 2030 Peak Hour Compounded Annual Growth Rates 7/12/2021 Y N V � V m U r m � a m r won Rd McN r N than Rd McMiion Rd McMillan Rd 29 28 33 32 25 McMillan Rd McMillin Rd 4.3 1.8 m � m lS r n � ri � � N V m � m � � M CJ lSt ck Rd UWk Rd ti LAtick Rd URt ck FW-n UWK Rd lJstick Rd Ustick Rd Mick Rd Uskk RC 7.6 8.5 8.8 a 9.8 102 12.3 11.8 11.9 11.7 3 a o -4 U = ry r a Y N 362 m Growth Rate m i Included Roadway Project(Programmed in the 11P or Funded in CIM 2.0) a_1L1AG12011 Mod elk alibrationlBaselllPTY2228R61growthrates1GR2025_2030_net COMPASS reserves the right to rerun the model for any reason deemed necessary. CIPOOI jL (Licensed to Community Planning Association) Figure 10:2030 to 2035 Compounded Annual Growth Rate 2030 Peak Hour to 2035 Peak Hour Compounded Annual Growth Rates 7/12/2021 � � LL 2 N m H R y H won Rd Mch McMian Rd McMillan Rd r o McMillan Rd N McMillan R} McMillan Rd McMillan Rt McMillan Rd McMillan Rd 1.2 0.8 0.9 1.2 1.7 6.9 7 6.3 6.1 fi.8 u r m 5.9 5.9 S9 S� QE � m U � m Q W � Ust irk Fo Usick Rd U-tick Rd LBt ck H1n r �t ck Fie Usick Rd Uskk Rd Ustick Rd Ustick Rd 36 5.3 6.7 a 7.4 7.6 1.3 1.2 1.3 1.1 3.6 a o U m � 11.4 m T Growth Rate m Included Roadway Project(Programmed in the TIP or Funded in CIM 2.0) D-1UAG12011 M ode Mali brationlBaseWP1FY2228Wgrowthrates1GR2030_2035.net COMPASS reserves the right to rerun the model for any reason deemed necessary- (Licensed to Community Planning Association) Figure 11:2035 to 2040 Compounded Annual Growth Rate 2035 Peak Hour to 2040 Peak Hour Growth Rates 7/12/2021 U m Z � Miipn Rd McMillin Rd MCMianRd McMillan Rd McMillin F: 6.6 6.7 4.9 51 4.8 4.2 McMillan Rd tl.2 8 � � a m In n 0 3.6 3ra �& o � a o r � V m � m gas o s u �`7 ff}1 a Ustick Rd m Usfck Rd Ustick Rd Ustick Rd Mick R1 Usfck Rd 0.1 39 3.8 38 3.6 1.4 8 a o � � m m � $ rr1 0 0 2 �`M Y � xa m N 14.1 m Growth Rate m Included Roadway Project(Programmed in the 11P or Funded in GIM 2.0) D:WAG12011 Mode kalibrationlBaseVnPTY2228R61growth rate s1GR2035_2040.net COMPASS reserves the right to rerun the model for any reason deemed necessary. 11PIDI CP (Licensed to Community Planning Associatio"` j ENGIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho APPENDIX B: TRAFFIC COUNTS August 2021 B Ten Mile Rd&McMillan Rd Meridian Idaho Tuesday,July 27,2021 Southbound Westbound Northbound Eastbound Ten Mile Rd McMillan Rd Ten Mile Rd McMillan Rd VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Leh Turns Approach U Turns Left Turns Approach U Turns Leh Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:00 AM 0 13 130 4 0 147 0 25 31 14 0 70 0 20 65 18 0 103 0 8 36 29 0 73 393 7:15 AM 0 14 120 3 0 137 0 33 40 10 0 83 0 25 98 23 0 146 0 11 31 27 1 69 435 7:30 AM 0 21 154 3 0 178 0 28 35 12 0 75 0 17 88 32 1 137 0 11 51 25 0 87 477 7:45 AM 0 19 154 4 2 177 0 27 22 4 0 53 0 25 Ill 26 0 162 0 10 35 26 0 71 463 Hourly Total 0 67 558 14 2 639 0 113 128 40 0 281 0 87 362 99 1 548 0 40 153 107 1 300 1768 8:00 AM 0 15 106 3 4 124 0 27 22 14 2 63 0 27 94 23 1 144 0 11 35 23 0 69 400 8:15 AM 0 15 116 4 1 135 0 33 31 13 0 77 0 25 85 34 0 144 0 11 33 17 1 61 417 8:30 AM 0 12 144 3 1 159 0 32 33 11 0 76 0 24 102 26 0 152 0 10 31 32 0 73 460 8:45 AM 0 31 131 5 0 167 0 26 36 18 0 80 0 39 102 25 0 166 0 5 27 23 0 55 468 Hourly Total 0 73 497 15 6 585 0 118 122 56 2 296 0 115 383 108 1 606 0 37 126 95 1 258 1745 Ten Mile Rd&McMillan Rd Meridian Idaho Tuesday,July 27,2021 Southbound Westbound Northbound Eastbound Ten Mile Rd McMillan Rd Ten Mile Rd McMillan Rd VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time U Turns Left Turns Approach U Turns Left Turns Approach U Turns Left Turns Approach U Turns Leh Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 3:00 PM 0 49 120 9 0 178 0 27 73 31 0 131 0 34 133 26 0 193 0 12 32 16 0 60 562 3:15 PM 1 48 149 15 4 213 0 22 59 22 0 103 1 45 144 28 0 218 0 12 32 29 0 73 607 3:30 PM 0 44 162 15 4 221 0 32 63 21 0 116 0 36 138 24 0 198 0 17 45 16 0 78 613 3:45 PM 0 47 128 7 2 182 0 27 72 22 0 121 0 49 136 26 0 211 0 9 46 28 0 83 597 Hourly Total 1 188 559 46 10 794 0 108 267 96 0 471 1 164 551 104 0 820 0 50 155 89 0 294 2379 4:00 PM 0 50 141 9 0 200 0 39 54 18 0 Ill 0 50 157 23 0 230 0 8 35 16 0 59 600 4:15 PM 0 42 159 6 2 207 0 39 76 24 0 139 0 41 142 29 1 212 0 4 52 19 0 75 633 4:30 PM 0 54 144 11 0 209 0 38 67 15 0 120 0 33 192 21 3 246 0 10 48 9 0 67 642 4:45 PM 2 46 141 8 0 197 0 33 70 25 0 128 0 46 159 19 0 224 0 14 44 11 0 69 618 Hourly Total 2 192 585 34 2 813 0 149 267 82 0 498 0 170 650 92 4 912 0 36 179 55 0 270 2493 5:00 PM 0 41 158 15 0 214 0 37 92 32 0 161 0 53 200 36 0 289 0 6 39 11 0 56 720 5:15 PM 0 66 153 7 1 226 0 34 69 25 0 128 0 54 189 33 1 276 0 10 46 17 0 73 703 5:30 PM 0 54 148 10 0 212 0 28 74 26 0 128 0 53 160 37 0 250 0 12 43 19 0 74 664 5:45 PM 0 54 153 15 0 222 0 35 89 29 0 153 0 52 160 18 0 230 0 12 49 12 0 73 678 Hourly Total 0 215 612 47 1 874 0 134 324 112 0 570 0 212 709 124 1 1045 0 40 177 59 0 276 2765 DAILY TOTAL 3 735 2811 156 21 3705 0 622 1108 386 2 2116 1 748 2655 527 7 3931 0 203 790 405 2 1398 11150 Cars 3 728 2690 148 9 3569 0 612 1098 384 2 2094 1 734 2545 515 4 3795 0 197 781 392 0 1370 10828 Heavy Vehicles 0 7 121 8 12 136 0 10 10 2 0 22 0 14 110 12 3 136 0 6 9 13 2 28 322 Heavy Vehicle% 0.00% 0.95% 4.30% 5.13% 57.14% 3.67% 0.00% 1.61% 0.90% 0.52% 0.00% 1.04% 0.00% 1.87% 4.14% 2.28% 42.86% 3.46% 0.00% 2.96% 1.14% 3.21% 100.00% 2.00% 2.89% Ten Mile Rd &McMillan Rd Meridian Idaho Tuesday,July 27,2021 AM Peak Hour Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time UTurns Left Turns Approach U Turns Left Turns Approach UTurns Left Turns Approach UTurns Leh Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:15 AM 0 14 120 3 0 137 0 33 40 10 0 83 0 25 98 23 0 146 0 11 31 27 1 69 435 7:30 AM 0 21 154 3 0 178 0 28 35 12 0 75 0 17 88 32 1 137 0 11 51 25 0 87 477 7:45 AM 0 19 154 4 2 177 0 27 22 4 0 53 0 25 ill 26 0 162 0 10 35 26 0 71 463 8:00 AM 0 15 106 3 4 124 0 27 22 14 2 63 0 27 94 23 1 144 0 11 35 23 0 69 400 Peak Hour Total 0 69 534 13 6 616 0 115 119 40 2 274 0 94 391 104 2 589 0 43 152 101 1 296 1775 PHF 0.000 0.821 0.867 0.813 0.375 0.865 0.000 0.871 0.744 0.714 0.250 0.825 0.000 0.870 0.881 0.813 0.500 0.909 0.000 0.977 0.745 0.935 0.250 0.851 0.930 Heavy Vehicle% 0.00% 1.45% 3.93% 7.69% 66.67% 3.7% 0.00% 0.87% 5.04% 0.00% 0.00% 2.6% 1 0.00% 2.13% 7.42% 1.92% 100.00% 5.6% 0.00% 0.00% 1.32% 2.97% 100.00% 1.7% 3.83% PM Peak Hour Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Approach TOTAL Time UTurns Left Turns Approach UTurns Leh Turns Approach UTurns Left Turns Approach UTurns Leh Turns Through Turns Crossings Total Through Turns crossings Total Through Turns Crossings Total Through Turns Crossings Total 5:00 PM 0 41 158 15 0 214 0 37 92 32 0 161 0 53 200 36 0 289 0 6 39 11 0 56 720 5115 PM 0 66 153 7 1 226 0 34 69 25 0 128 0 54 189 33 1 276 0 10 46 17 0 73 703 5:30 PM 0 54 148 10 0 212 0 28 74 26 0 128 0 53 160 37 0 250 0 12 43 19 0 74 664 5:45 PM 0 54 153 15 0 222 0 35 89 29 0 153 0 52 160 18 0 230 0 12 49 12 0 73 678 Peak Hour Total 0 215 612 47 1 874 0 134 324 112 0 570 0 212 709 124 1 1045 0 40 177 59 0 276 2765 PHF 0.000 0.814 0.968 0.783 0.250 0.967 0.000 0.905 0.880 0.875 0.000 0.885 0.000 0.981 0.886 0.838 0.250 0.904 0.000 0.833 0.903 0.776 0.000 0.932 0.960 Heavy Vehicle% 0.00% 1.40% 3.76% 8.51% 100.00% 3.4% 0.00% 0.00% 0.31% 0.00% 0.00% 0.2% 0.00% 0.47% 1.41% 1.61% 100.00% 1.2% 0.00% 0.00% 0.00% 1.69% 0.00% 0.4% 1.63% Ten Mile Rd &McMillan Rd Meridian Idaho Tuesday,July 27,2021 AM Peak Hour Ten Mile Rd McMillan Rd Ten Mile Rd McMillan Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:15 AM 0 14 120 3 0 137 0 33 40 10 0 83 0 25 98 23 0 146 0 11 31 27 1 69 435 7:30 AM 0 21 154 3 0 178 0 28 35 12 0 75 0 17 88 32 1 137 0 11 51 25 0 87 477 7:45 AM 0 19 154 4 2 177 0 27 22 4 0 53 0 25 111 26 0 162 0 10 35 26 0 71 463 8:00 AM 0 15 106 3 4 124 0 27 22 14 2 63 0 27 94 23 1 144 0 11 35 23 0 69 400 Peak Hour Total 0 69 534 13 6 616 0 115 119 40 2 274 0 94 391 104 2 589 0 43 152 101 1 296 1775 PHF 0.000 0.821 0.867 0.813 0.375 0.865 0.000 0.871 0.744 0.714 0.250 0.825 0.000 0.870 0.881 0.813 0.500 0.909 0.000 0.977 0.745 0.935 0.250 0.851 0.930 Heavy Vehicle% 0.00% 1.45% 3.93% 7.69% 66.67% 3.73% 0.00% 0.87% 5.04% 0.00% 0.00% 2.55% 0.00% 2.13% 7.42% 1.92% 100.00% 5.60% 0.00% 0.00% 1.32% 2.97% 100.00% 1.69% 3.8% Total Vehicles On Le 1090 Vehicles Entering Vehicles Exiling Intersection 616 Intersection 474 Southbound Cars 12 513 68 0 2 Heavy 1 21 1 0 4 Total 13 534 69 0 6 Cars Heavy Total Cars Heavy Total vehiclns vehiclns Entering 0 1 1 40 0 40 Entering Total Intersection Intersection Total on hLeg icles 296 c 0 0 0 4111, 113 6 119 m 274 ehLegs N C 522 w 43 0 43 AM Peak Hour Volumes 114 1 115 'a 599 vehicles vehicles Exiting 150 2 152 0 0 0 Ewung Intersection Intersection 226 98 3 101 �c�, 2 0 2 325 «1 t f♦ Cars 0 0 92 362 102 Heavy 2 0 2 29 2 Total 2 0 94 391 104 Northbound Vehicles Entering Vehicles Exiling Intersection 589 Intersection 750 Total Vehicles On Leg 1339 Ten Mile Rd &McMillan Rd Meridian Idaho Tuesday,July 27,2021 PM Peak Hour Ten Mile Rd McMillan Rd Ten Mile Rd McMillan Rd Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 5:00 PM 0 41 158 15 0 214 0 37 92 32 0 161 0 53 200 36 0 289 0 6 39 11 0 56 720 5:15 PM 0 66 153 7 1 226 0 34 69 25 0 128 0 54 189 33 1 276 0 10 46 17 0 73 703 5:30 PM 0 54 148 10 0 212 0 28 74 26 0 128 0 53 160 37 0 250 0 12 43 19 0 74 664 5:45 PM 0 54 153 15 0 222 0 35 89 29 0 153 0 52 160 18 0 230 0 12 49 12 0 73 678 Peak Hour Total 0 215 612 47 1 874 0 134 324 112 0 570 0 212 709 124 1 1045 0 40 177 59 0 276 2765 PHF 0.000 0.814 0.968 0.783 0.250 0.967 0.000 0.905 0.880 0.875 0.000 0.885 0.000 0.981 0.886 0.838 0.250 0.904 0.000 0.833 0.903 0.776 0.000 0.932 0.960 Heavy Vehicle% 0.00% 1.40% 3.76% 8.51% 100.00% 3.43% 0.00% 0.00% 0.31% 0.00% 0.00% 0.18q 0.001, 0.47% 1.41% 1.61% 100.00% 1.24% 0.00% 0.00% 0.00% 1.69% 0.00% 0.36% 1.6% Total Vehicles On Le 1735 Vehicles Entering Vehicles Exiting Intersection 874 Intersection 861 Southbound Cars 43 589 212 0 0 Heavy 4 23 3 0 1 Total 47 612 215 0 1 Cars Heavy Total Cars Heavy Total Vehiclns Vehiclns Enteri Enteri Total Intersection 0 0 0 IL 112 0 112 Intersection Total Veiclesonh hLeg 276 c 0 0 0 323 1 324 m 570 on Leg o 859 w 40 0 40J fill PM Peak Hour Volumes 134 0 134 n 1086 vehicles vehicles Exiting 177 0 177 0 0 0 Ewung Intersection V Intersection 583 58 1 59 4 0 0 0 516 �1 t f♦ Cars 0 0 211 699 122 Heavy 1 0 1 10 2 Total 1 0 212 709 124 Northbound Vehicles Entering Vehicles Exiling Intersection 1045 Intersection 805 Total Vehicles On Leg 1850 Quintale St&Black Cat Rd Meridian Idaho Tuesday,July 27,2021 Southbound Westbound Northbound Eastbound Black Cat Rd Quintale St Black Cat Rd Quintale St VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach UTurns Lek Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:00 AM 0 0 28 0 0 28 0 0 0 0 0 0 0 0 40 0 0 40 0 1 0 2 0 3 71 7:15 AM 0 0 26 0 0 26 0 0 0 0 0 0 0 0 49 0 0 49 0 3 0 5 0 8 83 7:30 AM 0 0 36 1 0 37 0 0 0 0 0 0 0 1 49 0 0 50 0 3 0 1 1 4 91 7:45 AM 0 0 41 1 0 42 0 0 0 0 0 0 0 1 46 0 0 47 0 5 0 1 0 6 95 Hourly Total 0 0 131 2 0 133 0 0 0 0 0 0 0 2 184 0 0 186 0 12 0 9 1 21 340 8:00 AM 0 0 32 0 0 32 0 0 0 0 0 0 0 0 32 0 0 32 0 4 0 2 0 6 70 8:15 AM 0 0 29 2 0 31 0 0 0 0 0 0 0 1 40 0 0 41 0 3 0 6 0 9 81 8:30 AM 0 0 28 1 0 29 0 0 0 0 0 0 0 1 37 0 0 38 0 5 0 1 0 6 73 8:45 AM 0 0 34 1 0 35 0 0 0 0 0 0 0 2 34 0 0 36 0 4 0 2 0 6 77 Hourly Total 0 0 123 4 0 127 0 0 0 0 0 0 0 4 143 0 0 147 0 16 0 11 0 27 301 Quintale St&Black Cat Rd Meridian Idaho Tuesday,July 27,2021 Southbound Westbound Northbound Eastbound Black Cat Rd Quintale St Black Cat Rd Quintale St VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach UTurns Lek Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 4:00 PM 0 0 75 4 0 79 0 0 0 0 0 0 0 4 53 0 0 57 0 3 0 2 0 5 141 4:15 PM 0 0 65 4 0 69 0 0 0 0 0 0 0 4 55 0 0 59 0 1 0 1 0 2 130 4:30 PM 0 0 67 4 0 71 0 0 0 0 0 0 0 2 50 0 0 52 0 0 0 0 0 0 123 4:45 PM 0 0 64 3 0 67 0 0 0 0 0 0 0 2 48 0 0 50 0 1 0 3 0 4 121 Hourly Total 0 0 271 15 0 286 0 0 0 0 0 0 0 12 206 0 0 218 0 5 0 6 0 11 515 5:00 PM 0 0 51 1 0 52 0 0 0 0 0 0 0 5 56 0 0 61 0 1 0 4 0 5 118 5:15 PM 0 0 67 3 0 70 0 0 0 0 0 0 0 4 54 0 0 58 0 4 0 2 0 6 134 5:30 PM 0 0 89 3 0 92 0 0 0 0 0 0 0 4 47 0 0 51 0 2 0 1 0 3 146 5:45 PM 0 0 54 5 0 59 0 0 0 0 0 0 0 4 64 0 0 68 0 2 0 3 0 5 132 Hourly Total 0 0 261 12 0 273 0 0 0 0 0 0 0 17 221 0 0 238 0 9 0 10 0 19 530 DAILYTOTAL 0 0 786 33 0 819 0 0 0 0 0 0 0 35 754 0 0 789 0 42 0 36 1 78 1686 Cars 0 0 755 33 0 788 0 0 0 0 0 0 0 35 732 0 0 767 0 42 0 36 1 78 1633 Heavy Vehicles 0 0 31 0 0 31 0 0 0 0 0 0 0 0 22 0 0 22 0 0 0 0 0 0 53 Heavy Vehicle% 0.00% 0.00% 3.94% 0.00% 0.00% 3.79% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 2.92% 0.00% 0.00% 2.79% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 3.14% Quintale St&Black Cat Rd Meridian Idaho Tuesday,July 27,2021 AM Peak Hour Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time UTurns Left Turns Approach UTurns Lek Turns Approach UTurns Left Turns Approach UTurns Lek Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:00 AM 0 0 28 0 0 28 0 0 0 0 0 0 0 0 40 0 0 40 0 1 0 2 0 3 71 7:15 AM 0 0 26 0 0 26 0 0 0 0 0 0 0 0 49 0 0 49 0 3 0 5 0 8 83 7:30 AM 0 0 36 1 0 37 0 0 0 0 0 0 0 1 49 0 0 50 0 3 0 1 1 4 91 7:45 AM 0 0 41 1 0 42 0 0 0 0 0 0 0 1 46 0 0 47 0 5 0 1 0 6 95 Peak Hour Total 0 0 131 2 0 133 0 0 0 0 0 0 0 2 184 0 0 186 0 12 0 9 1 21 340 PHF 0.000 0.000 0.799 0.500 0.000 0.792 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.939 0.000 0.000 0.930 0.000 0.600 0.000 0.450 0.250 0.656 0.895 Heavy Vehicle% 0.00% 0.00% 2.29% 0.00% 0.00% 2.3% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 1 0.00% 0.00% 5.98% 0.00% 0.00% 5.9% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 4.12% PM Peak Hour Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time UTurns Left Turns Approach UTurns Lek Turns Approach UTurns Left Turns Approach UTurns Leh Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 5:00 PM 0 0 51 1 0 52 0 0 0 0 0 0 0 5 56 0 0 61 0 1 0 4 0 5 118 5:15 PM 0 0 67 3 0 70 0 0 0 0 0 0 0 4 54 0 0 58 0 4 0 2 0 6 134 5:30 PM 0 0 89 3 0 92 0 0 0 0 0 0 0 4 47 0 0 51 0 2 0 1 0 3 146 5:45 PM 0 0 54 5 0 59 0 0 0 0 0 0 0 4 64 0 0 68 0 2 0 3 0 5 132 Peak Hour Total 0 0 261 12 0 273 0 0 0 0 0 0 0 17 221 0 0 238 0 9 0 10 0 19 530 PHF 0.000 0.000 0.733 0.600 0.000 0.742 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.850 0.863 0.000 0.000 0.875 0.000 0.563 0.000 0.625 0.000 0.792 0.908 Heavy Vehicle% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% Quintale St&Black Cat Rd Meridian Idaho Tuesday,July 27,2021 AM Peak Hour Black Cat Rd Quintale St Black Cat Rd Quintale St Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:00 AM 0 0 28 0 0 28 0 0 0 0 0 0 0 0 40 0 0 40 0 1 0 2 0 3 71 7:15 AM 0 0 26 0 0 26 0 0 0 0 0 0 0 0 49 0 0 49 0 3 0 5 0 8 83 7:30 AM 0 0 36 1 0 37 0 0 0 0 0 0 0 1 49 0 0 50 0 3 0 1 1 4 91 7:45 AM 0 0 41 1 0 42 0 0 0 0 0 0 0 1 46 0 0 47 0 5 0 1 0 6 95 Peak Hour Total 0 0 131 2 0 133 0 0 0 0 0 0 0 2 184 0 0 186 0 12 0 9 1 21 340 PHF 0.000 0.000 0.799 0.500 0.000 0.792 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.939 0.000 0.000 0.930 0.000 0.600 0.000 0.450 0.250 1.6 0.895 Heavy Vehicle% 0.00% 0.00% 2.29% 0.00% 0.00% 2.26% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 5.98% 0.00% 0.00% 5.91% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 4.1% Total Vehicles On Le 329 Vehicles Entering Vehicles Exiting Intersection 133 Intersection 196 Southbound Cars 2 128 0 0 0 Hea 0 3 0 0 0 Total 2 131 0 0 �¢0� Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 1 0 1 0 0 0 Entering Total Intersection Intersection Total Vehicles 21 c 0 0 0 0 0 0 0 Vehicles on Legcr 'o = on Leg c° 25 w 12 0 12 J AM Peak Hour Volumes j 0 0 0 'o. 0 Vehicles Vehicles Exiting 0 0 0 0 0 0 Exiting Intersection Intersection 4 9 0 9 0 0 0 0 �1 ♦1 t f♦ Cars 0 0 2 173 0 Heavy0 0 0 11 0 Total 0 0 2 184 0 Northbound Vehicles Entering Vehicles Exiting Intersection 186 Intersection 140 Total Vehicles On Leg 326 Quintale St&Black Cat Rd Meridian Idaho Tuesday,July 27,2021 PM Peak Hour Black Cat Rd Quintale St Black Cat Rd Quintale St Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 5:00 PM 0 0 51 1 0 52 0 0 0 0 0 0 0 5 56 0 0 61 0 1 0 4 0 5 118 5:15 PM 0 0 67 3 0 70 0 0 0 0 0 0 0 4 54 0 0 58 0 4 0 2 0 6 134 5:30 PM 0 0 89 3 0 92 0 0 0 0 0 0 0 4 47 0 0 51 0 2 0 1 0 3 146 5:45 PM 0 0 54 5 0 59 0 0 0 0 0 0 0 4 64 0 0 68 0 2 0 3 0 5 132 Peak Hour Total 0 0 261 12 0 273 0 0 0 0 0 0 0 17 221 0 0 238 0 9 0 10 0 19 530 PHF 0.000 0.000 0.733 0.600 0.000 0.742 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.850 0.863 0.000 0.000 0.875 0.000 0.563 0.000 0.625 0.000 0.792 0.908 Heavy Vehicle% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% Total Vehicles On Le 503 Vehicles Entering Vehicles Exiting Intersection 273 Intersection 230 Southbound Cars 12 261 0 0 0 Hea 12 0 260 1 0 0 0 0 00 � Total �¢ "" Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 0 0 0 Entering Total Intersection Intersection Total Vehicles 19 c 0 0 0 0 0 0 0 Vehicles on Leg 'o = on Leg or ° 0 48 H 9 0 9 PM c Peak Hour Volumes j 0 0 0 Vehicles W a Vehicles Exiting 0 0 0 0 0 0 Exitng Intersection Intersection 29 10 0 10 M1* 0 0 0 0 �1 ♦1 t f♦ Cars 0 0 17 221 0 Heavy0 0 0 0 0 Total 1 0 0 17 221 0 Northbound Vehicles Entering Vehicles Exiting Intersection 238 Intersection 271 Total Vehicles On Leg 509 Black Cat Road&McMillan Road Meridian Idaho Tuesday,July 27,2021 Southbound Westbound Northbound Eastbound Black Cat Road McMillan Road Black Cat Road McMillan Road VEHICLE Vehicle vehicle Vehicle Vehicle Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach UTurns Lek Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 12:00 AM 0 0 0 1 0 1 0 2 4 1 0 7 0 0 2 0 0 2 0 0 2 0 0 2 12 12:15 AM 0 0 2 0 0 2 0 0 3 2 0 5 0 0 3 1 0 4 0 1 1 0 0 2 13 12:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 3 12:45 AM 0 1 3 0 0 4 0 0 2 0 0 2 0 0 2 3 0 5 0 0 0 0 0 0 11 Hourly Total 0 1 6 1 0 8 0 2 9 3 0 14 0 0 8 5 0 13 0 1 3 0 0 4 39 1:00 AM 0 0 1 0 0 1 0 0 2 0 0 2 0 0 2 0 0 2 0 0 1 0 0 1 6 1:15 AM 0 1 0 0 0 1 0 1 1 0 0 2 0 0 0 0 0 0 0 0 1 1 0 2 5 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 2 1:45 AM 0 0 1 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 3 Hourly Total 0 1 2 0 0 3 0 2 3 0 0 5 0 0 3 0 0 3 0 0 4 1 0 5 16 2:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 1 1 0 0 2 4 2:15 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 AM 0 1 1 0 0 2 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 2 0 3 6 Hourly Total 0 1 2 1 0 4 0 0 2 1 0 3 0 0 2 0 0 2 0 1 2 2 0 5 14 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 3:15 AM 0 0 1 0 0 1 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 3:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 0 2 0 1 1 0 0 2 5 3:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 1 2 0 0 3 4 Hourly Total 0 0 1 0 0 1 0 1 3 0 0 4 0 0 1 1 0 2 0 2 5 0 0 7 14 4:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 3 4:15 AM 0 2 0 0 0 2 0 1 2 0 0 3 0 0 2 0 0 2 0 0 1 1 0 2 9 4:30 AM 0 1 3 0 0 4 0 1 2 0 0 3 0 0 1 3 0 4 0 0 3 0 0 3 14 4:45 AM 0 0 7 1 0 8 0 0 2 0 0 2 0 1 4 3 0 8 0 1 2 1 0 4 22 Hourly Total 0 3 11 1 0 15 0 2 6 0 0 8 0 1 7 6 0 14 0 1 7 3 0 11 48 5:00 AM 0 2 4 1 0 7 0 4 1 3 0 8 0 0 4 1 0 5 0 1 8 0 0 9 29 5:15 AM 0 3 5 1 0 9 0 1 3 1 0 5 0 2 9 2 0 13 0 1 7 0 0 8 35 5:30 AM 0 1 11 0 0 12 0 1 6 1 0 8 0 0 13 3 0 16 0 3 17 3 0 23 59 5:45 AM 0 5 9 2 0 16 0 2 7 1 0 10 0 0 16 5 0 21 0 6 10 1 0 17 64 Hourly Total 0 11 29 4 0 44 0 8 17 6 0 31 0 2 42 11 0 55 0 11 42 4 0 57 187 6:00 AM 0 2 13 0 0 15 0 1 13 1 0 15 0 0 22 3 0 25 0 2 6 1 0 9 64 6:15 AM 0 10 19 6 0 35 0 2 11 1 0 14 0 2 22 5 0 29 0 4 16 1 0 21 99 6:30 AM 0 11 21 2 0 34 0 3 29 4 0 36 0 2 27 7 0 36 0 3 31 4 0 38 144 6:45 AM 0 14 18 6 0 38 0 4 16 4 0 24 0 1 22 14 0 37 0 13 28 4 0 45 144 Hourly Total 0 37 71 14 0 122 0 10 69 10 0 89 0 5 93 29 0 127 0 22 81 10 0 113 451 7:00 AM 0 12 18 5 0 35 0 9 26 6 0 41 0 1 29 8 0 38 0 9 33 1 0 43 157 7:15 AM 0 14 19 8 0 41 0 5 22 6 0 33 0 3 38 14 0 55 0 2 33 3 0 38 167 7:30 AM 0 15 26 4 0 45 0 11 28 13 0 52 0 4 34 11 0 49 0 12 45 2 0 59 205 7:45 AM 0 10 32 7 0 49 0 5 12 6 0 23 0 4 29 17 0 50 1 0 8 38 4 0 50 172 Hourly Total 0 51 95 24 0 170 0 30 88 31 0 149 0 12 130 50 0 192 1 0 31 149 10 0 190 701 Black Cat Road&McMillan Road Meridian Idaho Tuesday,July 27,2021 Southbound Westbound Northbound Eastbound Black Cat Road McMillan Road Black Cat Road McMillan Road VEHICLE Vehicle Vehicle Vehicle Vehicle Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turn s Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Lek Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through turns crossings Total Through Turns Crossings Total Through Turns crossings Total 8:00 AM 0 11 23 6 0 40 0 8 17 4 0 29 0 5 20 16 0 41 0 7 34 2 0 43 153 8:15 AM 0 9 18 4 0 31 0 7 18 11 0 36 0 1 36 8 0 45 0 6 28 5 0 39 151 8:30 AM 0 12 23 5 0 40 0 4 17 10 0 31 0 3 28 12 0 43 0 7 22 2 0 31 145 8:45 AM 0 14 29 4 0 47 0 4 26 5 0 35 0 4 25 9 0 38 0 7 28 2 0 37 157 Hourly Total 0 46 93 19 0 158 0 23 78 30 0 131 0 13 109 45 0 167 0 27 112 11 0 150 606 9:00 AM 0 11 21 3 0 35 0 8 27 10 0 45 0 4 26 10 0 40 0 4 24 4 0 32 152 9:15 AM 0 13 32 8 0 53 0 7 34 3 0 44 0 5 32 11 0 48 0 11 33 3 0 47 192 9:30 AM 0 12 33 4 0 49 0 7 25 10 0 42 0 4 30 15 0 49 0 7 26 3 0 36 176 9:45 AM 0 11 24 11 0 46 0 11 27 12 0 50 0 2 20 6 0 28 0 5 36 0 0 41 165 Hourly Total 0 47 110 26 0 183 0 33 113 35 0 181 0 15 108 42 0 165 0 27 119 10 0 156 685 10:00 AM 0 16 33 7 0 56 0 10 26 10 0 46 0 1 19 14 0 34 0 2 29 4 0 35 171 10:15 AM 0 12 25 3 0 40 0 8 25 4 0 37 0 3 31 15 0 49 0 6 17 1 0 24 150 10:30 AM 0 10 24 8 0 42 0 11 31 14 0 56 0 2 30 7 0 39 0 3 24 3 0 30 167 10:45 AM 0 11 31 5 0 47 0 9 22 19 0 50 0 6 24 15 0 45 0 3 32 2 0 37 179 Hourly Total 0 49 113 23 0 185 0 38 104 47 0 189 0 12 104 51 0 167 0 14 102 10 0 126 667 11:00 AM 0 6 20 9 0 35 0 8 25 15 0 48 0 4 18 12 0 34 0 4 26 3 0 33 150 11:15 AM 0 9 20 5 0 34 0 3 28 19 0 50 0 3 26 17 0 46 0 7 32 2 0 41 171 11:30 AM 0 6 35 5 0 46 0 17 26 11 0 54 0 6 24 10 0 40 0 8 22 3 0 33 173 11:45 AM 0 12 34 3 0 49 0 16 36 15 0 67 0 3 12 7 0 22 0 4 27 3 0 34 172 Hourly Total 0 33 109 22 0 164 0 44 115 60 0 219 0 16 80 46 0 142 0 23 107 11 0 141 666 12:00 PM 0 12 21 6 0 39 0 7 42 17 0 66 0 4 31 9 0 44 0 3 40 2 0 45 194 12:15 PM 0 13 42 7 0 62 0 8 37 14 0 59 0 7 22 14 0 43 0 5 32 3 0 40 204 12:30 PM 0 14 33 8 0 55 0 11 37 24 0 72 0 3 33 11 0 47 0 5 24 5 0 34 208 12:45 PM 0 16 27 3 0 46 0 13 39 13 0 65 0 0 29 15 0 44 0 11 23 1 0 35 190 Hourly Total 0 55 123 24 0 202 0 39 155 68 0 262 0 14 115 49 0 178 0 24 119 11 0 154 796 1:00 PM 0 7 29 10 0 46 0 14 42 20 0 76 0 1 22 13 0 36 0 7 25 2 0 34 192 1:15 PM 0 18 38 6 0 62 0 15 43 14 0 72 0 4 26 17 0 47 0 4 30 3 0 37 218 1:30 PM 0 13 19 6 0 38 0 21 28 16 0 65 0 2 31 13 0 46 0 8 14 3 0 25 174 1:45 PM 0 13 36 4 0 53 0 18 39 19 0 76 0 2 28 14 0 44 0 7 29 0 0 36 209 Hourly Total 0 51 122 26 0 199 0 68 152 69 0 289 0 9 107 57 0 173 0 26 98 8 0 132 793 2:00 PM 0 10 32 3 0 45 0 12 32 6 0 50 0 3 26 12 0 41 0 5 25 2 0 32 168 2:15 PM 0 12 36 9 0 57 0 9 39 18 0 66 0 3 32 17 0 52 0 6 25 1 0 32 207 2:30 PM 0 15 41 9 2 65 0 8 36 20 0 64 0 7 35 14 0 56 0 6 33 3 0 42 227 2:45 PM 1 10 40 8 0 59 0 7 42 14 0 63 0 4 29 5 0 38 0 6 32 0 0 38 198 Hourly Total 1 47 149 29 2 226 0 36 149 58 0 243 0 17 122 48 0 187 0 23 115 6 0 144 Boo 3:00 PM 0 6 35 6 0 47 0 16 43 20 0 79 0 2 32 7 0 41 0 5 21 3 0 29 196 3:15 PM 0 18 30 8 0 56 0 12 48 24 0 84 0 2 25 15 0 42 0 4 24 0 0 28 210 3:30 PM 0 5 39 9 0 53 0 19 36 21 0 76 0 0 33 20 0 53 0 7 30 5 0 42 224 3:45 PM 0 13 40 8 0 61 0 27 32 11 0 70 0 3 36 9 0 48 1 0 4 25 5 0 34 213 Hourly Total 0 42 144 31 0 217 0 74 159 76 0 309 0 7 126 51 0 184 0 20 100 13 0 133 843 Black Cat Road&McMillan Road Meridian Idaho Tuesday,July 27,2021 Southbound Westbound Northbound Eastbound Black Cat Road McMillan Road Black Cat Road McMillan Road VEHICLE Vehicle Vehicle Vehicle Vehicle Straight Right Crosswalk straight Right crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time UTurns Left Turns Approach U7urns Left Turns Approach UTurns Left Turns Approach U7urns Lek Turns Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 4:00 PM 0 9 59 7 0 75 0 16 37 19 0 72 0 4 36 17 0 57 0 7 28 3 0 38 242 4:15 PM 0 9 44 7 0 60 0 18 31 16 0 65 0 6 33 14 0 53 0 11 42 7 0 60 238 4:30 PM 0 10 50 6 0 66 0 18 56 17 0 91 0 5 33 14 0 52 0 5 32 3 0 40 249 4:45 PM 0 5 49 8 0 62 0 16 38 9 0 63 0 3 38 8 0 49 0 9 36 3 0 48 222 Hourly Total 0 33 202 28 0 263 0 68 162 61 0 291 0 18 140 53 0 211 0 32 138 16 0 186 951 5:00 PM 0 11 32 10 0 53 0 18 54 25 0 97 0 2 43 13 0 58 0 5 26 3 0 34 242 5:15 PM 0 11 46 10 0 67 0 22 48 21 0 91 0 7 43 14 0 64 0 10 38 3 0 51 273 5:30 PM 0 9 65 20 0 94 0 17 41 20 0 78 0 7 37 10 0 54 0 5 44 9 0 58 284 5:45 PM 0 11 29 14 0 54 0 29 55 17 0 101 0 3 42 20 0 65 0 9 21 2 0 32 252 Hourly Total 0 42 172 54 0 268 0 86 198 83 0 367 0 19 165 57 0 241 0 29 129 17 0 175 1051 6:00 PM 0 10 46 8 0 64 0 24 48 20 0 92 0 4 33 16 0 53 0 3 27 2 0 32 241 6:15 PM 0 9 38 5 0 52 0 18 42 12 0 72 0 5 38 11 0 54 0 5 14 0 0 19 197 6:30 PM 0 8 22 10 0 40 0 22 47 10 0 79 0 8 24 14 0 46 0 4 29 1 0 34 199 6:45 PM 0 9 43 5 0 57 0 17 25 18 0 60 0 5 35 6 0 46 0 3 17 6 0 26 189 Hourly Total 0 36 149 28 0 213 0 81 162 60 0 303 0 22 130 47 0 199 0 15 87 9 0 ill 826 7:00 PM 0 6 25 10 0 41 0 12 19 17 0 48 0 4 24 14 0 42 0 3 21 2 0 26 157 7:15 PM 0 4 22 4 0 30 0 14 30 8 0 52 0 3 20 10 0 33 0 0 14 2 0 16 131 7:30 PM 0 3 16 0 0 19 0 9 31 11 0 51 0 2 21 4 0 27 0 3 14 1 0 18 115 7:45 PM 0 9 14 3 0 26 0 11 25 11 0 47 0 2 11 16 0 29 0 2 10 1 0 13 115 Hourly Total 0 22 77 17 0 116 0 46 105 47 0 198 0 11 76 44 0 131 0 8 59 6 0 73 518 8:00 PM 0 5 16 4 0 25 0 11 27 12 0 50 0 0 17 10 0 27 0 4 10 1 0 15 117 8:15 PM 0 2 11 9 0 22 0 12 19 7 0 38 0 3 16 2 0 21 0 5 13 2 0 20 101 8:30 PM 0 4 17 4 0 25 0 6 22 2 0 30 0 2 9 2 0 13 0 3 12 0 0 15 83 8:45 PM 0 4 17 8 0 29 0 12 19 9 0 40 0 3 14 7 0 24 0 5 16 3 0 24 117 Hourly Total 0 15 61 25 0 101 0 41 87 30 0 158 0 8 56 21 0 85 0 17 51 6 0 74 418 9:00 PM 0 3 17 5 0 25 0 1 17 8 0 26 0 11 14 3 0 28 0 4 10 0 0 14 93 9:15 PM 0 3 12 1 0 16 0 4 17 6 0 27 0 0 11 8 0 19 0 0 9 0 0 9 71 9:30 PM 0 4 18 2 0 24 0 5 14 5 0 24 0 0 12 2 0 14 0 2 8 0 0 10 72 9:45 PM 0 2 15 2 0 19 0 7 12 9 0 28 0 1 12 2 0 15 0 1 7 1 0 9 71 Hourly Total 0 12 62 10 0 84 0 17 60 28 0 105 0 12 49 15 0 76 0 7 34 1 0 42 307 10:00 PM 0 2 5 1 0 8 0 3 7 9 0 19 0 1 14 2 0 17 0 2 4 0 0 6 50 10:15 PM 0 2 5 3 0 10 0 5 12 3 0 20 0 0 3 3 0 6 0 1 8 0 0 9 45 10:30 PM 0 0 4 2 0 6 0 3 6 2 0 11 0 2 5 4 0 11 0 0 4 1 0 5 33 10:45 PM 0 2 6 0 0 8 0 3 5 3 0 11 0 1 3 1 0 5 0 1 6 0 0 7 31 Hourly Total 0 6 20 6 0 32 0 14 30 17 0 61 0 4 25 10 0 39 0 4 22 1 0 27 159 11:00 PM 0 0 3 1 0 4 0 6 4 2 0 12 0 1 4 0 0 5 0 2 0 0 0 2 23 11:15 PM 0 0 2 0 0 2 0 0 9 2 0 11 0 0 3 0 0 3 0 0 6 1 0 7 23 11:30 PM 0 1 3 0 0 4 0 0 3 2 0 5 0 0 2 1 0 3 0 0 1 1 0 2 14 11:45 PM 0 0 2 3 0 5 0 3 1 3 0 7 0 0 2 2 0 4 1 0 0 3 1 0 4 20 Hourly Total 0 1 10 4 0 15 0 9 17 9 0 35 0 1 11 3 0 15 0 2 10 3 0 15 80 DAILY TOTAL 1 642 1933 417 2 2993 0 772 2043 829 0 3844 0 218 1809 741 0 2788 0 367 1695 169 0 2231 11636 Cars 1 627 1857 406 2 2891 0 767 2006 819 0 3592 0 213 1757 733 0 2703 0 362 1667 164 0 2193 11379 Heavy Vehicles 0 15 76 11 0 102 0 5 37 10 0 52 0 5 52 8 0 65 0 5 28 5 0 38 257 Heavy Vehicle% 0.00% 2.34% 3.93% 2.64% 0.00% 3.41% 0.00% 0.65% 1.81% 1.21% 0.00% 1.43% 0.00% 2.29% 2.87% 1.08% 0.00% 2.35% 0.00% 1.36% 1.65% 2.96% 0.00% 1.70% 2.21% Black Cat Road&McMillan Road Meridian Idaho Tuesday,July 27,2021 AM Peak Hour Southbound westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time UTurns Left Turns Approach UTurns Lek Turns Approach UTurns Left Turns Approach UTurns Lek Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:00 AM 0 12 18 5 0 35 0 9 26 6 0 41 0 1 29 8 0 38 0 9 33 1 0 43 157 7:15 AM 0 14 19 8 0 41 0 5 22 6 0 33 0 3 38 14 0 55 0 2 33 3 0 38 167 7:30 AM 0 15 26 4 0 45 0 11 28 13 0 52 0 4 34 11 0 49 0 12 45 2 0 59 205 7:45 AM 0 10 32 7 0 49 0 5 12 6 0 23 0 4 29 17 0 50 0 8 38 4 0 50 172 Peak Hour Total 0 51 95 24 0 170 0 30 88 31 0 149 0 12 130 50 0 192 0 31 149 10 0 190 701 PHF 0.000 0.850 0.742 0.750 0.000 0.867 0.000 0.682 0.786 0.596 0.000 0.716 0.000 0.750 0.855 0.735 0.000 0.873 0.000 0.646 0.828 0.625 0.000 0.805 0.855 Heavy Vehicle% 0.00% 1.96% 2.11% 4.17% 0.00% 2.41/6 0.00% 0.00% 1.14% 6.45% 0.00% 2.0% 1 0.00% 8.33% 3.85% 2.00% 0.00% 3.6% 0.00% 0.00% 0.67% 0.00% 0.00% 0.5% 2.14% PM Peak Hour Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time UTurns Left Turns Approach UTurns Leh Turns Approach UTurns Left Turns Approach UTurns Leh Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 5:00 PM 0 11 32 10 0 53 0 18 54 25 0 97 0 2 43 13 0 58 0 5 26 3 0 34 242 5:15 PM 0 11 46 10 0 67 0 22 48 21 0 91 0 7 43 14 0 64 0 10 38 3 0 51 273 5:30 PM 0 9 65 20 0 94 0 17 41 20 0 78 0 7 37 10 0 54 0 5 44 9 0 58 284 5:45 PM 0 11 29 14 0 54 0 29 55 17 0 101 0 3 42 20 0 65 0 9 21 2 0 32 252 Peak Hour Total 0 42 172 54 0 268 0 86 198 83 0 367 0 19 165 57 0 241 0 29 129 17 0 175 1051 PHF 0.000 0.955 0.662 0.675 0.000 0.713 0.000 0.741 0.900 0.830 0.000 0.908 0.000 0.679 0.959 0.713 0.000 0.927 0.000 0.725 0.733 0.472 0.000 0.754 0.925 Heavy Vehicle% 0.00% 2.38% 0.00% 1.85% 0.00% 0.7% 0.00% 0.00% 0.51% 1.20% 0.00% 0.5% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.38% Total Vehicles On Leg 5999 Vehicles Entering Vehicles Exiting Intersection 2993 Intersection 3006 Southbound Cars 406 1857 627 1 2 Heavy 11 76 15 0 0 Total 417 1933 642 1 2 Cars Heavy Total Cars Heavy Total Vehicles Vehicles ErWnrg 0 0 0 .* � 819 10 829 Enteering Total Inters ction Inters aion Total Vehicles 2231 'o 3644 Vehicles on Leg eon 0 0 2006 37 2043 u1Di on Leg $ or 4909 w 362 5 367 Daily Volumes j 767 5 712 n 6722 Vehicles Vehicles Exiting 1667 28 1695 0 0 0 Exiting Intersection Intersection 2678 164 5 169 •-yam 0 0 0 3078 Cars 0 0 213 1757 733 Heavy 0 0 5 52 8 Total 0 0 218 1809 741 Northbound Vehicles Entering I Vehicles Exiting Intersection 2768 Intersection 2874 Total Vehicles On Leg 5642 Black Cat Road&McMillan Road Meridian Idaho Tuesday,July 27,2021 AM Peak Hour Black Cat Road McMillan Road Black Cat Road McMillan Road Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach UTurns Left Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:00 AM 0 12 18 5 0 35 0 9 26 6 0 41 0 1 29 8 0 38 0 9 33 1 0 43 157 7:15 AM 0 14 19 8 0 41 0 5 22 6 0 33 0 3 38 14 0 55 0 2 33 3 0 38 167 7:30 AM 0 15 26 4 0 45 0 11 28 13 0 52 0 4 34 11 0 49 0 12 45 2 0 59 205 7:45 AM 0 10 32 7 0 49 0 5 12 6 0 23 0 4 29 17 0 50 0 8 38 4 0 50 172 Peak Hour Total 0 51 95 24 0 170 0 30 88 31 0 149 0 12 130 50 0 192 0 31 149 10 0 190 711 PHF 0.000 0.850 0.742 0.750 0.000 0.867 0.000 0.682 0.786 0.596 0.000 0.716 0.000 0.750 0.855 0.735 0.000 0.873 0.000 0.646 0.828 0.625 0.000 0.805 0.855 Heavy Vehicle% 0.00% 1.96% 2.11% 4.17% 0.00% 2.35% 0.00% 0.00% 1.14% 6.45% 0.00% 2.01% 0.00% 8.33% 3.85% 2.00% 0.00% 3.65% 0.00% 0.00% 0.67% 0.00% 0.00% 0.53% 2.1% Total Vehicles On Le 362 Vehicles Entering Vehicles Exiting Intersection 170 Intersection 192 Southbound Cars 23 93 50 0 0 Hea 1 2 1 0 0 Total 24 95 Cars Heavy Total Cars Heavy Total Vehicles Vehicles Entering 0 0 0 IL 29 2 31 Entering Total Intersection Intersection Total Vehicles 190 c 0 0 0 87 1 BB m 149 Vehicles on Leg 'o = on Leg 314 w cr 31 0 31 J AM Peak Hour Volumes j 30 0 30 ii e° . 399 vehicles vehicles Exiting 148 1 149 0 0 0 Exiting Intersection Intersection 124 10 0 10 no* 0 0 0 250 A* +1 14 t Cars 0 0 11 125 49 Heavy0 0 1 5 1 Total 0 0 12 130 50 Northbound Vehicles Entering Vehicles Exiting Intersection 192 Intersection 135 Total Vehicles On Leg 327 Black Cat Road&McMillan Road Meridian Idaho Tuesday,July 27,2021 PM Peak Hour Black Cat Road McMillan Road Black Cat Road McMillan Road Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Time U Turns Left Turns Approach U Turns Leh Turns Approach U Turns Left Turns Approach U Turns Leh Turns Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 5:00 PM 0 11 32 10 0 53 0 18 54 25 0 97 0 2 43 13 0 58 0 5 26 3 0 34 242 5:15 PM 0 11 46 10 0 67 0 22 48 21 0 91 0 7 43 14 0 64 0 10 38 3 0 51 273 5:30 PM 0 9 65 20 0 94 0 17 41 20 0 78 0 7 37 10 0 54 0 5 44 9 0 58 284 5:45 PM 0 11 29 14 0 54 0 29 55 17 0 101 0 3 42 20 0 65 0 9 21 2 0 32 252 Peak Hour Total 0 42 172 54 0 268 0 86 198 83 0 367 0 19 165 57 0 241 0 29 129 17 0 175 1051 PHF 0.000 0.955 0.662 0.675 0.000 0.713 0.000 0.741 0.900 0.830 0.000 0.908 1 0.000 0.679 0.959 0.713 0.000 0.927 0.000 0.725 0.733 0.472 0.000 0.754 0.925 Heavy Vehicle% 0.00% 2.38% 0.00% 1.85% 0.00% 0.75% 0.00% 0.00% 0.51% 1.20% 0.00% 0.54% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.4% Total Vehicles On Le 545 Vehicles Entering Vehicles Exiting Intersection 268 Intersection 277 Southbound Cars 53 172 41 0 0 Hea 1 0 0 0 Total 54 172 42 0 �¢0� Cars Heavy Total Cars Heavy Total Vehicles vehicles Entering 0 0 0 IL 82 1 83 Entering Total Intersection Intersection Total on hLeg 175 'a0 0 0 41,icles 197 1 198 m 367 on Legor c° 446 w 29 0 29 J PM Peak Hour Volumes j 86 0 g6 ii. 595 vehicles vehicles Exiting 129 0 129 0 0 0 Exiang Intersection Intersection 271 17 0 17 M1* 0 0 0 228 A ♦1 t f♦ Cars 0 0 19 165 57 Heavy0 0 0 0 0 Total 1 0 0 19 165 57 Northbound Vehicles Entering Vehicles Exiting Intersection 241 Intersection 275 Total Vehicles On Leg 516 j ENGIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho APPENDIX C: 2021 CAPACITY ANALYSIS REPORTS August 2021 C Timings 2021 Existing 1: Ten Mile Rd & McMillan Rd AIM Peak Hour -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 43 152 101 115 119 40 94 391 104 69 534 13 Future Volume(vph) 43 152 101 115 119 40 94 391 104 69 534 13 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Detector Phase 1 6 6 5 2 2 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 10.0 35.0 35.0 10.0 36.0 36.0 10.0 29.0 29.0 10.0 29.0 29.0 Total Split(s) 20.0 25.0 25.0 20.0 25.0 25.0 20.0 40.0 40.0 20.0 40.0 40.0 Total Split(%) 19.0% 23.8% 23.8% 19.0% 23.8% 23.8% 19.0% 38.1% 38.1% 19.0% 38.1% 38.1% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green(s) 19.8 15.2 15.2 26.3 20.6 20.6 27.8 22.3 22.3 27.2 22.0 22.0 Actuated g/C Ratio 0.29 0.22 0.22 0.38 0.30 0.30 0.40 0.32 0.32 0.39 0.32 0.32 v/c Ratio 0.13 0.46 0.28 0.31 0.28 0.09 0.30 0.42 0.21 0.19 0.59 0.03 Control Delay 17.2 33.9 7.9 18.4 25.8 0.3 14.9 22.2 4.8 13.6 24.9 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.2 33.9 7.9 18.4 25.8 0.3 14.9 22.2 4.8 13.6 24.9 0.1 LOS B C A B C A B C A B C A Approach Delay 22.6 19.0 18.0 23.1 Approach LOS C B B C Intersection Summary Cycle Length: 105 Actuated Cycle Length:69.3 Natural Cycle:85 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.59 Intersection Signal Delay:20.7 Intersection LOS:C Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Rd&McMillan Rd 01 02 03 04 s s o 5 --1"06 s Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2021 Existing 1: Ten Mile Rd & McMillan Rd AIM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(veh/h) 43 152 101 115 119 40 94 391 104 69 534 13 Future Volume(veh/h) 43 152 101 115 119 40 94 391 104 69 534 13 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.97 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1758 1772 1730 1772 1772 1702 1772 1772 1744 1688 Adj Flow Rate,veh/h 51 179 119 139 143 48 103 430 114 79 614 15 Peak Hour Factor 0.85 0.85 0.85 0.83 0.83 0.83 0.91 0.91 0.91 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 3 2 5 2 2 7 2 2 4 8 Cap,veh/h 395 327 270 380 392 338 360 1000 453 408 998 417 Arrive On Green 0.05 0.18 0.18 0.09 0.23 0.23 0.07 0.31 0.31 0.06 0.30 0.30 Sat Flow,vehlh 1688 1772 1465 1688 1730 1494 1688 3233 1463 1688 3313 1385 Grp Volume(v),veh/h 51 179 119 139 143 48 103 430 114 79 614 15 Grp Sat Flow(s),vehlh/In 1688 1772 1465 1688 1730 1494 1688 1617 1463 1688 1657 1385 Q Serve(g_s),s 1.4 5.2 4.1 3.7 4.0 1.5 2.3 6.0 3.3 1.8 9.0 0.4 Cycle Q Clear(g_c),s 1.4 5.2 4.1 3.7 4.0 1.5 2.3 6.0 3.3 1.8 9.0 0.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 395 327 270 380 392 338 360 1000 453 408 998 417 V/C Ratio(X) 0.13 0.55 0.44 0.37 0.36 0.14 0.29 0.43 0.25 0.19 0.61 0.04 Avail Cap(c_a),veh/h 759 625 517 674 610 527 687 1995 903 748 2045 855 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 17.2 21.0 20.5 16.5 18.5 17.5 12.7 15.6 14.7 12.3 17.0 14.0 Incr Delay(d2),s/veh 0.1 2.0 1.6 0.2 0.8 0.3 0.2 0.4 0.4 0.1 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 0.8 3.6 2.4 2.1 2.5 0.8 1.3 3.5 1.8 1.0 5.4 0.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 17.3 23.0 22.1 16.7 19.3 17.8 12.9 16.0 15.1 12.4 17.9 14.0 LnGrp LOS B C C B B B B B B B B B Approach Vol,veh/h 349 330 647 708 Approach Delay,s/veh 21.9 18.0 15.4 17.2 Approach LOS C B B B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 7.8 17.9 9.0 22.1 10.1 15.5 8.6 22.5 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 15.0 20.0 15.0 35.0 15.0 20.0 15.0 35.0 Max Q Clear Time(g_c+l1),s 3.4 6.0 4.3 11.0 5.7 7.2 3.8 8.0 Green Ext Time(p-c),s 0.0 0.9 0.1 5.7 0.1 1.4 0.1 4.6 Intersection Summary HCM 6th Ctrl Delay 17.5 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2021 Existing 1: Ten Mile Rd & McMillan Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 43 152 101 115 119 40 94 391 104 69 534 13 Future Volume(vph) 43 152 101 115 119 40 94 391 104 69 534 13 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 0.97 1.00 1.00 0.97 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1675 1765 1466 1676 1714 1478 1676 3196 1462 1674 3288 1378 Fit Permitted 0.67 1.00 1.00 0.47 1.00 1.00 0.29 1.00 1.00 0.43 1.00 1.00 Satd. Flow(perm) 1174 1765 1466 825 1714 1478 506 3196 1462 756 3288 1378 Peak-hour factor, PHF 0.85 0.85 0.85 0.83 0.83 0.83 0.91 0.91 0.91 0.87 0.87 0.87 Adj. Flow(vph) 51 179 119 139 143 48 103 430 114 79 614 15 RTOR Reduction(vph) 0 0 88 0 0 33 0 0 75 0 0 10 Lane Group Flow(vph) 51 179 31 139 143 15 103 430 39 79 614 5 Confl. Peds. (#/hr) 2 2 4 2 4 2 Confl. Bikes(#/hr) 1 2 4 Heavy Vehicles(%) 2% 2% 3% 2% 5% 2% 2% 7% 2% 2% 4% 8% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Actuated Green,G(s) 19.8 16.3 16.3 28.0 20.4 20.4 27.6 22.2 22.2 27.0 21.9 21.9 Effective Green,g(s) 23.8 18.3 18.3 30.9 22.4 22.4 31.6 24.2 24.2 31.0 23.9 23.9 Actuated g/C Ratio 0.33 0.26 0.26 0.43 0.31 0.31 0.44 0.34 0.34 0.44 0.34 0.34 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 Lane Grp Cap(vph) 431 453 376 472 539 464 346 1086 496 420 1103 462 v/s Ratio Prot 0.01 c0.10 c0.04 0.08 c0.03 0.13 0.02 c0.19 v/s Ratio Perm 0.03 0.02 0.09 0.01 0.10 0.03 0.06 0.00 v/c Ratio 0.12 0.40 0.08 0.29 0.27 0.03 0.30 0.40 0.08 0.19 0.56 0.01 Uniform Delay,d1 16.3 21.9 20.1 12.7 18.2 16.9 12.2 17.9 15.9 12.0 19.3 15.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.0 0.8 0.1 0.1 0.4 0.0 0.2 0.3 0.1 0.1 0.8 0.0 Delay(s) 16.3 22.6 20.2 12.8 18.6 16.9 12.4 18.3 16.0 12.1 20.1 15.8 Level of Service B C C B B B B B B B C B Approach Delay(s) 20.9 15.9 16.9 19.1 Approach LOS C B B B Intersection Summary HCM 2000 Control Delay 18.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length(s) 71.2 Sum of lost time(s) 12.0 Intersection Capacity Utilization 49.9% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2021 Existing 2: Black Cat Rd & Quintale St AM Peak Hour Intersection Int Delay,s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y Vii + Traffic Vol,veh/h 12 9 2 184 131 2 Future Vol,veh/h 12 9 2 184 131 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - Veh in Median Storage,# 1 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 6 2 2 Mvmt Flow 13 10 2 204 146 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 355 147 148 0 - 0 Stage 1 147 - - - - - Stage 2 208 - - - Critical Hdwy 6.42 6.22 4.12 - Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 2.218 - Pot Cap-1 Maneuver 643 900 1434 - Stage 1 880 - - - Stage 2 827 - - - Platoon blocked,% - Mov Cap-1 Maneuver 642 900 1434 - Mov Cap-2 Maneuver 681 - - - Stage 1 879 - - Stage 2 827 - - Approach EB NB SB HCM Control Delay,s 9.9 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1434 - 760 - HCM Lane V/C Ratio 0.002 - 0.031 - HCM Control Delay(s) 7.5 - 9.9 - HCM Lane LOS A - A - HCM 95th%tile Q(veh) 0 - 0.1 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. Timings 2021 Existing 1: Ten Mile Rd & McMillan Rd PM Peak Hour -11 --1. 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 40 177 59 134 324 112 212 709 124 215 612 47 Future Volume(vph) 40 177 59 134 324 112 212 709 124 215 612 47 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Detector Phase 1 6 6 5 2 2 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 10.0 35.0 35.0 10.0 36.0 36.0 10.0 29.0 29.0 10.0 29.0 29.0 Total Split(s) 20.0 25.0 25.0 20.0 25.0 25.0 20.0 40.0 40.0 20.0 40.0 40.0 Total Split(%) 19.0% 23.8% 23.8% 19.0% 23.8% 23.8% 19.0% 38.1% 38.1% 19.0% 38.1% 38.1% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green(s) 21.7 15.4 15.4 31.0 24.8 24.8 39.3 28.2 28.2 40.8 29.0 29.0 Actuated g/C Ratio 0.25 0.18 0.18 0.36 0.29 0.29 0.45 0.32 0.32 0.47 0.33 0.33 v/c Ratio 0.17 0.61 0.17 0.40 0.72 0.24 0.61 0.72 0.25 0.66 0.57 0.09 Control Delay 22.6 44.5 1.0 24.7 41.2 7.3 19.9 31.1 7.0 23.9 27.2 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 22.6 44.5 1.0 24.7 41.2 7.3 19.9 31.1 7.0 23.9 27.2 0.3 LOS C D A C D A B C A C C A Approach Delay 32.0 30.7 25.9 24.9 Approach LOS C C C C Intersection Summary Cycle Length: 105 Actuated Cycle Length:86.8 Natural Cycle:85 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.72 Intersection Signal Delay:27.3 Intersection LOS:C Intersection Capacity Utilization 72.1% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Rd&McMillan Rd 01 02 03 04 20 s s \40- 5 --1"06 0_ s33 s Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2021 Existing 1: Ten Mile Rd & McMillan Rd PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(veh/h) 40 177 59 134 324 112 212 709 124 215 612 47 Future Volume(veh/h) 40 177 59 134 324 112 212 709 124 215 612 47 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1744 1674 Adj Flow Rate,veh/h 43 190 63 151 364 126 236 788 138 222 631 48 Peak Hour Factor 0.93 0.93 0.93 0.89 0.89 0.89 0.90 0.90 0.90 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 4 9 Cap,veh/h 205 329 279 356 424 360 428 1119 489 368 1083 454 Arrive On Green 0.04 0.19 0.19 0.09 0.24 0.24 0.12 0.33 0.33 0.11 0.33 0.33 Sat Flow,vehlh 1688 1772 1502 1688 1772 1502 1688 3367 1470 1688 3313 1388 Grp Volume(v),veh/h 43 190 63 151 364 126 236 788 138 222 631 48 Grp Sat Flow(s),vehlh/In 1688 1772 1502 1688 1772 1502 1688 1683 1470 1688 1657 1388 Q Serve(g_s),s 1.5 7.1 2.6 5.1 14.3 5.1 6.6 14.8 5.0 6.2 11.5 1.8 Cycle Q Clear(g_c),s 1.5 7.1 2.6 5.1 14.3 5.1 6.6 14.8 5.0 6.2 11.5 1.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 205 329 279 356 424 360 428 1119 489 368 1083 454 V/C Ratio(X) 0.21 0.58 0.23 0.42 0.86 0.35 0.55 0.70 0.28 0.60 0.58 0.11 Avail Cap(c_a),veh/h 486 487 413 546 487 413 575 1619 707 524 1593 668 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 23.2 27.0 25.2 20.5 26.5 23.0 14.3 21.2 17.9 15.4 20.4 17.1 Incr Delay(d2),s/veh 0.2 2.3 0.6 0.3 13.7 0.8 0.4 1.2 0.4 0.6 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 1.0 5.2 1.6 3.2 11.2 3.1 4.0 9.2 2.9 3.8 7.4 1.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 23.4 29.3 25.8 20.8 40.2 23.8 14.7 22.3 18.3 16.0 21.1 17.2 LnGrp LOS C C C C D C B C B B C B Approach Vol,veh/h 296 641 1162 901 Approach Delay,s/veh 27.7 32.4 20.3 19.6 Approach LOS C C C B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 7.9 22.4 13.7 28.8 11.8 18.5 13.3 29.2 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 15.0 20.0 15.0 35.0 15.0 20.0 15.0 35.0 Max Q Clear Time(g_c+l1),s 3.5 16.3 8.6 13.5 7.1 9.1 8.2 16.8 Green Ext Time(p-c),s 0.0 1.1 0.2 5.9 0.1 1.1 0.2 7.3 Intersection Summary HCM 6th Ctrl Delay 23.4 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2021 Existing 1: Ten Mile Rd & McMillan Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 40 177 59 134 324 112 212 709 124 215 612 47 Future Volume(vph) 40 177 59 134 324 112 212 709 124 215 612 47 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 0.98 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1500 1676 1765 1500 1676 3353 1468 1676 3288 1374 Fit Permitted 0.38 1.00 1.00 0.41 1.00 1.00 0.29 1.00 1.00 0.18 1.00 1.00 Satd. Flow(perm) 676 1765 1500 730 1765 1500 508 3353 1468 319 3288 1374 Peak-hour factor, PHF 0.93 0.93 0.93 0.89 0.89 0.89 0.90 0.90 0.90 0.97 0.97 0.97 Adj. Flow(vph) 43 190 63 151 364 126 236 788 138 222 631 48 RTOR Reduction(vph) 0 0 49 0 0 87 0 0 82 0 0 31 Lane Group Flow(vph) 43 190 14 151 364 39 236 788 56 222 631 17 Confl. Bikes(#/hr) 1 1 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 9% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Actuated Green,G(s) 21.6 17.9 17.9 33.3 24.6 24.6 39.0 28.2 28.2 40.6 29.0 29.0 Effective Green,g(s) 25.6 19.9 19.9 35.3 26.6 26.6 43.0 30.2 30.2 44.6 31.0 31.0 Actuated g/C Ratio 0.29 0.23 0.23 0.40 0.30 0.30 0.49 0.34 0.34 0.51 0.35 0.35 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 Lane Grp Cap(vph) 261 398 338 425 532 452 417 1149 503 370 1156 483 v/s Ratio Prot 0.01 0.11 c0.05 c0.21 0.08 c0.24 c0.09 0.19 v/s Ratio Perm 0.04 0.01 0.09 0.03 0.19 0.04 0.21 0.01 v/c Ratio 0.16 0.48 0.04 0.36 0.68 0.09 0.57 0.69 0.11 0.60 0.55 0.03 Uniform Delay,d1 23.0 29.6 26.7 17.8 27.1 22.0 14.1 24.9 19.8 14.4 22.9 18.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 1.2 0.1 0.2 3.9 0.1 1.1 1.9 0.1 1.7 0.7 0.0 Delay(s) 23.1 30.8 26.7 18.0 31.0 22.1 15.2 26.7 19.9 16.1 23.6 18.8 Level of Service C C C B C C B C B B C B Approach Delay(s) 28.8 26.2 23.6 21.5 Approach LOS C C C C Intersection Summary HCM 2000 Control Delay 24.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length(s) 88.1 Sum of lost time(s) 12.0 Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2021 Existing 2: Black Cat Rd & Quintale St PM Peak Hour Intersection Int Delay,s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y Vii + Traffic Vol,veh/h 9 10 17 221 261 12 Future Vol,veh/h 9 10 17 221 261 12 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - Veh in Median Storage,# 1 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 11 19 243 287 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 575 294 300 0 - 0 Stage 1 294 - - - - - Stage 2 281 - - - Critical Hdwy 6.42 6.22 4.12 - Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 2.218 - Pot Cap-1 Maneuver 480 745 1261 - Stage 1 756 - - - Stage 2 767 - - - Platoon blocked,% - Mov Cap-1 Maneuver 473 745 1261 - Mov Cap-2 Maneuver 561 - - - Stage 1 745 - - Stage 2 767 Approach EB NB SB HCM Control Delay,s 10.8 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1261 - 645 - HCM Lane V/C Ratio 0.015 - 0.032 - HCM Control Delay(s) 7.9 - 10.8 - HCM Lane LOS A - B - HCM 95th%tile Q(veh) 0 - 0.1 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. j ENGIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho APPENDIX D: 2025 BACKGROUND SYNCHRO OUTPUTS August 2021 D Timings 2025 Background 1: Ten Mile Rd & McMillan Rd AIM Peak Hour --1. -*.-- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 52 185 123 140 145 49 114 475 126 84 649 16 Future Volume(vph) 52 185 123 140 145 49 114 475 126 84 649 16 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Detector Phase 1 6 6 5 2 2 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 10.0 35.0 35.0 10.0 36.0 36.0 10.0 29.0 29.0 10.0 29.0 29.0 Total Split(s) 20.0 40.0 40.0 20.0 40.0 40.0 20.0 70.0 70.0 20.0 70.0 70.0 Total Split(%) 13.3% 26.7% 26.7% 13.3% 26.7% 26.7% 13.3% 46.7% 46.7% 13.3% 46.7% 46.7% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green(s) 24.1 17.3 17.3 33.9 24.9 24.9 38.2 31.5 31.5 36.2 28.3 28.3 Actuated g/C Ratio 0.28 0.20 0.20 0.39 0.29 0.29 0.44 0.36 0.36 0.42 0.33 0.33 v/c Ratio 0.16 0.58 0.36 0.39 0.33 0.11 0.42 0.45 0.23 0.24 0.67 0.04 Control Delay 20.2 40.9 13.6 22.1 30.0 2.7 18.0 24.3 9.9 15.1 29.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.2 40.9 13.6 22.1 30.0 2.7 18.0 24.3 9.9 15.1 29.2 0.1 LOS C D B C C A B C A B C A Approach Delay 28.6 22.7 20.8 27.0 Approach LOS C C C C Intersection Summary Cycle Length: 150 Actuated Cycle Length:86.4 Natural Cycle:85 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.67 Intersection Signal Delay:24.6 Intersection LOS:C Intersection Capacity Utilization 60.8% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Rd&McMillan Rd 00 1 02 03 04 \40. 70 s 0 56 - �33 ]0 s Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Background 1: Ten Mile Rd & McMillan Rd AIM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(veh/h) 52 185 123 140 145 49 114 475 126 84 649 16 Future Volume(veh/h) 52 185 123 140 145 49 114 475 126 84 649 16 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.98 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1758 1772 1730 1772 1772 1702 1772 1772 1744 1688 Adj Flow Rate,veh/h 58 206 137 156 161 54 125 522 138 93 721 18 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 3 2 5 2 2 7 2 2 4 8 Cap,veh/h 375 331 273 358 407 352 342 1129 511 387 1128 472 Arrive On Green 0.05 0.19 0.19 0.10 0.24 0.24 0.07 0.35 0.35 0.06 0.34 0.34 Sat Flow,vehlh 1688 1772 1465 1688 1730 1494 1688 3233 1464 1688 3313 1387 Grp Volume(v),veh/h 58 206 137 156 161 54 125 522 138 93 721 18 Grp Sat Flow(s),vehlh/In 1688 1772 1465 1688 1730 1494 1688 1617 1464 1688 1657 1387 Q Serve(g_s),s 1.8 7.0 5.5 4.8 5.2 1.9 3.1 8.3 4.5 2.3 12.1 0.6 Cycle Q Clear(g_c),s 1.8 7.0 5.5 4.8 5.2 1.9 3.1 8.3 4.5 2.3 12.1 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 375 331 273 358 407 352 342 1129 511 387 1128 472 V/C Ratio(X) 0.15 0.62 0.50 0.44 0.40 0.15 0.37 0.46 0.27 0.24 0.64 0.04 Avail Cap(c_a),veh/h 676 941 779 576 919 794 606 3190 1445 667 3269 1369 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 19.9 24.7 24.0 18.8 21.2 20.0 13.7 16.6 15.4 13.0 18.3 14.5 Incr Delay(d2),s/veh 0.1 2.7 2.0 0.3 0.9 0.3 0.2 0.4 0.4 0.1 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 1.1 5.1 3.4 2.9 3.4 1.1 1.8 4.9 2.4 1.4 7.5 0.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 20.0 27.4 26.1 19.2 22.1 20.3 13.9 17.1 15.8 13.1 19.2 14.6 LnGrp LOS C C C B C C B B B B B B Approach Vol,veh/h 401 371 785 832 Approach Delay,s/veh 25.9 20.6 16.3 18.4 Approach LOS C C B B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 8.3 20.5 9.7 27.4 11.5 17.3 9.1 28.0 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 15.0 35.0 15.0 65.0 15.0 35.0 15.0 65.0 Max Q Clear Time(g_c+l1),s 3.8 7.2 5.1 14.1 6.8 9.0 4.3 10.3 Green Ext Time(p-c),s 0.0 1.4 0.1 8.2 0.1 2.2 0.1 6.4 Intersection Summary HCM 6th Ctrl Delay 19.3 HCM 6th LOS B Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Background 1: Ten Mile Rd & McMillan Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 52 185 123 140 145 49 114 475 126 84 649 16 Future Volume(vph) 52 185 123 140 145 49 114 475 126 84 649 16 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.97 1.00 1.00 0.97 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1675 1765 1466 1676 1714 1477 1676 3196 1462 1675 3288 1377 Fit Permitted 0.66 1.00 1.00 0.40 1.00 1.00 0.22 1.00 1.00 0.39 1.00 1.00 Satd. Flow(perm) 1155 1765 1466 701 1714 1477 391 3196 1462 681 3288 1377 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 Adj. Flow(vph) 58 206 137 156 161 54 125 522 138 93 721 18 RTOR Reduction(vph) 0 0 84 0 0 38 0 0 59 0 0 12 Lane Group Flow(vph) 58 206 53 156 161 16 125 522 79 93 721 6 Confl. Peds. (#/hr) 2 2 4 2 4 2 Confl. Bikes(#/hr) 1 2 4 Heavy Vehicles(%) 2% 2% 3% 2% 5% 2% 2% 7% 2% 2% 4% 8% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Actuated Green,G(s) 23.9 18.6 18.6 35.1 24.8 24.8 39.5 31.4 31.4 35.9 29.6 29.6 Effective Green,g(s) 27.9 20.6 20.6 37.1 26.8 26.8 43.5 33.4 33.4 39.9 31.6 31.6 Actuated g/C Ratio 0.32 0.23 0.23 0.42 0.31 0.31 0.50 0.38 0.38 0.45 0.36 0.36 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 Lane Grp Cap(vph) 410 414 343 446 523 450 341 1215 556 403 1183 495 v/s Ratio Prot 0.01 c0.12 c0.05 0.09 c0.04 0.16 0.02 c0.22 v/s Ratio Perm 0.03 0.04 0.09 0.01 0.14 0.05 0.08 0.00 v/c Ratio 0.14 0.50 0.15 0.35 0.31 0.04 0.37 0.43 0.14 0.23 0.61 0.01 Uniform Delay,d1 21.2 29.1 26.7 16.6 23.4 21.4 13.4 20.1 17.8 14.0 23.0 18.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 1.3 0.3 0.2 0.5 0.0 0.2 0.3 0.2 0.1 1.0 0.0 Delay(s) 21.2 30.4 27.0 16.8 23.8 21.5 13.7 20.5 18.0 14.1 24.1 18.1 Level of Service C C C B C C B C B B C B Approach Delay(s) 27.9 20.5 19.0 22.8 Approach LOS C C B C Intersection Summary HCM 2000 Control Delay 22.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length(s) 87.8 Sum of lost time(s) 12.0 Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Background 2: Black Cat Rd & Quintale St AM Peak Hour Intersection Int Delay,s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y + Traffic Vol,veh/h 12 9 2 199 142 2 Future Vol,veh/h 12 9 2 199 142 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - Veh in Median Storage,# 1 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 6 2 2 Mvmt Flow 13 10 2 221 158 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 384 159 160 0 - 0 Stage 1 159 - - - - - Stage 2 225 - - - Critical Hdwy 6.42 6.22 4.12 - Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 2.218 - Pot Cap-1 Maneuver 619 886 1419 - Stage 1 870 - - - Stage 2 812 - - - Platoon blocked,% - Mov Cap-1 Maneuver 618 886 1419 - Mov Cap-2 Maneuver 664 - - - Stage 1 869 - - Stage 2 812 Approach EB NB SB HCM Control Delay,s 10 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1419 - 744 - HCM Lane V/C Ratio 0.002 - 0.031 - HCM Control Delay(s) 7.5 - 10 - HCM Lane LOS A - B - HCM 95th%tile Q(veh) 0 - 0.1 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. Timings 2025 Background 1: Ten Mile Rd & McMillan Rd PM Peak Hour --1. -*.-- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 49 215 72 163 394 136 258 862 151 261 744 57 Future Volume(vph) 49 215 72 163 394 136 258 862 151 261 744 57 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Detector Phase 1 6 6 5 2 2 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 10.0 35.0 35.0 10.0 36.0 36.0 10.0 29.0 29.0 10.0 29.0 29.0 Total Split(s) 20.0 40.0 40.0 20.0 40.0 40.0 25.0 65.0 65.0 25.0 65.0 65.0 Total Split(%) 13.3% 26.7% 26.7% 13.3% 26.7% 26.7% 16.7% 43.3% 43.3% 16.7% 43.3% 43.3% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green(s) 35.5 28.2 28.2 46.1 36.5 36.5 61.3 45.6 45.6 65.6 47.8 47.8 Actuated g/C Ratio 0.28 0.23 0.23 0.37 0.29 0.29 0.49 0.36 0.36 0.52 0.38 0.38 v/c Ratio 0.29 0.58 0.19 0.53 0.85 0.30 0.79 0.78 0.28 0.84 0.61 0.10 Control Delay 33.8 52.8 8.3 36.5 61.7 20.2 32.6 40.7 15.3 50.5 33.9 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 33.8 52.8 8.3 36.5 61.7 20.2 32.6 40.7 15.3 50.5 33.9 2.3 LOS C D A D E C C D B D C A Approach Delay 40.6 47.6 36.0 36.3 Approach LOS D D D D Intersection Summary Cycle Length: 150 Actuated Cycle Length: 125.1 Natural Cycle:85 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.85 Intersection Signal Delay:39.0 Intersection LOS: D Intersection Capacity Utilization 83.1% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Rd&McMillan Rd 00 1 02 03 04 \40. s} 05 6 - I S s Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Background 1: Ten Mile Rd & McMillan Rd PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(veh/h) 49 215 72 163 394 136 258 862 151 261 744 57 Future Volume(veh/h) 49 215 72 163 394 136 258 862 151 261 744 57 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1744 1674 Adj Flow Rate,veh/h 53 231 77 181 438 151 287 958 168 269 767 59 Peak Hour Factor 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 4 9 Cap,veh/h 165 384 326 342 494 419 399 1273 556 332 1231 516 Arrive On Green 0.04 0.22 0.22 0.10 0.28 0.28 0.12 0.38 0.38 0.12 0.37 0.37 Sat Flow,vehlh 1688 1772 1502 1688 1772 1502 1688 3367 1470 1688 3313 1389 Grp Volume(v),veh/h 53 231 77 181 438 151 287 958 168 269 767 59 Grp Sat Flow(s),vehlh/In 1688 1772 1502 1688 1772 1502 1688 1683 1470 1688 1657 1389 Q Serve(g_s),s 2.6 12.5 4.5 8.5 25.2 8.6 11.0 26.3 8.5 10.3 20.1 3.0 Cycle Q Clear(g_c),s 2.6 12.5 4.5 8.5 25.2 8.6 11.0 26.3 8.5 10.3 20.1 3.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 165 384 326 342 494 419 399 1273 556 332 1231 516 V/C Ratio(X) 0.32 0.60 0.24 0.53 0.89 0.36 0.72 0.75 0.30 0.81 0.62 0.11 Avail Cap(c_a),veh/h 340 583 494 412 583 494 506 1899 829 450 1869 783 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 32.3 37.5 34.4 27.5 36.7 30.7 19.6 28.7 23.2 22.1 27.3 21.9 Incr Delay(d2),s/veh 0.4 2.1 0.5 0.5 14.5 0.7 2.3 1.3 0.4 5.6 0.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 1.8 9.2 3.0 5.9 17.9 5.6 7.6 15.6 5.2 7.7 12.3 1.7 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 32.7 39.6 34.9 28.0 51.3 31.5 22.0 30.1 23.7 27.8 28.1 22.1 LnGrp LOS C D C C D C C C C C C C Approach Vol,veh/h 361 770 1413 1095 Approach Delay,s/veh 37.6 41.9 27.7 27.7 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 9.0 34.7 18.2 44.5 15.5 28.1 17.5 45.2 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 15.0 35.0 20.0 60.0 15.0 35.0 20.0 60.0 Max Q Clear Time(g_c+l1),s 4.6 27.2 13.0 22.1 10.5 14.5 12.3 28.3 Green Ext Time(p-c),s 0.0 2.5 0.2 8.8 0.1 1.9 0.2 11.9 Intersection Summary HCM 6th Ctrl Delay 31.7 HCM 6th LOS C Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Background 1: Ten Mile Rd & McMillan Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 49 215 72 163 394 136 258 862 151 261 744 57 Future Volume(vph) 49 215 72 163 394 136 258 862 151 261 744 57 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 0.98 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1500 1676 1765 1500 1676 3353 1469 1676 3288 1374 Fit Permitted 0.21 1.00 1.00 0.37 1.00 1.00 0.19 1.00 1.00 0.14 1.00 1.00 Satd. Flow(perm) 373 1765 1500 647 1765 1500 330 3353 1469 251 3288 1374 Peak-hour factor, PHF 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 Adj. Flow(vph) 53 231 77 181 438 151 287 958 168 269 767 59 RTOR Reduction(vph) 0 0 58 0 0 61 0 0 53 0 0 38 Lane Group Flow(vph) 53 231 19 181 438 90 287 958 115 269 767 21 Confl. Bikes(#/hr) 1 1 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 9% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Actuated Green,G(s) 35.4 29.5 29.5 47.2 36.3 36.3 67.1 46.7 46.7 60.5 43.4 43.4 Effective Green,g(s) 39.4 31.5 31.5 49.2 38.3 38.3 70.8 48.7 48.7 64.5 45.4 45.4 Actuated g/C Ratio 0.31 0.25 0.25 0.39 0.30 0.30 0.56 0.39 0.39 0.51 0.36 0.36 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 Lane Grp Cap(vph) 198 441 375 372 536 455 424 1295 567 344 1184 495 v/s Ratio Prot 0.02 0.13 c0.06 c0.25 c0.12 0.29 c0.12 0.23 v/s Ratio Perm 0.07 0.01 0.13 0.06 0.26 0.08 c0.28 0.02 v/c Ratio 0.27 0.52 0.05 0.49 0.82 0.20 0.68 0.74 0.20 0.78 0.65 0.04 Uniform Delay,d1 32.2 40.8 35.9 27.2 40.6 32.5 18.5 33.2 25.7 24.2 33.6 26.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.3 1.5 0.1 0.4 9.8 0.3 3.4 2.4 0.2 10.2 1.4 0.0 Delay(s) 32.4 42.2 36.0 27.5 50.4 32.8 21.9 35.6 26.0 34.4 35.0 26.2 Level of Service C D D C D C C D C C D C Approach Delay(s) 39.5 41.6 31.7 34.4 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 35.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length(s) 126.0 Sum of lost time(s) 12.0 Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Background 2: Black Cat Rd & Quintale St PM Peak Hour Intersection Int Delay,s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y + Traffic Vol,veh/h 9 10 17 239 283 12 Future Vol,veh/h 9 10 17 239 283 12 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 50 - - Veh in Median Storage,# 1 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 11 19 263 311 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 619 318 324 0 - 0 Stage 1 318 - - - - - Stage 2 301 - - - Critical Hdwy 6.42 6.22 4.12 - Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 2.218 - Pot Cap-1 Maneuver 452 723 1236 - Stage 1 738 - - - Stage 2 751 - - - Platoon blocked,% - Mov Cap-1 Maneuver 445 723 1236 - Mov Cap-2 Maneuver 540 - - - Stage 1 727 - - Stage 2 751 - - Approach EB NB SB HCM Control Delay,s 11 0.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1236 - 623 - HCM Lane V/C Ratio 0.015 - 0.034 - HCM Control Delay(s) 8 - 11 - HCM Lane LOS A - B - HCM 95th%tile Q(veh) 0 - 0.1 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. j ENGIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho APPENDIX E: 2025 TOTAL SYNCHRO OUTPUTS August 2021 E Timings 2025 Total 1: Ten Mile Rd & McMillan Rd AIM Peak Hour --1. -*.-- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 92 201 172 140 150 49 130 475 126 84 649 30 Future Volume(vph) 92 201 172 140 150 49 130 475 126 84 649 30 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Detector Phase 1 6 6 5 2 2 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 10.0 35.0 35.0 10.0 36.0 36.0 10.0 29.0 29.0 10.0 29.0 29.0 Total Split(s) 20.0 45.0 45.0 20.0 45.0 45.0 20.0 65.0 65.0 20.0 65.0 65.0 Total Split(%) 13.3% 30.0% 30.0% 13.3% 30.0% 30.0% 13.3% 43.3% 43.3% 13.3% 43.3% 43.3% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green(s) 27.4 18.8 18.8 33.4 21.8 21.8 40.2 32.9 32.9 37.0 29.0 29.0 Actuated g/C Ratio 0.31 0.21 0.21 0.37 0.24 0.24 0.45 0.37 0.37 0.41 0.32 0.32 v/c Ratio 0.25 0.60 0.45 0.41 0.40 0.13 0.47 0.44 0.23 0.24 0.68 0.07 Control Delay 21.3 41.6 14.0 22.9 33.8 3.0 19.4 24.9 11.0 15.8 30.6 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.3 41.6 14.0 22.9 33.8 3.0 19.4 24.9 11.0 15.8 30.6 0.3 LOS C D B C C A B C B B C A Approach Delay 27.4 24.9 21.5 27.8 Approach LOS C C C C Intersection Summary Cycle Length: 150 Actuated Cycle Length:89.4 Natural Cycle:85 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.68 Intersection Signal Delay:25.3 Intersection LOS:C Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Rd&McMillan Rd 00 1 02 03 04 s} 05 6 37 13 s Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Total 1: Ten Mile Rd & McMillan Rd AIM Peak Hour t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(veh/h) 92 201 172 140 150 49 130 475 126 84 649 30 Future Volume(veh/h) 92 201 172 140 150 49 130 475 126 84 649 30 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.98 1.00 0.97 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1758 1772 1730 1772 1772 1702 1772 1772 1744 1688 Adj Flow Rate,veh/h 102 223 191 156 167 54 143 522 138 93 721 33 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 3 2 5 2 2 7 2 2 4 8 Cap,veh/h 390 358 296 352 403 348 343 1141 517 382 1105 463 Arrive On Green 0.07 0.20 0.20 0.10 0.23 0.23 0.08 0.35 0.35 0.06 0.33 0.33 Sat Flow,vehlh 1688 1772 1466 1688 1730 1494 1688 3233 1464 1688 3313 1387 Grp Volume(v),veh/h 102 223 191 156 167 54 143 522 138 93 721 33 Grp Sat Flow(s),vehlh/In 1688 1772 1466 1688 1730 1494 1688 1617 1464 1688 1657 1387 Q Serve(g_s),s 3.3 8.0 8.3 5.0 5.7 2.0 3.8 8.6 4.7 2.5 12.9 1.1 Cycle Q Clear(g_c),s 3.3 8.0 8.3 5.0 5.7 2.0 3.8 8.6 4.7 2.5 12.9 1.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 390 358 296 352 403 348 343 1141 517 382 1105 463 V/C Ratio(X) 0.26 0.62 0.64 0.44 0.41 0.16 0.42 0.46 0.27 0.24 0.65 0.07 Avail Cap(c_a),veh/h 643 1021 845 553 997 861 573 2795 1266 645 2864 1199 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 19.9 25.3 25.4 19.3 22.6 21.2 14.6 17.3 16.0 13.9 19.7 15.8 Incr Delay(d2),s/veh 0.1 2.5 3.3 0.3 1.0 0.3 0.3 0.4 0.4 0.1 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 2.0 5.8 5.2 3.1 3.9 1.2 2.3 5.2 2.6 1.5 8.0 0.6 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 20.0 27.8 28.7 19.7 23.6 21.5 14.9 17.7 16.4 14.1 20.6 15.9 LnGrp LOS C C C B C C B B B B C B Approach Vol,veh/h 516 377 803 847 Approach Delay,s/veh 26.6 21.7 17.0 19.7 Approach LOS C C B B Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 9.6 21.2 10.5 28.2 11.7 19.0 9.2 29.5 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 15.0 40.0 15.0 60.0 15.0 40.0 15.0 60.0 Max Q Clear Time(g_c+l1),s 5.3 7.7 5.8 14.9 7.0 10.3 4.5 10.6 Green Ext Time(p-c),s 0.1 1.5 0.1 8.2 0.1 2.8 0.1 6.4 Intersection Summary HCM 6th Ctrl Delay 20.6 HCM 6th LOS C Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Total 1: Ten Mile Rd & McMillan Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 92 201 172 140 150 49 130 475 126 84 649 30 Future Volume(vph) 92 201 172 140 150 49 130 475 126 84 649 30 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.97 1.00 1.00 0.97 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1675 1765 1466 1676 1714 1477 1676 3196 1462 1674 3288 1377 Fit Permitted 0.63 1.00 1.00 0.37 1.00 1.00 0.22 1.00 1.00 0.40 1.00 1.00 Satd. Flow(perm) 1110 1765 1466 648 1714 1477 385 3196 1462 698 3288 1377 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 0.90 0.90 0.90 Adj. Flow(vph) 102 223 191 156 167 54 143 522 138 93 721 33 RTOR Reduction(vph) 0 0 114 0 0 40 0 0 55 0 0 21 Lane Group Flow(vph) 102 223 77 156 167 14 143 522 83 93 721 12 Confl. Peds. (#/hr) 2 2 4 2 4 2 Confl. Bikes(#/hr) 1 2 4 Heavy Vehicles(%) 2% 2% 3% 2% 5% 2% 2% 7% 2% 2% 4% 8% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Actuated Green,G(s) 27.2 18.8 18.8 33.2 21.8 21.8 41.5 32.7 32.7 36.7 30.3 30.3 Effective Green,g(s) 31.2 20.8 20.8 37.2 23.8 23.8 45.5 34.7 34.7 40.7 32.3 32.3 Actuated g/C Ratio 0.35 0.23 0.23 0.42 0.27 0.27 0.51 0.39 0.39 0.46 0.36 0.36 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 Lane Grp Cap(vph) 453 411 341 424 456 393 352 1241 568 409 1189 498 v/s Ratio Prot 0.03 c0.13 c0.06 0.10 c0.05 0.16 0.02 c0.22 v/s Ratio Perm 0.05 0.05 0.10 0.01 0.16 0.06 0.08 0.01 v/c Ratio 0.23 0.54 0.23 0.37 0.37 0.04 0.41 0.42 0.15 0.23 0.61 0.02 Uniform Delay,d1 20.1 30.1 27.7 17.4 26.6 24.3 13.3 20.0 17.7 14.1 23.3 18.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.1 1.8 0.5 0.2 0.7 0.1 0.3 0.3 0.2 0.1 1.0 0.0 Delay(s) 20.2 31.9 28.2 17.6 27.3 24.3 13.5 20.3 17.9 14.2 24.3 18.4 Level of Service C C C B C C B C B B C B Approach Delay(s) 28.2 22.8 18.7 23.0 Approach LOS C C B C Intersection Summary HCM 2000 Control Delay 22.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.52 Actuated Cycle Length(s) 89.3 Sum of lost time(s) 12.0 Intersection Capacity Utilization 59.3% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 2: Black Cat Rd & Quintale St AM Peak Hour Intersection Int Delay,s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 12 0 9 14 0 30 2 201 4 9 147 2 Future Vol,veh/h 12 0 9 14 0 30 2 201 4 9 147 2 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - 100 - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 6 2 2 2 2 Mvmt Flow 13 0 10 16 0 33 2 223 4 10 163 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 430 415 164 418 414 225 165 0 0 227 0 0 Stage 1 184 184 - 229 229 - - - - - - - Stage 2 246 231 - 189 185 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 535 528 881 545 529 814 1413 - 1341 - Stage 1 818 747 - 774 715 - - - - - Stage 2 758 713 - 813 747 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 509 523 881 535 524 814 1413 - 1341 - Mov Cap-2 Maneuver 509 523 - 535 524 - - - - - Stage 1 817 741 - 773 714 - - - Stage 2 726 712 - 797 741 - - - Approach EB WB NB SIB HCM Control Delay,s 11 10.5 0.1 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1413 - 621 698 1341 - HCM Lane V/C Ratio 0.002 - 0.038 0.07 0.007 - HCM Control Delay(s) 7.6 - 11 10.5 7.7 0 - HCM Lane LOS A - B B A A - HCM 95th%tile Q(veh) 0 - 0.1 0.2 0 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. Timings 2025 Total 1: Ten Mile Rd & McMillan Rd PM Peak Hour --1. -*.-- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 75 226 104 163 412 136 312 862 151 261 744 102 Future Volume(vph) 75 226 104 163 412 136 312 862 151 261 744 102 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Detector Phase 1 6 6 5 2 2 3 8 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split(s) 10.0 35.0 35.0 10.0 36.0 36.0 10.0 29.0 29.0 10.0 29.0 29.0 Total Split(s) 20.0 40.0 40.0 20.0 40.0 40.0 25.0 65.0 65.0 25.0 65.0 65.0 Total Split(%) 13.3% 26.7% 26.7% 13.3% 26.7% 26.7% 16.7% 43.3% 43.3% 16.7% 43.3% 43.3% Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Min Min None Min Min Act Effct Green(s) 40.6 31.8 31.8 48.6 35.9 35.9 66.2 46.9 46.9 63.2 45.4 45.4 Actuated g/C Ratio 0.31 0.25 0.25 0.37 0.28 0.28 0.51 0.36 0.36 0.49 0.35 0.35 v/c Ratio 0.47 0.56 0.26 0.53 0.94 0.32 0.92 0.79 0.29 0.87 0.67 0.20 Control Delay 38.4 51.7 15.5 36.3 75.6 20.8 53.4 42.5 15.5 55.3 38.5 8.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.4 51.7 15.5 36.3 75.6 20.8 53.4 42.5 15.5 55.3 38.5 8.8 LOS D D B D E C D D B E D A Approach Delay 40.0 56.1 42.0 39.7 Approach LOS D E D D Intersection Summary Cycle Length: 150 Actuated Cycle Length: 129.7 Natural Cycle:85 Control Type:Actuated-Uncoordinated Maximum v/c Ratio:0.94 Intersection Signal Delay:44.0 Intersection LOS: D Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 1:Ten Mile Rd&McMillan Rd 00 1 02 03 04 \40. s} 05 6 - I S s Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Total 1: Ten Mile Rd & McMillan Rd PM Peak Hour t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(veh/h) 75 226 104 163 412 136 312 862 151 261 744 102 Future Volume(veh/h) 75 226 104 163 412 136 312 862 151 261 744 102 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1744 1674 Adj Flow Rate,veh/h 81 243 112 181 458 151 347 958 168 269 767 105 Peak Hour Factor 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 4 9 Cap,veh/h 174 419 355 344 501 425 408 1246 544 328 1130 474 Arrive On Green 0.05 0.24 0.24 0.10 0.28 0.28 0.15 0.37 0.37 0.12 0.34 0.34 Sat Flow,vehlh 1688 1772 1502 1688 1772 1502 1688 3367 1470 1688 3313 1388 Grp Volume(v),veh/h 81 243 112 181 458 151 347 958 168 269 767 105 Grp Sat Flow(s),vehlh/In 1688 1772 1502 1688 1772 1502 1688 1683 1470 1688 1657 1388 Q Serve(g_s),s 4.1 13.8 7.0 8.9 28.4 9.1 14.9 28.5 9.2 11.6 22.5 6.1 Cycle Q Clear(g_c),s 4.1 13.8 7.0 8.9 28.4 9.1 14.9 28.5 9.2 11.6 22.5 6.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 174 419 355 344 501 425 408 1246 544 328 1130 474 V/C Ratio(X) 0.47 0.58 0.32 0.53 0.91 0.36 0.85 0.77 0.31 0.82 0.68 0.22 Avail Cap(c_a),veh/h 313 546 463 404 546 463 451 1778 776 420 1750 733 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 33.0 38.4 35.8 28.2 39.4 32.5 22.9 31.5 25.5 24.6 32.1 26.7 Incr Delay(d2),s/veh 0.7 1.8 0.7 0.5 19.7 0.7 12.3 1.7 0.5 7.7 1.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 2.9 9.9 0.1 6.2 20.6 6.0 11.2 16.9 5.8 8.7 13.7 3.6 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 33.7 40.2 36.5 28.7 59.1 33.2 35.2 33.2 25.9 32.4 33.1 27.0 LnGrp LOS C D D C E C D C C C C C Approach Vol,veh/h 436 790 1473 1141 Approach Delay,s/veh 38.0 47.2 32.9 32.4 Approach LOS D D C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 10.7 37.1 22.1 43.8 15.9 31.9 18.8 47.0 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 15.0 35.0 20.0 60.0 15.0 35.0 20.0 60.0 Max Q Clear Time(g_c+l1),s 6.1 30.4 16.9 24.5 10.9 15.8 13.6 30.5 Green Ext Time(p-c),s 0.0 1.7 0.2 9.0 0.1 2.2 0.2 11.6 Intersection Summary HCM 6th Ctrl Delay 36.2 HCM 6th LOS D Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Total 1: Ten Mile Rd & McMillan Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r t r tt r tt r Traffic Volume(vph) 75 226 104 163 412 136 312 862 151 261 744 102 Future Volume(vph) 75 226 104 163 412 136 312 862 151 261 744 102 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 0.98 Flpb,ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 1765 1500 1676 1765 1500 1676 3353 1469 1676 3288 1374 Fit Permitted 0.15 1.00 1.00 0.36 1.00 1.00 0.20 1.00 1.00 0.13 1.00 1.00 Satd. Flow(perm) 258 1765 1500 643 1765 1500 358 3353 1469 226 3288 1374 Peak-hour factor, PHF 0.93 0.93 0.93 0.90 0.90 0.90 0.90 0.90 0.90 0.97 0.97 0.97 Adj. Flow(vph) 81 243 112 181 458 151 347 958 168 269 767 105 RTOR Reduction(vph) 0 0 64 0 0 61 0 0 54 0 0 55 Lane Group Flow(vph) 81 243 48 181 458 90 347 958 114 269 767 50 Confl. Bikes(#/hr) 1 1 Heavy Vehicles(%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 9% Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 6 2 2 8 8 4 4 Actuated Green,G(s) 40.6 31.9 31.9 48.6 35.9 35.9 65.0 46.6 46.6 63.2 45.7 45.7 Effective Green,g(s) 44.6 33.9 33.9 51.6 37.9 37.9 69.0 48.6 48.6 67.2 47.7 47.7 Actuated g/C Ratio 0.35 0.26 0.26 0.40 0.29 0.29 0.54 0.38 0.38 0.52 0.37 0.37 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 2.0 4.0 4.0 Lane Grp Cap(vph) 207 464 395 375 519 441 400 1266 554 337 1218 509 v/s Ratio Prot 0.03 0.14 c0.05 c0.26 c0.14 0.29 0.12 0.23 v/s Ratio Perm 0.10 0.03 0.14 0.06 c0.33 0.08 0.30 0.04 v/c Ratio 0.39 0.52 0.12 0.48 0.88 0.20 0.87 0.76 0.21 0.80 0.63 0.10 Uniform Delay,d1 31.3 40.5 36.1 26.9 43.3 34.1 21.3 34.9 27.0 27.6 33.2 26.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 0.4 1.4 0.2 0.4 16.5 0.3 17.1 2.8 0.3 11.6 1.2 0.1 Delay(s) 31.8 41.9 36.3 27.3 59.8 34.4 38.5 37.7 27.3 39.2 34.4 26.6 Level of Service C D D C E C D D C D C C Approach Delay(s) 38.6 47.5 36.7 34.8 Approach LOS D D D C Intersection Summary HCM 2000 Control Delay 38.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length(s) 128.7 Sum of lost time(s) 12.0 Intersection Capacity Utilization 81.0% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 2: Black Cat Rd & Quintale St PM Peak Hour Intersection Int Delay,s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 9 0 10 10 0 20 17 244 17 34 286 12 Future Vol,veh/h 9 0 10 10 0 20 17 244 17 34 286 12 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - 100 - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 0 11 11 0 22 19 268 19 37 314 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 722 720 321 716 717 278 327 0 0 287 0 0 Stage 1 395 395 - 316 316 - - - - - - - Stage 2 327 325 - 400 401 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 342 354 720 345 355 761 1233 - 1275 - Stage 1 630 605 - 695 655 - - - - - Stage 2 686 649 - 626 601 - - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 319 336 720 326 337 761 1233 - 1275 - Mov Cap-2 Maneuver 319 336 - 326 337 - - - - - Stage 1 621 583 - 685 645 - - - - Stage 2 656 639 - 594 579 - - - Approach EB WB NB SB HCM Control Delay,s 13.4 12.3 0.5 0.8 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1233 - 451 527 1275 - HCM Lane V/C Ratio 0.015 - 0.046 0.063 0.029 - HCM Control Delay(s) 8 - 13.4 12.3 7.9 0 - HCM Lane LOS A - B B A A - HCM 95th%tile Q(veh) 0 - 0.1 0.2 0.1 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Mitigation 3: Grand Lakes Wy & McMillan Rd 2025 Total AM Peak Hour Intersection Int Delay,s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Vii + Traffic Vol,veh/h 306 8 26 186 23 74 Future Vol,veh/h 306 8 26 186 23 74 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 340 9 29 207 26 82 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 349 0 610 345 Stage 1 - - - - 345 - Stage 2 - 265 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1210 458 698 Stage 1 - 717 - Stage 2 - 779 - Platoon blocked,% Mov Cap-1 Maneuver 1210 447 698 Mov Cap-2 Maneuver - 447 - Stage 1 - 717 Stage 2 - 760 Approach EB WB NB HCM Control Delay,s 0 1 12.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 616 - 1210 HCM Lane V/C Ratio 0.175 - 0.024 HCM Control Delay(s) 12.1 - 8 HCM Lane LOS B - A HCM 95th%tile Q(veh) 0.6 - 0.1 Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 3: Grand Lakes Wy & McMillan Rd AM Peak Hour Intersection Int Delay,s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol,veh/h 306 8 26 186 23 74 Future Vol,veh/h 306 8 26 186 23 74 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 340 9 29 207 26 82 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 349 0 610 345 Stage 1 - - - - 345 - Stage 2 - 265 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1210 458 698 Stage 1 - 717 - Stage 2 - 779 - Platoon blocked,% Mov Cap-1 Maneuver 1210 446 698 Mov Cap-2 Maneuver - 446 - Stage 1 - 717 Stage 2 - 758 Approach EB WB NB HCM Control Delay,s 0 1 12.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 616 - 1210 HCM Lane V/C Ratio 0.175 - 0.024 HCM Control Delay(s) 12.1 - 8 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.6 - 0.1 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total A: Grand Lakes Wy & Bridle Horse St AM Peak Hour Intersection Int Delay,s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 27 0 0 0 0 36 0 34 0 12 13 9 Future Vol,veh/h 27 0 0 0 0 36 0 34 0 12 13 9 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 0 0 0 0 40 0 38 0 13 14 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 103 83 19 83 88 38 24 0 0 38 0 0 Stage 1 45 45 - 38 38 - - - - - - - Stage 2 58 38 - 45 50 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 877 807 1059 904 802 1034 1591 - 1572 - Stage 1 969 857 - 977 863 - - - - - Stage 2 954 863 - 969 853 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 838 801 1059 899 796 1034 1591 - 1572 - Mov Cap-2 Maneuver 838 801 - 899 796 - - - - - Stage 1 969 850 - 977 863 - - - Stage 2 917 863 - 961 846 - - - Approach EB WB NB SIB HCM Control Delay,s 9.5 8.6 0 2.6 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1591 - 838 1034 1572 - HCM Lane V/C Ratio - - 0.036 0.039 0.008 - HCM Control Delay(s) 0 - 9.5 8.6 7.3 0 - HCM Lane LOS A - A A A A - HCM 95th%tile Q(veh) 0 - 0.1 0.1 0 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total B: Blue Whistler St & Grand Lakes Wy AM Peak Hour Intersection Int Delay,s/veh 4.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol,veh/h 6 7 0 12 22 0 Future Vol,veh/h 6 7 0 12 22 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 8 0 13 24 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 15 0 24 11 Stage 1 - - - - 11 - Stage 2 - 13 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1603 992 1070 Stage 1 - 1012 - Stage 2 - 1010 - Platoon blocked,% Mov Cap-1 Maneuver 1603 992 1070 Mov Cap-2 Maneuver - 992 - Stage 1 - 1012 Stage 2 - 1010 Approach EB WB NB HCM Control Delay,s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 992 - 1603 HCM Lane V/C Ratio 0.025 - - HCM Control Delay(s) 8.7 - 0 HCM Lane LOS A - A HCM 95th%tile Q(veh) 0.1 - 0 Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total C: Grand Lakes Wy & Davey St AM Peak Hour Intersection Int Delay,s/veh 7.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 2 12 0 1 6 0 Future Vol,veh/h 2 12 0 1 6 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 13 0 1 7 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 15 1 0 0 1 0 Stage 1 1 - - - - - Stage 2 14 - - - Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap-1 Maneuver 1004 1084 - 1622 Stage 1 1022 - - - Stage 2 1009 - - - Platoon blocked,% - Mov Cap-1 Maneuver 1000 1084 - 1622 Mov Cap-2 Maneuver 1000 - - - Stage 1 1022 - - Stage 2 1005 - - Approach WB NB SIB HCM Control Delay,s 8.4 0 7.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 1071 1622 HCM Lane V/C Ratio - 0.015 0.004 HCM Control Delay(s) - 8.4 7.2 0 HCM Lane LOS - A A A HCM 95th%tile Q(veh) - 0 0 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Mitigation 3: Grand Lakes Wy & McMillan Rd 2025 Total PM Peak Hour Intersection Int Delay,s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Vii + Traffic Vol,veh/h 274 25 85 465 14 51 Future Vol,veh/h 274 25 85 465 14 51 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 304 28 94 517 16 57 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 332 0 1023 318 Stage 1 - - - - 318 - Stage 2 - 705 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1227 261 723 Stage 1 - 738 - Stage 2 - 490 - Platoon blocked,% Mov Cap-1 Maneuver 1227 241 723 Mov Cap-2 Maneuver - 241 - Stage 1 - 738 Stage 2 - 452 Approach EB WB NB HCM Control Delay,s 0 1.3 13.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 505 - 1227 HCM Lane V/C Ratio 0.143 - 0.077 HCM Control Delay(s) 13.3 - 8.2 HCM Lane LOS B - A HCM 95th%tile Q(veh) 0.5 - 0.2 Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 3: Grand Lakes Wy & McMillan Rd PM Peak Hour Intersection Int Delay,s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol,veh/h 274 25 85 465 14 51 Future Vol,veh/h 274 25 85 465 14 51 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 304 28 94 517 16 57 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 332 0 1023 318 Stage 1 - - - - 318 - Stage 2 - 705 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1227 261 723 Stage 1 - 738 - Stage 2 - 490 - Platoon blocked,% Mov Cap-1 Maneuver 1227 233 723 Mov Cap-2 Maneuver - 233 - Stage 1 - 738 Stage 2 - 438 Approach EB WB NB HCM Control Delay,s 0 1.3 13.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 498 - 1227 HCM Lane V/C Ratio 0.145 - 0.077 HCM Control Delay(s) 13.5 - 8.2 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 0.5 - 0.2 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total A: Grand Lakes Wy & Bridle Horse St PM Peak Hour Intersection Int Delay,s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 18 0 0 0 0 23 0 24 0 40 40 31 Future Vol,veh/h 18 0 0 0 0 23 0 24 0 40 40 31 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 0 0 0 0 26 0 27 0 44 44 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 189 176 61 176 193 27 78 0 0 27 0 0 Stage 1 149 149 - 27 27 - - - - - - - Stage 2 40 27 - 149 166 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 771 717 1004 786 702 1048 1520 - 1587 - Stage 1 854 774 - 990 873 - - - - - Stage 2 975 873 - 854 761 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 736 696 1004 769 682 1048 1520 - 1587 - Mov Cap-2 Maneuver 736 696 - 769 682 - - - - - Stage 1 854 752 - 990 873 - - - Stage 2 951 873 - 829 739 - - - Approach EB WB NB SIB HCM Control Delay,s 10 8.5 0 2.6 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1520 - 736 1048 1587 - HCM Lane V/C Ratio - - 0.027 0.024 0.028 - HCM Control Delay(s) 0 - 10 8.5 7.3 0 - HCM Lane LOS A - B A A A - HCM 95th%tile Q(veh) 0 - 0.1 0.1 0.1 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total B: Blue Whistler St & Grand Lakes Wy PM Peak Hour Intersection Int Delay,s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol,veh/h 14 25 0 9 15 0 Future Vol,veh/h 14 25 0 9 15 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 28 0 10 17 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 44 0 40 30 Stage 1 - - - - 30 - Stage 2 - 10 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1564 972 1044 Stage 1 - 993 - Stage 2 - 1013 - Platoon blocked,% Mov Cap-1 Maneuver 1564 972 1044 Mov Cap-2 Maneuver - 972 - Stage 1 - 993 Stage 2 - 1013 Approach EB WB NB HCM Control Delay,s 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 972 - 1564 HCM Lane V/C Ratio 0.017 - - HCM Control Delay(s) 8.8 - 0 HCM Lane LOS A - A HCM 95th%tile Q(veh) 0.1 - 0 Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total C: Grand Lakes Wy & Dewey St PM Peak Hour Intersection Int Delay,s/veh 7.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 1 9 0 2 14 0 Future Vol,veh/h 1 9 0 2 14 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 10 0 2 16 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 33 1 0 0 2 0 Stage 1 1 - - - - - Stage 2 32 - - - Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap-1 Maneuver 980 1084 - 1620 Stage 1 1022 - - - Stage 2 991 - - - Platoon blocked,% - Mov Cap-1 Maneuver 970 1084 - 1620 Mov Cap-2 Maneuver 970 - - - Stage 1 1022 - - Stage 2 981 - - Approach WB NB SB HCM Control Delay,s 8.4 0 7.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 1071 1620 HCM Lane V/C Ratio - 0.01 0.01 HCM Control Delay(s) - 8.4 7.2 0 HCM Lane LOS - A A A HCM 95th%tile Q(veh) - 0 0 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Anlaysis 3: Grand Lakes Wy & McMillan Rd 2025 Total AM Peak Hour Intersection Int Delay,s/veh 4.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� + Traffic Vol,veh/h 306 16 56 186 38 171 Future Vol,veh/h 306 16 56 186 38 171 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 2 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 340 18 62 207 42 190 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 358 0 680 349 Stage 1 - - - - 349 - Stage 2 - 331 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1201 417 694 Stage 1 - 714 - Stage 2 - 728 - Platoon blocked,% Mov Cap-1 Maneuver 1201 395 694 Mov Cap-2 Maneuver - 569 - Stage 1 - 714 Stage 2 - 690 Approach EB WB NB HCM Control Delay,s 0 1.9 13.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 667 - 1201 HCM Lane V/C Ratio 0.348 - 0.052 HCM Control Delay(s) 13.3 - 8.2 HCM Lane LOS B - A HCM 95th%tile Q(veh) 1.6 - 0.2 Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Anlaysis 3: Grand Lakes Wy & McMillan Rd 2025 Total AM Peak Hour Intersection Int Delay,s/veh 4.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol,veh/h 306 16 56 186 38 171 Future Vol,veh/h 306 16 56 186 38 171 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 340 18 62 207 42 190 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 358 0 680 349 Stage 1 - - - - 349 - Stage 2 - 331 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1201 417 694 Stage 1 - 714 - Stage 2 - 728 - Platoon blocked,% Mov Cap-1 Maneuver 1201 393 694 Mov Cap-2 Maneuver - 393 - Stage 1 - 714 Stage 2 - 686 Approach EB WB NB HCM Control Delay,s 0 1.9 14.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 609 - 1201 HCM Lane V/C Ratio 0.381 - 0.052 HCM Control Delay(s) 14.5 - 8.2 0 HCM Lane LOS B - A A HCM 95th%tile Q(veh) 1.8 - 0.2 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Anlaysis A: Grand Lakes Wy & Bridle Horse St 2025 Total AM Peak Hour Intersection Int Delay,s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 27 0 0 0 0 36 0 146 0 12 51 9 Future Vol,veh/h 27 0 0 0 0 36 0 146 0 12 51 9 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 0 0 0 0 40 0 162 0 13 57 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 270 250 62 250 255 162 67 0 0 162 0 0 Stage 1 88 88 - 162 162 - - - - - - - Stage 2 182 162 - 88 93 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 683 653 1003 703 649 883 1535 - 1417 - Stage 1 920 822 - 840 764 - - - - - Stage 2 820 764 - 920 818 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 647 646 1003 697 643 883 1535 - 1417 - Mov Cap-2 Maneuver 647 646 - 697 643 - - - - - Stage 1 920 814 - 840 764 - - - Stage 2 783 764 - 911 810 - - - Approach EB WB NB SIB HCM Control Delay,s 10.8 9.3 0 1.3 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1535 - 647 883 1417 - HCM Lane V/C Ratio - - 0.046 0.045 0.009 - HCM Control Delay(s) 0 - 10.8 9.3 7.6 0 - HCM Lane LOS A - B A A A - HCM 95th%tile Q(veh) 0 - 0.1 0.1 0 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Anlaysis B: Blue Whistler St & Grand Lakes Wy 2025 Total AM Peak Hour Intersection Int Delay,s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol,veh/h 44 7 0 124 22 0 Future Vol,veh/h 44 7 0 124 22 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 49 8 0 138 24 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 57 0 191 53 Stage 1 - - - - 53 - Stage 2 - 138 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1547 798 1014 Stage 1 - 970 - Stage 2 - 889 - Platoon blocked,% Mov Cap-1 Maneuver 1547 798 1014 Mov Cap-2 Maneuver - 798 - Stage 1 - 970 Stage 2 - 889 Approach EB WB NB HCM Control Delay,s 0 0 9.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 798 - 1547 HCM Lane V/C Ratio 0.031 - - HCM Control Delay(s) 9.7 - 0 HCM Lane LOS A - A HCM 95th%tile Q(veh) 0.1 - 0 Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Anlaysis C: Grand Lakes Wy & Davey St 2025 Total AM Peak Hour Intersection Int Delay,s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 12 12 112 31 6 38 Future Vol,veh/h 12 12 112 31 6 38 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 13 124 34 7 42 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 197 141 0 0 158 0 Stage 1 141 - - - - - Stage 2 56 - - - Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap-1 Maneuver 792 907 - 1422 Stage 1 886 - - - Stage 2 967 - - - Platoon blocked,% - Mov Cap-1 Maneuver 788 907 - 1422 Mov Cap-2 Maneuver 788 - - - Stage 1 886 - - Stage 2 962 - - Approach WB NB SIB HCM Control Delay,s 9.4 0 1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 843 1422 HCM Lane V/C Ratio - 0.032 0.005 HCM Control Delay(s) - 9.4 7.5 0 HCM Lane LOS - A A A HCM 95th%tile Q(veh) - 0.1 0 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Analysis 3: Grand Lakes Wy & McMillan Rd 2025 Total PM Peak Hour Intersection Int Delay,s/veh 3.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� + Traffic Vol,veh/h 274 40 195 465 24 116 Future Vol,veh/h 274 40 195 465 24 116 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage,# 0 - 0 2 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 304 44 217 517 27 129 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 348 0 1277 326 Stage 1 - - - - 326 - Stage 2 - 951 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1211 184 715 Stage 1 - 731 - Stage 2 - 375 - Platoon blocked,% Mov Cap-1 Maneuver 1211 151 715 Mov Cap-2 Maneuver - 284 - Stage 1 - 731 Stage 2 - 308 Approach EB WB NB HCM Control Delay,s 0 2.5 13.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 567 - 1211 HCM Lane V/C Ratio 0.274 - 0.179 HCM Control Delay(s) 13.7 - 8.6 HCM Lane LOS B - A HCM 95th%tile Q(veh) 1.1 - 0.7 Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Analysis 3: Grand Lakes Wy & McMillan Rd 2025 Total PM Peak Hour Intersection Int Delay,s/veh 3.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol,veh/h 274 40 195 465 24 116 Future Vol,veh/h 274 40 195 465 24 116 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 304 44 217 517 27 129 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 348 0 1277 326 Stage 1 - - - - 326 - Stage 2 - 951 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1211 184 715 Stage 1 - 731 - Stage 2 - 375 - Platoon blocked,% Mov Cap-1 Maneuver 1211 138 715 Mov Cap-2 Maneuver - 138 - Stage 1 - 731 Stage 2 - 281 Approach EB WB NB HCM Control Delay,s 0 2.5 18.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 416 - 1211 HCM Lane V/C Ratio 0.374 - 0.179 HCM Control Delay(s) 18.7 - 8.6 0 HCM Lane LOS C - A A HCM 95th%tile Q(veh) 1.7 - 0.7 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Analysis A: Grand Lakes Wy & Bridle Horse St 2025 Total PM Peak Hour Intersection Int Delay,s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 18 0 0 0 0 23 0 99 0 40 165 31 Future Vol,veh/h 18 0 0 0 0 23 0 99 0 40 165 31 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None - None - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 - 0 - 0 Grade, % 0 - 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 0 0 0 0 26 0 110 0 44 183 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 411 398 200 398 415 110 217 0 0 110 0 0 Stage 1 288 288 - 110 110 - - - - - - - Stage 2 123 110 - 288 305 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 551 540 841 562 528 943 1353 - 1480 - Stage 1 720 674 - 895 804 - - - - - Stage 2 881 804 - 720 662 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 522 522 841 547 510 943 1353 - 1480 - Mov Cap-2 Maneuver 522 522 - 547 510 - - - - - Stage 1 720 651 - 895 804 - - - Stage 2 857 804 - 696 639 - - - Approach EB WB NB SIB HCM Control Delay,s 12.2 8.9 0 1.3 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1353 - 522 943 1480 - HCM Lane V/C Ratio - - 0.038 0.027 0.03 - HCM Control Delay(s) 0 - 12.2 8.9 7.5 0 - HCM Lane LOS A - B A A A - HCM 95th%tile Q(veh) 0 - 0.1 0.1 0.1 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Analysis B: Blue Whistler St & Grand Lakes Wy 2025 Total PM Peak Hour Intersection Int Delay,s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol,veh/h 139 25 0 84 15 0 Future Vol,veh/h 139 25 0 84 15 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length - - 0 Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 154 28 0 93 17 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 182 0 261 168 Stage 1 - - - - 168 - Stage 2 - 93 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1393 728 876 Stage 1 - 862 - Stage 2 - 931 - Platoon blocked,% Mov Cap-1 Maneuver 1393 728 876 Mov Cap-2 Maneuver - 728 - Stage 1 - 862 Stage 2 - 931 Approach EB WB NB HCM Control Delay,s 0 0 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 728 - 1393 HCM Lane V/C Ratio 0.023 - - HCM Control Delay(s) 10.1 - 0 HCM Lane LOS B - A HCM 95th%tile Q(veh) 0.1 - 0 Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. HCM 6th TWSC Internal Sensitivity Analysis C: Grand Lakes Wy & Dewey St 2025 Total PM Peak Hour Intersection Int Delay,s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 31 9 75 22 14 125 Future Vol,veh/h 31 9 75 22 14 125 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage,# 0 0 - 0 Grade, % 0 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 10 83 24 16 139 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 266 95 0 0 107 0 Stage 1 95 - - - - - Stage 2 171 - - - Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap-1 Maneuver 723 962 - 1484 Stage 1 929 - - - Stage 2 859 - - - Platoon blocked,% - Mov Cap-1 Maneuver 714 962 - 1484 Mov Cap-2 Maneuver 714 - - - Stage 1 929 - - Stage 2 849 - - Approach WB NB SB HCM Control Delay,s 10 0 0.8 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 758 1484 HCM Lane V/C Ratio - 0.059 0.01 HCM Control Delay(s) - 10 7.5 0 HCM Lane LOS - B A A HCM 95th%tile Q(veh) - 0.2 0 - Jamestown Ranch Subdivision-Meridian, Idaho Synchro 10 Report Traffic Impact Study-August 2021 CR Engineering, Inc. WEN GI1yF�ERI1yG,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho APPENDIX F: TURN LANE WARRANT WORKSHEETS August 2021 F ENGXEER G.INC Jamestown Ranch Subdivision Meridian, Idaho ACHD Right-Turn Lane Guideline for Two-Lane Roadways 2021 Existing Traffic Speed Right-Turn Major Road Limit Peak Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) Warrant? O Quintale Street SB 50 AM 2 133 No* and Black Cat Road PM 12 273 No *Total approach volume less than 200 vph or right-Turn volume less than 10 vph - Not Warranted t 45 mph (70 kndh Add Right-Turn y1 Lane r r $ `0 n3 h t-0 kn V F7 g 67 55 M pF 1 M 0h r w r. BOs "X7 C= HOC 1C111C CIO Major-Road Volume(one directian).vehih AM Peak 0 PM Peak 0 ENGXEER G.INC Jamestown Ranch Subdivision Meridian, Idaho ACHD Right-Turn Lane Guideline for Two-Lane Roadways 2025 Background Traffic Speed Right-Turn Major Road Limit Peak Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) Warrant? O Quintale Street SB 50 AM 2 144 No* and Black Cat Road PM 12 295 No *Total approach volume less than 200 vph or right-Turn volume less than 10 vph - Not Warranted t 45 mph 70 kn dh Add Right-Turn y1 Lane r r B `0 n70 t-D kn h F7 g a 55 rn p #` (90 kn J 1 1 DO mrh; 50C "X7 C 00 Major-Road Volume(one directian).vehih AM Peak O PM Peak 0 ENGXEER G.INC Jamestown Ranch Subdivision Meridian, Idaho ACHD Right-Turn Lane Guideline for Two-Lane Roadways 2025 Total Traffic Speed Right-Turn Major Road Limit Peak Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) Warrant? O Quintale Street SB 50 AM 2 165 No* and Black Cat Road PM 12 332 No O Quintale Street NB 50 AM 4 1 207 No* and Black Cat Road PM 17 278 No O Grand Lakes Way EB 50 AM 8 314 No* and McMillan Road PM 25 299 No OBridle Horse Street SB 25 AM 9 34 No* and Grand Lakes Way PM 31 110 No* Blue Whistler Street AM 7 13 No* O and Grand Lakes Way EB 25 PM 25 40 No* ODavey Street NB 25 AM 1 1 No* and Grand Lakes Way 1 2 2 No* *Total approach volume less than 200 vph or right-Turn volume less than 10 vph - Not Warranted ajor-Roa.Itiaarl 40 mnh 110 ,w'h Add Right-Turn Lane t t $ CA nil h :SO kn lh) a 85 Mp 3c ue7 kn-. 3 _ 2 1 80 r. (160 min, E7 -.: 100 600 '00 Yajor-Road Volume(one direction),weWh AM Peak 0 PM Peak O ENGDV `F.I Ni INC Jamestown Ranch Subdivision Meridian, Idaho ACHD Left-Turn Lane Guidelines for Two-Lane Roads, 50 mph 2025 Total Traffic Speed Advancing Opposing Left-Turn Limit Peak Volume Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) (%) Warrant? OQuintale Street SB 50 AM 133 205 5.5% No and Black Cat Road PM 273 261 10.2% No OGrand Lakes Way WB 50 AM 1 212 1 314 1 12.3% 1 No and McMillan Road I PM 1 550 299 15.5% Yes *Advancing and Opposing Volume less than 200 vph - Not Warranted L €i turn Lane Warranted z 0 a a G $ 2 G 9C9 — 2 O Left-'fun Lane Not 1 Wai ra d - 1 AdvanCing Volume(Val.rrh,h AM Peak O PM Peak O ENGBV IiINi INC Jamestown Ranch Subdivision Meridian, Idaho ACHD Left-Turn Lane Guidelines for Two-Lane Roads, 40 mph or less 2025 Total Traffic Speed Advancing Opposing Left-Turn Limit Peak Volume Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) (%) Warrant? OBridle Horse Street SB 25 AM 34 34 34.5% No & Grand Lakes Way PM 110 24 36.2% No ODavey Street SB 25 AM 6 1 100.0% No* & Grand Lakes Way PM 14 2 100.0% No * Left-Turn Volume Less than 10 vph - Not Warranted F7G left-lum5 43% 20% 15% in V, C, Add Left-Turn Lane 3G c� « Fac 7 43C D 7 C7 No Left-tun Lane ar �aG -30 1 1 2 Advancing Volume (V;,), veh h AM Peak 0 PM Peak 1O Jamestown Ranch Subdivision-Meridian, Grand Lakes Way WB Left-Turn Lane CR DAGErN ,INCI Idaho Traffic Impact Study-September 2021 2023 Total Traffic-PM Peak Hour(140 DU) Figure 2 - 5. Guideline for determining the need for a major-road left-turn bay at a two-way stop-controlled intersection. 2-lane roadway(English) INPUT Variable Value 85t"percentile speed, mph: 50 800 Percent of left-turns in advancing volume(VA), %: 8% > 700 Left-turn treatment.................. Advancing volume (VA),veh/h: 448 warranted. 0 600 Opposing volume(Va), veh/h: 263 > y 500 OUTPUTE 400 ....................................................................................................................................................................................................................................... Variable Value j 300 Limiting advancing volume(VA),veh/h: 418 C 200 Left-turn Guidance for determining the need for a major-road left-turn bay: •y treatment not Left-turn treatment warranted. a 100 warranted. Q- O 0 0 100 200 300 400 500 600 700 Advancing Volume(VA), veh/h CALIBRATION CONSTANTS Variable Value Average time for making left-turn, s: 3.0 Critical headway, s: 5.0 Average time for left-turn vehicle to clear the advancing lane, s: 1.9 j ENGIIVRING,INC. Traffic Impact Study Jamestown Ranch Subdivision—Meridian, Idaho APPENDIX G: SIGHT DISTANCE AT SITE ACCESS August 2021 G Black . R• . • Looking North � t ,ki d ...,: .fl Q _ rtnq77 ✓ [r 1 � Y q I� Y �4 ,'. T ,:>¢? ;::�,�,. :�� •.R..c.! *. ^.,;.•�Z +'�s7,�'�Z fi - ti d .:`S*q'^ .a'- ^?� s`r_?r h,' ,._, =C 4 r, a7s '` a r J A.. �, 'y+c_.. n {� ...' - .ice"• �v.,a�"r'Y` .r,..e 4 I I South of Quintale St - Black Cat Road Looking South DOCK XIIIII F `'i`atcl � � . , , e ■ e - e Access Location , - e Looking West Ile tv • � � `�. w . . - � - _ \ - & - ` � , /% . j: � - _� - r - / � . , AMMrdW _ � � � - - � Ow Proposed Access Location - McMillan Rd Looking East •; 54 41 Ik +_ w *f PL AP dr Aft 41 JL )Ad4 ir - .'t4- Joy St Looking South MGT 'rf t4 w DA,GOQN'tYREGtO DER'Phd McGrane., i 2 1-'a ,1 3bJSE:1DAH0, Pgs=2 Kl�ISTINA tC1Wr�Y Q2/ /2023 09:19 M . :WESTBERG:&COLU CTC): I l I I IIII I 111 JII II ?,> � ;QQ939222fl2#4D0293r44b(6UDr^, THIS TI2IIT ICIt}:C1 IIT SIT I"ICE tI�id ttllS; {3 4�t' Z �l :bet e'ri L:r Y. " l�S ,sote T st e;gf°T ,st;A of,Tiie,Ti is :;I 4 dlL Ve . J �5F f ily;TI, st dated I i ` 31,2002;(`� r t®g")� d L J III e4ri aerieman as iti� sdl n se °a 4>. rci rty (" rants "fie (Tr i s ddress r 2 ,65 OBt i re\ek' ',Rod' Ci abr ,III; 30 OA. I1I S' T st A��ti he Jimniie I ', cs aVe e G, I i1y rct t, at Jan' ary 31 g 07,frtcd 4 b istr tigq csf`TrustNo e bee,17, 2.t11`6, irk the District ciiirt:af tli T'citzrtb Jud eia!:I\i'trict,,of t."h State ssf Idk' ri: r'd l I h ` vi ra l -t sees cif the T st were-Ji to : Ja s' ` d l�.a e; ;Cie James.. L av" e e G. l : es` 4 C etc r 3 ,201 o F e rti ate f Death was rce ded asinsirif rrt 2015-032123; cards a` c rily;'ldah' Cori the:l ath of , 1 esg L,artyJ es, b e e: t�a� etas with i . ie J e 'J ze . J eel 11 i st 2 '0'\ , ai:a; r sult L:,' J s tits s4 t4> etc ; ii an,,, t4 istr ti 0 :tList vv fild n the abov xo e cl ii h, e tz`0 ` f Feb 0 1. p 3' \ ' ICE ,6n i iv the Qt L� `` G\J ' d rrtmie ICI. es,T st dit 4 a�i� N.Jairies and,LAVA e :J ai6es I a 'ily:T st dated arrri 31:,200 is tsr to ri t ` ri tli real r4 eLty escr bel - n%`Iad dzstribrat d tri L J e as= i' s0i 4i s rate rc' `er p p l tdget r vtth tl e Anc rne, i`rrglu irig t rd ts;issraes ca is t r rom, urs4ant,t th t s,tif tli T st-0 T I I2E O IT I I,the rai tcir free�valf$ab scam d r�trc� fir tie p. cite bf str , ,utin eeitdlrr refit property fr 'T 'st e� the im' mie N es and UV6 J es Ii` ily:T,, st daied J iu 31, 0 '7 do,'es by lies& r seat h 6y distd te, r t; atii 77 sII, eerey � rl utitei{ar ' tee as his stile; d see alb rcpet ty ttsthr wiry.lhe iiedrre,` ;. irl iddin ,the rents, i Sues grid pl ci is t et ra ;; as hid sere ' d,sep ate property, to is heifs,, ' a cl ssrgris faro;a1I a�F=that e tain arse ,of 4i,s tgzat , yen et b i'rr ire tlid c ty f da; State' fI egg as m6rep, ieii 1y,de§tHhed I` dil iitg at the se�trt n co er e'pip mom to Seciibn 7 3 i�4t;34q f N , id dirt rrrg the hint-df Lie r ih liea e; �steil' alt�ri th :sec i ri ilrie e> mare 0 ecti6'r s 2�7 d 3 I�: 2 r E' 19,93�94\feet tb a Point cart s�(d`se4 tion lime; encc,leaving said seetiori here S. 0 °1{)°22°` : 3 5`01`# t:o ps irtt Thence °2 ' 2"1 4 0 � t a crag a ii� a1,10 6 he seetac�ra Brie €sp tee ; e6titrrrs 2 d,: t4 ' 4ira can 1� = rri <se6tis�rz liste f eetacari 3 '; T h�rx arzg the t�I- :rind®stitri 1zra ': °1: "22`@ n 4 4 t tc the = 111t ,"Come o sr,; iv&\Jatnes350 21\Trustee"sDeed2:322220 'Thence S. 89°39'16" W. 2647.81 feet along the I/16th l ine to the N. I/16th corner, Thence N. 00°26'19" W. 1315.79 feet along the section line common to Sections 33 and.34 to the Point-of Beginning; Containing 74.9190 acres, more or less. SUBJECT. HOWEVER, to all taxes and assessments for the current year and thereafter,and all easements,rights-of-way,covenants,restrictions and reservations, apparent or of record_ TOGETHER withal)and singular the tenements,hereditaments,and appurtenances thereunto belonging or in anywise appertaining,the reversion and reversions,remainder and remainders as his sole and separate property together with the income, including the rents, issues and profits thereof as his sole and separate property. TO HAVE AND TO HOLD,all and singular the premises,together with the appurtenances, unto Grantee as his sole and separate property together with the income including the rents, issues and profits thereof as his sole and separate property, and to his heirs and assigns forever. IN WITNESS WHEREOF, Grantor has executed this Deed the day and year first above written. V/ Larry Jariks, T stee of Trust A of The Jimmie N. lames and Laverne G. James Family Trust dated January 31, 2007 STATE OF IDAHO } :County of ` �U1 On this day of V 021,before me, the undersigned Notary Public in and for the State of Idaho, personally appeared LARRY JAMES, known or identified to me to be the person whose name is subscribed to the within instrument as Trustee of Trust A of The Jimmie N.lames and.LaVerne G..James Family Trust dated January 31,2007,and acknowledged to me that he executed this instrument as the Trustee. 1N WITNESS WHEREOF, I have hereunto set my hand and.affixed my official seal,the day and year in this certificate first above written. .: E7ElSTllilNpALL 1 A— 4 [" r. Notary Public-State of Idaho Notary Public for State of Idaho Commission Number 39727 1 my CorT�missian Expires Feb 25, 2Q22 Restdtng at: —.. My Commission Expires: . . . . TRUSTEE'S i]LI;D OF U.1S'l-RIBUT1ON -2 �vei[:1Jam;:sl.5{)72I1"]rustee'sfJeecl2.12222t] . . AI�A'COUNTY';REGORDEf2 RhII fVICGfane. BOISE 0AHO ` g',=3 KRISTINA LOWRY. 2 i22120 '-{39.9 9, I�f . W.E5TB.,ERG.&COLLfNS GTC3 :: } $ 1 AMb NT$�5.00 0093992320210D28100301 THIS 3`UST gFtD OF D�t T'RIBU',10N 2 2J b t d Lt�t2I2 JAI E ; sok T stela�fT'rit t f hp Jilriirzie 11: es L aV, CJ. J , es 13 ?st ate ;J,; �a �y�1 . 0 7 ct � �' J�1�I ; ��ale �mist ��; st cif� � ; 1t .J ` J : <es ' d La 6 Jam s E ra iy trzst, t� a i; 2Q�11' ct t cti� ' _ y_. r rzt sr'g�, d L I2I J 11 an:U �ri��ri�d r�ar�as�iis sale c�se��tt p��perty CIr to '.s.ad r&ss is 1 5 L?l r lz 12da ; rid �, Lj 3 J IFI REA T, st A of The J rri iq Ida �� c� I�V�rii� T �s'J i1 T z Y . J ri ry 31 20(9 T(" st' ' ; d'�I i tr�tiori cif Rrta�st Icsvember.1'7,2016,,ire the l istri�t C,,bUrt; of tb o rtli icia1 €district o�the, t of Idaho, Sri for C i ty cif. � J� c, a s ' d I d o J s l rest aitect T ri a ry 3' , 07 (`,t st ") 77,77, I2� lstr t to d st 10 � bar 17,: ;16; rfl thy' st t c��zr 6J;th F'ou Jud 'ial' r i�t 'ct tit th& St te,6f'Idah6s ih` d fdr-thd; o ty of Ado; Cdse N6., J-I 2169 ' we tthlts ircl dI .the rir ? rust L AVe, L3. 3' s died' to r 30;2 t4.`Her erti 'dte; f13cath re s�tde as rasamem, cs: ` 2015-t1 2 23 rdedr s of da c ,Id ?d ti the death of'L,aV,6rr CJ:':T ''es;''Lam d ' e a d- rs e with \Jimmie : J s "Jim", � I. J es diedAugust: 0 aid a �. rest lt�L 3artld is thd'st Tr 1 id. e d ct Registrdtio s o ��' sts \and B were filed Sri eclaf ,o,v pr6eecli� s i tli 17 ,day cif b g 21. E Erb �-®rt the cl t s cif L .� e J s died Ji io 1 . 'os, both,`artist' TM st , e tt�t6,r r hate d he fe l rcip rt d'' b'd bQ dWr is t6 be distributed tc�L J es�s his sold and sip a-te pro rty to ether with,the i ti ;' :ire l d n the r rzts�`assd d ?� 1 ; 1?. therrorr, prs%%zt t thtrrri;s df e �lritt: 1 ; IdE� FORE,; t E SET' ,the Gr i�tc�r for v lir bl Ozlsiderat c �' ri for the purpds e� distribvtpi Bert r r d1 p `party fro 'T ;fit�. d z : s d e y th e reseats distrgbtit , r I, 1?a iri;sill,`e v „ rt eotifi n4o fir, fat as'his spl ;sip ate p dper�tty toge*d Frith the icdixre, h It-d d t uts, issia s \ is is ther�f`fo his sole d��s�;laar`at 77 property ,, d b hl Heirs d�s,sr ris fo ver� a_,'trI that<c&rt�in �l 0 d, sit atc lytri ,. 7 66irt is th"Q a,i ty of Ada; Stet cif ld s, as;i csr art d I d ergb d,b hd o 7 dire p r l �� hcs ors 1 e tsrd.rif iiry o; S ,i dco s d f tic Ada y urrtZea der,; eels tul IasaP rrrd p idlryer s callous ,erteing ,4 a p '5l '� iri the c�ri clta er ci erect, rritlrr to \ 'dCor` \` .ad R' ., , ai , dctrdi ttea se pnte-: tp 7 0'3 ` ? 54: 9;feltmthe siotecrcci ,tic I�t ; &,3�'3rz T4 11 sand pint elrt h cri ni O � i i in wdc\James3.50721\Trustee'slleed 1.12 t 520 LN Thence westerly along the north line of the NW/4of said Section 34 S 9Q29'42 660.01 f6et to a point marked by a 1/2" capped rebar, said point beariqg,NS.9029'42" E 199a.94 feet from the northwest corner of said Section 34, .......... Thence leaving said north section line S 00*10'22" E,parallel to the N-S mid-se-ctio6- line of said Section 34. 355.01 ,feet to a point unmarked due to agricultural activity,.; .- Thence parallel to said north section I ine N 89'2 9'42 E 660.01 feet to a point on,the--"- N-S section line of said Section 34,said point unmarked due to agricultural acti Thence N OO'l 0'22 W 355.01 feet along said N-S mid-section line to the Point of Beginnin ME -ling acres, more or ontall less ` Q, ll SUBJECT, HOWEVER, to all taxes and assessments for the current year and--,", mgm thereaf ter,an all leasemeMn t%,T)ghts-of4ay,covenants,restriaions and reseMry a ons apparent or ofrecord w ftl 1 H�r 11 TOGETHER with all and singular the tenements,hereditarrients,and appurtenances thereunto R: belongin g or in anywise appertaining,the reversion and reversions,remainder and remainders as his sole and separate property together with the income, including the rents, issues and profits thereof 1 Z as his sole and separate property.�, H M-0_002,0*00 TO HAVE AND TO HOLD all and singular the premises, together with.the appurtenances':,"' unto Grantee as his sole and separate property together with the incgme including the rents, issues Z.. and profits thereof as his sole and separate property, and to his heirs and assigns forever. .... ..... IN WITNESS..... HEREOF Grantor has executed this Deed the day and year first above w"ATI 171. A-1 VAN L M=Pkl` stee of Trust A of Larry J The Jimmie N. James and LaVerne G. James !p, family Trust dated January 3 1 2007 max. r ........... 1............. --sp Larry Jame OiA ee of Trust B of Me Jimmie N. James and LaVerrie G. Jarnes.�, January 31 Family Trust dated Janu 2007:...: H, aMM Ji M g. M M n.- 70: g= ggngpm MIM M- 111 M, M-M—M A--M-0-MR IM-Meff-IM MHEKORM— g_ G_ _M= haw�xaa Effi 21�__UM M SRI WIN 5M. fifi M.- TRUSTEE'S DEED OF DISTRIBUTION ME M F-11 IM5- -2 _2 .—MOMME ............. Ez= M:0 - --- ------------- WdC1jRMC,,,J_5()72 I Vlrustc�,'�Deed I -- ----- s r C3F IDAl 0 } s's dU, t ( r1 this day, :_ t bf�r drs� id tt it 7rt an for the Stag�sa td�h i; s i�i 11 e " L,k R\Y J '\,knc or i i ant ��d t�: .�,to 6 \ . p rsdri hs s is sti s ri d t t e thin r� tri rr ttt ,Tf st ; s T I� J z t i ITT:J r,es �.0 :J `° , s;F ' ily T st ate d J ti 6 7, cl a l c „ a�i tca ; that; e t this thAnst m t as ;I hst III l' SS' I-I,Et2 0F,I have er tintc�set, y d f � ` y'ta'F eia � ;t ie day' dncl`e'a' iri s ceffificat ;fi st abovl ritt ri r t?USTi ira n � � �t ry l �zbli. t t f Idah6 i otar�r.Pubtrc f to cif d hoor, C�zrrim€ fl 'sign Nrtrnber;34727 91 IS1d121 'st:` f4yarrrnisslc�n.ExpirS.Feti Z5;20x , s ti i J§§i arr Expires17 ;' STATE OF ID) f3, uty of 0ii this' d y cif, d fir tl e� to Jd h��;per'§ i pp ��d.I �I ' I h S noyvtt r BdoTAified"t6v.me t6:b ' the person hos :t7 the�v th t rtstrarz r t S frost e,,6f Thist,13,017 The 3l r N ::I es, l�,4Ve' ,e o J es F I 'rust dated T u 3 t q grid d to zii that h d �ltdd tis;iristlrt«ts the d see,,, IN, ,I ESS HEREOF ,h v he e6 ito set rby I O � t�� y�sJ �t�1 s�a1, ?e a3y and : are this� nJIlq t� first a o it rl N dt y�Piibli'c St t =caf:IC3 i ' ' �trzta€Y F�ubtic=Stat��i�ldatis�.,,:, J @esrtsfi5�r 323,__ sddlTl 'at::, Comrnisg ctr._, Ply�rirrn4ssia�:1 xpires nib 2*a,.2 22. �! 1Y31TId5s i�: pnr6�s: , d WdelJamesJ.50721\Trustee'sDeeS] 121520`. Warranty deed For value received. Larry James,an unmarried man the grantor, does hereby grant, bargain, sell; and convey unto Walsh Group LLC,a Nevada Limited Liability Company ,whose current address is PC Box 1297 Eagle. Idaho 83616. the grantee, the following described premises, in Ada County. Idaho, to wit: A parcel of lard situated in a portion of the Northeast 114 of the Northwest 114 of Section 34, Township4 North, Range 1 West, Boise Meridian. Ada County, Idaho, and being more particularly described as fo]lows Commencing at a found aluminum cap marking the North 1/4 corner of said Section 34, which bears S89°35'51"E a distance of 2,653.92 feet from a found brass cap marking the Northwest corner of said Section 34, Thence following the northerly line of said Northeast 1/4 of the Northwest 1/4. N89"35'51"W a distance of 355.53 feet to the POINT OF BEGINNING. Thence leaving said northerly line. SOO'43'47"VV a distance of 306.30 feet;Thence N89°35'51"VV a distance of 547.52 feet; Thence N00°43'47E a distance of 306.30 feet to the northerly line of said Northeast 114 of the Northwest 1/4: Thence following said northerly line,S89'35'51"E a distance of 547.52 feet to the POINT OF BEGINNING. Said parcel contains 3.850 acres,more or less.and is subject to all existing easements and/or rights-of-way of record or implied. To have and to hold the said premises,with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee: and sub ect to all existing patent reservations,easements, right(s) of way,protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes theplural. Remainder of page intentionally left blank. Warranty Deed-Page 1 of 2 Dated: April , 2021 Larry James Larry James State of ID,County of ADA,ss. Cn this day of April,2021,before me,the undersigned, a Notary Public in and for said State,personally appeared Larry James, known or identified to me to be the person that executed the within instrument and acknowledged to me that he executed the same. IN WITTNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first writte n. Notary Public for Idaho Residing in: My Commission Expires: Warranty deed-Page 2 of 2 544316-3 ADA COUNTY RECORDER Phil McGrane 2021-090343 A Mer ji1 BOISE IDAHO Pgs=2 CHE FOWLER 06/10/2021 04:04 PM ALLIANCE TITLE-BOISE PRODUCTION CENTER $15.00 ffi t I e WARRANTY DEED Order No.: 470908AM FOR VALUE RECEIVED Larry James, an unmarried man the grantor(s), do(es) hereby grant, bargain, sell and convey unto Walsh Group, LLC, a Limited Liability Company whose current address is: PO Box 1297 Eagle, 1D 83616 the grantee(s), the following described premises, in Ada County, Idaho, TO WIT: A parcel of land situated in a portion of the Northeast Quarter of the Northwest Quarter of Section 34,Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at a found aluminum cap marking the North Quarter corner of said Section 34, which bears south 89°35'51" East a distance of 2,653.92 feet from a found brass cap marking the Northwest corner of said Section 34, thence following the northerly line of said Northeast Quarter of the Northwest Quarter, North 89°35'51" West a Distance of 903.05 feet to the Point of Beginning. Thence leaving said northerly line, South 00°43'47" West a distance of 306.30 feet; Thence North 89°35'51" West a Distance of 150.60 feet; Thence North 00°43'47" East a distance of 306.30 feet to the northerly line of said Northeast Quarter of the Northwest Quarter; Thence following said northerly line, South 89°35'51" East a distance of 150.60 feet to the Point of Beginning. Said parcel is subject to all existing easements and/or rights-of-way of record or implied. PURSUANT TO AN IRC 1031 TAX DEFERRED EXCHANGE ON BEHALF OF GRANTOR/GRANTEE. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that (s)he is/are the owner(s) in fee simple of said premises; that they are free from all encumbrances Except: Current Year Taxes, conditions, covenants, restrictions, reservations, easements, rights and rights of way, apparent or of record. And that (s)he will warrant and defend the same from all lawful claims whatsoever. Dated: June 2021 l k � Lary Ja s State of Idaho } ss County of Washington} On this_ l0 day of June, 2021, before me, Nancy I. Lazaro a Notary Public in and for said state, personally appeared Lrry James, known or identified to me to be the person(s) whose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/ executed same. IN WITNSS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certif caste first above writte ry PubIic for the S te" f I a o Residing at: Weiser, ID` Commission Expires: 10/9/2025 A � % / U ��max ��aenO ADA COUNTY RECORDER Phil McGrane 2021-114559 BOISE IDAHO Pgs=3 HEATHER LUTHER 07/30/2021 04:40 PM AMERITITLE-WEISER $15.00 Warranty Deed j Am,` Offitle WARRANTY DEED Order No.: 484625AM FOR VALUE RECEIVED Larry James,an unmarried man I the grantoe(s), do(es)hereby grant,bargain, sell and convey unto I Walsh Group, LLC an Idaho Limited Liability Company whose current address is: PO Box 1207 Eagle,ID 83616 I the grantee(s),the following described premises, in Ada County,Idaho, TO WIT: i See Attached Exhibit"A" PURSUANT TO AN IRC 1031 TAX DEFERRED EXCHANGE ON BEHALF OF GRANTOR/GRANTEE. I I TO HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee(s), that(s)he is/are the owner(s)in fee simple of said premises; that they are free from all encumbrances Except: Current Year Taxes, conditions, covenants, restrictions,reservations, easements, rights and rights of way,apparent or of record. And that(s)he will warrant and defend the same from all lawful claims whatsoever. Warranty Deed Dated: July 14-1 2021 'L4,6, Larry Ja s 1,� State of ss County ofq 1 - On this ZZ day of 2021, before me, �rh�c>�WVI 1tQL(/ a Notary Public in and for said state, personally appeared Larry James, known or identified to me to be the person(s)whose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/she/they executed same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. I I otary Public for the State of Idaho Residing at: Weiser,ID Commission Expires: l "%NN �WHITT .,� 10/p `�T��i� C� °;S p(IBLIC� r� �•,�i'9TF OF,OQ'�O`�� i i li I I 1 I EXHIBIT "A" I 48462SAM A parcel of land situated in a portion of the North 1/2 of the.Northwest 1/4 of Section 34,Township 4 North,Range 1 West,Boise Meridian,Ada County,Idaho,and being more particularly described as follows: BEGINNING at a.found brass cap marking the Northwest corner of said Section 34,which bears N89'35'51"W a distance of 2,653..92 feet from a found aluminum cap marking the North 1/4 corner of said Section 34; Thence following the northerly line of said Northwest 1/4,S89°35'S1"E a distance of 1,868.48 feet; i Thence leaving said northerly line,500°32'59"W a distance of797.23 feet; Thence N89"29'42"W a distance of 1,367,18 feet to the westerly line of said Northwest 1/4; Thence following said westerly line,N00°27'24"E a distance of 794.78 feet to the POINT OF BEGINNING. I Said parcel contains 24.995 acres,more or less,and is subject to all existing easements and/or rights-of-wayof record or implied. I i I i i i I I ADA COUNTY RECORDER Phil McGrane 2021-127831 BOISE IDAHO Pgs=3 BONNIE OBERBILLIG 08/27/2021 04:40 PM ALLIANCE TITLE-BOISE PRODUCTION CENTER $15.00 Recording Requested By and When Recorded Return to: Black Cat-Meridian 77, LLC P.O. Box 1297 Eagle, ID 83616-1297 SPACE ABOVE THIS LINE FOR RECORDER'S USE ONLY WARRANTY DEED (Idaho) THIS WARRANTY DEED, is made this 271h day of August, 2021, between Larry James, an unmarried man ("Grantor"), and Black Cat-Meridian 77, LLC, an Idaho limited liability company ("Grantee"), whose address is P.O. Box 1297, Eagle, ID 83616-1297. WITNESSETH : FOR VALUE RECEIVED, Grantor has granted, conveyed, bargained and sold, and does hereby grant, bargain, sell, convey and confirm to Grantee and Grantee's successors and assigns forever, that certain real property situated in the COUNTY OF ADA, STATE OF IDAHO, more particularly described as follows, to wit: SEE EXHIBIT A, ATTACHED HERETO AND INCORPORATED HEREIN. TOGETHER with all building(s), structures, and improvements thereon, if any, water and water rights thereto, if any, and the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, the remainder and remainders, and the rents, issues and profits thereof(collectively the "Premises"). Subject to all 2021 and subsequent years taxes, levies and assessments, all easements of record, all restrictions and encumbrances of record, and all rights reserved in federal patents and state deeds or in acts authorizing the issuance thereof. Subject to those exceptions to title to which this conveyance is expressly made subject and those made, suffered or done by Grantee; Grantor covenants to Grantee and Grantee's successors and assigns, that Grantee shall enjoy the quiet and peaceful possession of the above described Premises, and Grantor warrants to Grantee and Grantee's successors and assigns, that Grantor is the owner of said Premises in fee simple and has the right and authority to convey the same to Grantee, and Grantor will defend the same from all lawful claims whatsoever. 5917 8.0002.14 02 86 27.1 IN WITNESS WHEREOF, this WARRANTY DEED has been duly executed by Grantor, the day and year herein first above written. L ry Jam STATE OF IDAHO ) GSA ) ss. Jb County of ) On this _2,1 day of August, 2021, before me, a Notary Public in and for said state, personally appeared Larry James, nown or identified to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set rr and and affixed my official seal the day and year in this certificate first above written. No ry Public fo I Residing at My commission expires �Esa0��?h�� WARRANTY DEED - 2 59178.0002.14 028627.1 EXHIBIT A Parcel 1: A parcel of land situated in a portion of the North 1/2 of the Northwest 1/4 of Section 34, Township 4 North, Range I West, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at a found brass cap marking the Northwest corner of said Section 34, which bears N89°35'51"W a distance of 2,653.92 feet from a found aluminum cap marking the North 1/4 corner of said Section 34, thence following the northerly line of said Northwest 1/4, S89°35'5 I"E a distance of 1,368.47 feet to the POINT OF BEGINNING Thence following said northerly line, S89°35'5 I"E a distance of 231.80 feet; Thence leaving said northerly line, S00°43'47"W a distance of 306.30 feet; Thence S89°35'5 I"E a distance of 792.80 feet; Thence S00°43'21"W a distance of 816.84 feet; Thence N89°26'06"W a distance of 1,050.56 feet; Thence N00°32'59"E a distance of 322.98 feet; Thence S89°29'42"E a distance of 29.39 feet; Thence N00°32'59"E a distance of 797.23 feet to the POINT OF BEGINNING. Parcel 2: A parcel of land situated in a portion of the North 1/2 of the Northwest 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at a found brass cap marking the Northwest corner of said Section 34, which bears N89°35'51"W a distance of 2,653.92 feet from a found aluminum cap marking the North 1/4 corner of said Section 34, thence following the northerly line of said Northwest 1/4, S89°35'51"E a distance of 1,337.04 feet; Thence leaving said northerly line, S00°24'09"W a distance of 797.17 feet to the POINT OF BEGINNING. Thence S00°32'59"W a distance of 522.41 feet to the southerly line of said North 1/2 of the Northwest 1/4; Thence following said southerly line,N89°26'06"W a distance of 1,336.94 feet to the North 1/16 corner common to Sections 33 and 34; Thence following the westerly line of said Northwest 1/4, N00°27'24"E a distance of 521.02 feet; Thence leaving said westerly line, S89°29'42"E a distance of 1,337.79 feet to the POINT OF BEGINNING. WARRANTY DEED - 3 59178,0002,14028627 1 • •: • 1. 11 „ • • - 1 AWN.- ILI A" LVA I I I g a. _ •- !tom ■ r t ��=� a a-r=•=r=r a s-a-.=r y: h-r-r=�:r.r=r:r:r ar-r-r=r-� v-r-r-r-r- -•-.-.-.-1:. -.-.-.-•. a _ t --- - - - -rq�-•---a_�p�ar � • •,ter r �m �r -�-c.s + � • _, ■� ■_ t - -'mot ''�r �• ,. © O O m • m ® ® m , , m rm �� m � • m - • - • ,.�� O O O m m ® ® m ® m m m •• - m t.►� . � �-:��-,�-.u�=^��\. .f�.w„��an.w•_�t7.,,_�;1�. p %O-�_�_�..�.-s.:,��.��e.nn� � -u--i_:u..�-,.w -- -- - -- - - - - _. -------=�m ------ - -- - - -- --_war --------------- MI�,� a -` _n-�. .— ----- .WU EM • • / ONSIC 01-01 Eli ,II �....,:__-------- = -- sME- 11al a II: © 1►=_ '� --- ■1�� m m ® I ir - - ,, I --w._ ��I • f OMNI— I a Q U IT •. i ?I �I .. - •_II — I — — I ' it • II31-11 HE- -_ _---- I �I . = I _:gym , _ ML it W. ® , ® ll;=, 11 � = m ® ® _� • O _:.*Ill �....® ._::._II' I II =�. •_�_ =:__ - ___..r._ .. 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W.W.-.-.W.-....`..W -� . w w . w . - - - - - - - - - - - - - - - - - - - w I� Wrw I ° I 18 17 16 15 14 13 12 11 � O1 O2 O3 O W w I O 1 (, � � 13 I I - - - - - - - -(03 w �WW O W.v-W-.'W-W-..W-W.W - I 21 20 BLOCK8v BLOCK / 28 1 29 I m Q _ — hQ — w O O I 1 W FARM TREE LANE 'W W W 1 62 O 1 0 Q O9 I FARM TREE LANE 1 °o 'TOPO 22 P H AS L CD L U L1J I0 1 1 11 a O 1 1 63 1 DC I I O I Q 10 25 63 62 61 60 59 48 W w W_ 58 57 56 55 S4 BLOCK 9 0 CD �7 I 10 BLOCK 8 BLOCK 6 1 23 z BLOCK 6 3Q I 3Q I 64 77 I L U CD Im 39 40 41 42 43 44 45 46 47 49 50 51 52 53 1 66 1 I� _I I HAYFIELD ST 23 I 28 HAYFIELD ST - 0 I I_ BLOCK 6 t I m 1 1 13 14 1 22 21 1 29 30 0. 4 -I I I I DAVEY ST 12 DAVEY ST 1 ' 16 17 � 18 19 32 33 34 35 36 37 38 ' � I _I- I I < I 12 10 I � 1 1 15 I 20 1 31 0 23 I I 21 20 19 18 17 16 15 13 15 1 — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N 14 13 1 MONSOON! .� — — — — — — — - - - - - - - - - - - - - - - - — — — - - � 1 a M j d 0 0 0 m N 0 a 0 E N G I N E E R I N G 0 r 5725 NORTH DISCOVERY WAY 3 BOISE,IDAHO 83713 PHONE(208)639-6939 z kmengllp.com a DESIGN BY: JNP o DRAWN BY: DMZ 9 N i CHECKED BY: JNP a DATE: 9/9/2021 PHASING PLAN PROJECT: 21-048 g SHEET NO. 0 100 200 300 a It Plan Scale: 1" = 100' P P 1. 1 O N a CURVE TABLE CURVE TABLE S�ONAL fH CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD \ST 'Y C1 25.00' 39.25' 89'56'46" N45'25'47"E 35.34' C22 30.00' 37.98' 72'32'33" S54'07'08"W 35.50' 8628 C2 20.00' 31.47' 90'08'50" S44'31'26"E 28.32' C23 20.00' 31.47' 90'09'34" N44'31'48"W 28.32' s>9-9-21 0 C3 20.00' 31.36' 89'50'26" S45'28'12"W 28.24' C24 20.00' 31.38' 89'54'25" S45'30'11"W 28.26' �OFrF 0f C4 20.00' 31.47' 90'09'34" S44'31'48"E 28.32' C25 20.00' 31.42' 90'00'00" N44'32'36"W 28.28' PACN C5 20.00' 26.36' 75'31'21" N52'37'44"E 24.49' C26 20.00' 5.05' 14'28'39" S6'46'56"E 5.04' C6 20.00' 5.00' 14*19'05" N7'42'31"E 4.98' C27 20.00' 26.36' 75*31'21" S51'46'56"E 24.49' C7 20.00' 26.36' 75'31'21" N51'50'55"W 24.49' C28 20.00' 31.42' 90'00'00" N45'27'24"E 28.28' C8 20.00' 5.11' 14*38'13" N6'46'08"W 5.10' C29 20.00' 31.42' 90'00'00" N44'32'36"W 28.28' C9 68.00' 42.16' 35'31'24" N17'12'44"W 41.49' C30 20.00' 26.36' 75*31'21" S52'41'43"W 24.49' C10 68.00' 42.77' 36'02'30" N52'59'41"W 42.07' C31 20.00' 5.05' 14'28'39" S7'41'43"W 5.04' C11 68.00' 2.63' 2'12'44" N72'07'17"W 2.63' C32 68.00' 40.25' 33'54'45" S17'24'46"W 39.66' o C12 68.00' 19.44' 16'22'56" N81'25'07"W 19.38' C33 68.00' 40.24' 33'54'25" S51'19'21"W 39.66' C13 30.00' 47.21' 90'09'34" S44'31'48"E 42.49' C34 68.00' 22.25' 18'44'54" S77'39'01"W 22.15' C14 68.00' 8.85' 7*27'10" S86'39'50"W 8.84' C35 68.00' 3.99' 3'21'57" S88'42'26"W 3.99' C15 68.00' 17.39' 14'39'22" S75'36'34"W 17.35' C36 30.00' 47.09' 89*56'01" N45'25'24"E 42.40' C16 68.00' 40.25' 33'55'00" S51'19'23"W 39.67' C37 68.00' 3.99' 3'21'57" N87'55'37"W 3.99' C17 68.00' 40.13' 33'48'54" S17'27'26"W 39.55' C38 68.00' 21.04' 17'43'32" N77'22'53"W 20.95' N z C18 30.00' 47.04' 89'50'26" N45'28'12"E 42.37' C39 68.00' 41.03' 34*34'17" N51'13'58"W 40.41' 0 cn C19 68.00' 17.56' 14'47'30" N7'56'44"E 17.51' C40 68.00' 40.94' 34'29'48" N16'41'55"W 40.33' Lu Lu C20 68.00' 89.07' 75'02'56" N52'51'57"E 82.84' C41 30.00' 47.21' 90'09'34" S44'31'48"E 42.49' C21 30.00' 9.06' 17'17'53" S9'11'55"W 9.02' C42 181.50' 285.10' 90'00'00" S44'27'01"E 256.68' M/a M/a M/a M/a M/a M/a M/a M/a M/a M/a I R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W O W MCMILLAN RD- - - - - - ' Z - - - - - - 2653.92' ' C� M/a-TM/aT�M/a��M/aT--M/a M/aTM/a M/a M/a M/a M/a M/a M/a M/a M/a M/a M/a M a I '/ M/a M/a M/� �/a M/a-�M/a M/a M/a M/a M/a M/ C'� _ _ _ _ _ _ �_ - _ _ _ _ _ _ _ 1210.41' � � M/a� � ^�/a ^^/a � �M/a � � M/a � b I _ - - - - _ -_ - - � - _ _ _ _ - ' - - - - A � - � _ - - - - - - - - - - - _ _ _ _ _ - - - r - - - - -� -� - - -- - - - - - - - � z - - - - - - - - -- -� - - - - - - - - -- � - 63.00' 60.00' 50.00' 50.00' - 60_00' - - 50.00' - - - 64_1 1- - - - 66.40' 64.65' 60.00' 50.00' 59.95' 50.00' 50.05' 60.00' 49.95' 50.00' 45.40' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I s � � I I I I BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 I BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 I BLOCK 1 BLOCK 1 BLOCK 1 I - 63.00 BLOCK 1 LOT 7 LOT 8 00 LOT 9 LOT 10 I LOT 11 LOT 12 "' LOT K BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 ' N 7 372 SF �i 6 142 SF �i 6 142 SF �i 7 369 SF N LOT 14 co BLOCK 1 I BLOCK 1 LOT 42 `�' LOT 43 M LOT 44 LOT 45 LOT 46 0 M ' A I, 8 034 SF � 7 990 SF c, N ' N ' N N 6,313 SF 8 180 SF '� c LOT 47 LOT 48 LOT 49 LOT 5 N N �, �, 7,665 SF 6,344 SF N 7 363 SF N 6 136 SF N 6 138 SF N 7,379 SF BLOCK 1 0.18 AC.± 0.18 AC.± 0.17 AC. 0.14 AC. 0.14 AC. 0.17 AC.± LOT 16 I LOT 40 N N N 6,311 SF N 6,321 SF N I �I 9,793 SF 0.14 AC.± 0.19 AC.± 10 103 SF N I 9 909 SF 0.18 AC.± 0.15 AC.± 0.17 AC.± 0.14 AC.± 0.14 AC.± 0.17 AC.± c" 0.14 AC.± C" 0.15 AC.± - LOT 51 I z I 1 0.22 AC.± I 9,677 SF 10 0 0.23 AC.± I 0.23 AC.± 0.22 AC.± I - I I 56.01' 50.00' I 50.00' 56.01' 51.18' 50.00' 50.00' 40.82' 1 1 62.81' BLOCK 1 41.39' K/w R/W R H/W rc/w 29.52' BLOCK 1 64.18 A BLOCK 1 C3dC35 C3-C I 60.00' BLOCK 1 33.23 � rt/w R/w rc/w rt/w 47.50' 49.99' ao" 1 I 0 LOT 6 3$ LOT 15 I C�_C14 C1,C BLOCK 1 1 Q 119�95 SF w I 2,142 SF C�� - - 212.02 - o_ �,� 0 0 LOT 41 0 192.00' 7 7c LOT 50 0 00 1 863 SF , 0 64.15' N � oo - 9 �n � 1,867 SF - - - 711921 = J M 2.74 AC.± 0.05 AC.± '�`O�'O KENNEDY LN ��j 0.04 AC.±�N 65.93' N C oo - p SF N 1 R 0.04 AC.± �� 0.04 AC.± 64.93' Q Z 73.42' �� i�p�' aiw-� /w -a/w �A T- 62.03' 65.07' 62.43' yc� ii °�� BLOCK 4 KEN R DY LN w R ,Q� �g,� a (� ,5��- BLOCK 3� �, o BLOCK 1 I BLOCK 1 o°c 4� R/ A �. 63.73' A I I BLOCK 3 �- a � r-I 96.10' 20.00' - 95.92' BLOCK 1 ,N CAI LOT 1 LOT 21 �� ' �` LOT 19 86.08' 20.00' 85.92' �� O. I W c� P LOT 17 0o I C�,•� LOT 4 v LOT 39 o c�`3 BLOCK 1 I- �' (� Z ono I 3,596 SF 0 0 3,626 SF o 0 c� / 3,868 SF o ,� rn 7,701 SF 6,026 SF 0 I 6,037 SF ,ri LOT 52 Lu Z Q w LO I 0.18 AC. 0.08 AC.± 126.06' . 125.95' 0.08 AC.±_ 0.14 AC.± "� I 0.14 AC. oo "' 00 _ 0.09 AC.± g W Q 1 16.00' 8 074 SF � I I N BLOCK 3 I BLOCK 3 0.42' I N N 1 16.00' I 1 16.00' v v v v v v 1 0 0 19 AC.± A o Q 126.00' (, o LOT 2 0 0 LOT 20 0 I BLOCK 4 I BLOCK 4 1 z L1J O 1 1 I x 5,675 SF Li LO I 5,666 SF L BLOCK 1 BLOCK 1 0 LOT 18 0 N I Q Iw I BLOCK 1 0.13 AC.± I 0.13 AC.± �� 0 LOT 18 o I 0 1 0 0 LOT 1 w w w A � 105.38' `L c�7 I ' (/) z J O z 126.06' 0 o I LOT 38 0 Sri 5,220 SF 0 14 306 SF �o �� z W W I 0 I LOT 3 0 I 125.88' �0 5,800 SF 0 5,800 SF oo �� 0.12 AC. I c`ni oo 96 00' Lu 0.13 AC.± L L I 1 16.00 I 0.33 AC.± c 5 o I 7,560 SF 0 N BLOCK 3 BLOCK 3 0.13 AC.± R/w R/W C W cO I 0.17 AC.± C0A �0 LOT 3 0 01 LOT 19 o I 116.00' BLOCK 4 I °' � ao ui 5,673 SF Li 6 I 5,663 SF �� 116.00' x0 LOT 17 1 0 I, I 126.00' r I 0.13 AC.± I 0.13 AC. �� BLOCK 1 I Sri 5,220 SF I ,ri _ _ w w �0 0 BRIDLE HORSEST o LOT 19 0 B OCKI LOT 37 0 co 186.50 -� Z BLOCK 1 0.0 38�00' 126.06' 125.80' 0 0 01�6 00'+ I 1 16.00' BLOCK 3 I BLOCK 3 6,960 SF 6,960 SF 0A I J Q 0 �' 0.16 AC.± I 0 1 LOT 2 0 LOT 4 0 o I LOT 18 0 0.16 AC. BLOCK 4 I BLOCK 4 A = 0 7,658 SF Li q o 0� o 0 o LOT 2 R 96.00' u� Sri 5,660 SF LOT 16 I o o C� �n 5 673 SF 1 � �o R/W-R/W C' U I I 0.18 AC.± I 116.00' 116.00'0.13 AC.± 0.13 AC.± LO 5,220 SF 1 � � I � � I � ui 5,220 SF � � I� I 126.06' 125.73' Q '^ 0.12 AC.± + U Q I M BLOCK 1 I w 1 0.12 AC._ 105.35' A� Q 125.36' I M I BLOCK 1 116.00' 116.00' BLOCK 8 6+. v I v BLOCK 3 0 01 BLOCK 3 z 0 LOT 20 0 0 o A - LOT 6 0 LOT 36 0 �' 171.00' o LOT 5 Sri ui Q 0 5 800 SF BLOCK 4 I o o m �`9 R/W R/W R/W CSC ,� 5 673 SF �I LOT 17 0 o 0 5 800 SF I o Q BLOCK 4 I�n 5,656 SF w cv 0.13 AC.± "' �n N I o o � 5,889 SF a 0.13 AC.± BLOCK 3 I 0.13 AC.± It I 0.13 AC.± 0 LOT 15 I � � LOT 3 0 W 0.14 AC.± 0 116.00' I 1 16.00' ca Li 5,220 SF I BLOCK 4 5,220 SF � N 1 W QUINTALE ST 0 Q)A1' 126.06' LOT 11 I 125.66' A < 1 `� 0.12 AC.± I LOT 9 0.12 AC. �� I 116.00' ' - - o 8,243 SF BLOCK 1 1 16.00' - 1 - BLOCK 3 0 8,320 SF z A BLOCK 8 I o 280.00' 0 0.19 AC.± I B LOT 16 0 0 LOT 21 0 I BLOCK 1 , 1 16.00' _ o LOT 6 I o 0 I LOT 35 0 BLOCK 4 10.19 AC.± BLOCK 4 Oo LOT 7 10 N I ' I 5,673 SF o 0 5,653 SF 0 5,800 SF 0 5,800 SF 0 o LOT 14 0 O N 0 0 0 0.13 AC.± I �A o I o o LOT 4 0 0 5,800 SF 1 0 1 0.13 AC.± i 0.13 AC.± 0.13 AC.± 1 Ui 5,220 SF � Lfi 5,220 SF �; "' 0.13 AC.± `0 ' C�� R/W 171.00' R/W p�� 126.06' 125.59' 1 16.00' I 38.00' 0.12 AC.± I 0.12 AC.± 1 16.00' CD Nt I 38.00' 116.00 I 116.00' 38.00' I N BLOCK 3 I BLOCK 3 I I 116.00' I I �A 125.36' rn 0 LOT 7 0 0 LOT 15 0 BLOCK 1 I BLOCK 1 BLOCK 4 I BLOCK 4 BLOCK 8 LO 5,673 SF I �� 0 LOT 22 0 1 � o LOT 5 0� oLOT 8 0 1 1 BLOCK 6 Sri Lri 5,650 SF 0 960 SF LOT 34 00 x0 LOT 13 1 0 0 0 0 5 00 SF I o , o LOT 2 0.13 AC.± I 0.13 AC.± 0 6, 0 6,960 SF o oA 0 0 0 ri 5,220 SF ,ri 5,220 SF Ln z,n 7,559 SF o� 126.06' I 125.51' 0.16 AC.± I 0.16 AC.± `0 I 0.12 AC.± I 0.12 AC. 0.13 AC.± I 0 1 c01 LO 0.17 AC.± 'n BLOCK 3 I I 116.00' I 116.00' 116.00' 1 3 w w w BLOCK 3 1 16.00' 1 16.00' A xo LOT 8 0 ^0 LOT 14 o I BLOCK 4 I BLOCK 4 126.00' 1 0 0 0 A 1 � BLOCK 8 N v v A Sri 5,673 SF 6 ui I 5,646 SF �� BLOCK 1 x0 LOT 12 1 0 o I I 1 I BLOCK 1 o 0 o LOT 6 0 x 0 LOT 9 0 BLOCK 6 1 0.13 AC.± 0 o LOT 33 0 Ln 5,220 SF I LO � 5,220 SF � 00 5,800 SF 100 I 0.13 AC.± LOT 23 0 LOT 3 o N 126.06' 125.44' 0 5,800 SF 0 I 5,800 SF o 0.12 AC.± I 0.12 AC.± "' 0.13 AC.± N I o I 6,298 SF o0 BLOCK 3 I M 0.13 AC.± 0.13 AC. "'A 1 16.00' 1 116.00' I I BLOCK 3 1 116.00' , w BLOCK 6 w I 0.14 AC.± "'A o LOT 9 0 LOT 13 �� 1 16.00' BLOCK 4 N 10 I 1 16.00' BLOCK 4 LOT 1 126.00' o rn BLOCK 1 BLOCK 1 �0 LOT 7 0 o 0 5216SF 0 105 063 SF I 0 5,799 SF 0 u'i I 5 7S2 SF 0 LOT 11 I o 0 0 BLOCK 8 I 0.13 AC.± 1 0.13 AC.± 0 LOT 24 I LOT 32 Sri 5,220 SF I ,ri �; ,,,� 1 N LOT 10 I o E N G I N E E R I N G 3 2.41 AC.± �I o 0 0.12 AC.± r) 5725 NORTH DISCOVERY WAY v BLOCK 6 126.06' o 5 800 SF 0 1 5 800 SF 0� 0.12 AC.± 1 5,813 SF 10 I 1 BLOCK 3 BLOCK 3 0 �n , BOISE,IDAHO 83713 z I LOT 4 c0 - 0 I 0.13 AC.± o 1 16.00' 1 14.64' N _� 0.13 AC.± I - PHONE 208 639 6939 0 0 N "0 125.36' 0.13 AC.± Icrn BLOCK 4 BLOCK 4 c, ( ) o I 6,326 SF 0� 1�.00' LOT 10 0 o LOT 12 1.0 118.25' �` kmengllp.com � �' 2 561 SF 106.06' c� 20.00' N 105.36' 2,552 SF I 0 LOT 10 0 o LOT 8 ^� v g I M w w w I 1 0.15 AC.± �s M/a M�a m/a M/ �. 1 16.00' 1 16.00' 1 a�'' O �� o I '0.06 AC.± 0.06 AC.± C C1\ 2,350 SF 95.94' �, 20.00' �, 86.08' 2,248 SF ti .� 0j �� DESIGN BY: JNP �� MM ,� � +-K/w x/w - R/W +��G`L ii DOCTOR BRUNN LN 0.05 AC._ 0.05 AC._ ii �� S W I 126.00' 309_36' -o ' / ., ., ., ., ., ., `SO ��. DRAWN BY: DMZ - MATCH LINE - SEE SHEET PP1.4 DOCTOR BRUN N LN1.14' o -� CHECKED BY: JNP - 0 - - C`i N a � � � m � = � m � � � � � � � �� ,�pA DATE: 9/9/2021 LOT DIMENSIONS - NORTHWEST PROJECT: 21_048 SHEET NO. 0 50 100 150 Plan Scale: 1" =50' P P 1.2 0 N d CURVE TABLE CURVE TABLE NAL fH c, CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD 6\ST a C2 20.00' 31.47' 90'08'50" S44'31'26"E 28.32' C57 77.00' 35.78' 26'37'17" N12'35'18"W 35.46' 8628 C3 20.00' 31.36' 89°50'26" S45°28'12"W 28.24' C58 77.00' 37.28' 27°44'24" N 14°35'33"E 36.92' t+,9-9-21 0 C4 20.00' 31.47' 90'09'34" S44'31'48"E 28.32' C59 77.00' 37.77' 28'06'05" N42'30'48"E 37.39' OF �pP C42 181.50' 285.10' 90°00'00" S44°27'01"E 256.68' C60 77.00' 45.67' 33°59'08" N73°33'24"E 45.01' OF IN P C43 1 18.50' 186.14' 90'00'00" N44'27'01"W 167.58' C61 77.00' 20.48' 15*14'32" S81'49'45"E 20.42' C44 20.00' 31.36' 89'50'26" N45'28'12"E 28.24' C62 77.00' 40.64' 30'14'31" S59'05'14"E 40.17' C45 20.00' 31.47' 90°09'34" N44°31'48"W 28.32' C63 77.00' 40.64' 30°14'31" S28°50'43"E 40.17' C46 20.00' 31.36' 89*51'10" N45'28'34"E 28.25' C64 77.00' 19.18' 14'16'26" S6'35'14"E 19.13' C47 20.00' 28.40' 81°22'23" S49°42'13"W 26.08' C65 20.00' 3.07' 8°47" 1" S3°50'37"E 3.06' C48 20.00' 2.96' 8'28'03" S4'47'00"W 2.95' C66 20.00' 28.40' 81'22'23" S48'55'24"E 26.08' Lu C49 77.00' 20.54' 15°16'51" S8°11'24"W 20.48' C67 30.00' 47.04' 89°50'26" N45°28'12"E 42.37' a 0 C50 77.00' 46.30' 34*27'16" S33'03'28"W 45.61' C68 400.00' 7.82' 1*07'13" S89'02'59"E 7.82' C51 77.00' 28.86' 21.28" 7" S61-01'14"W 28.69' C69 30.00' 35.94' 68'38'44" S54.10'01"E 33.83' C52 77.00' 25.04' 18°38'02" S81°04'24"W 24.93' C70 30.00' 10.77' 20°33'59" S9°33'39"E 10.71' C53 447.00' 8.74' 1*07'13" N89'02'59"W 8.74' C71 30.00' 47.03' 89'49'38" S45'38'10"W 42.36' C54 77.00' 16.45' 12°14'26" N82°22'09"W 16.42' C72 30.00' 21.89' 41°48'37" N68°32'43"W 21.41' C55 77.00' 35.44' 26'22'06" N63'03'53"W 35.12' C73 30.00' 25.23' 48'11'23" N23'32'43"W 24.49' N Z C56 1 77.00' 1 32.23' 23°58'54" N37°53'23"W 31.99' O 1 cn > Lu w ' R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W - - - - - - - - - - - W MCMILLAN RD - - - - - - - - - - - 0 0 2 Z R R R R R R R/W R/W R/W R / R R G y R I"w RR /W! R --R/W TT R/W R/ R/W rT R/W R/W R/W /W R/W R/W R/W R/W R/W R/W R/W R/W R/W Z - - - - - - - - - -- - 1265.42' - - - - - � � - - - - - �- � � - - � � - - -- - __- - -_- - - - - - - - - - - - - - � BLOCK 2 _ LOT 1 90,071 SF 0 - - - - - - - - - - - - - - - - - - - - � - - - -�- - - - -� �� -� 2.07AC.± `o - - -- - -- -- - -- - - T - � �- -� T - -� � -� � - - - � � -� - � � - � � - - - - - - - - - - - - - -� - - - - - ' vim z 136.87' 60.00' 50.00' 50.00' 59.- 50.04'- 50- 62- 50.06 50.00 50.00 60.76 50.00' 50.00' 59.94' ' ' ' ' 355.53' BLOCK 2 I I LOT 5 o 63.00 '0 1 10,492 SF 00 BLOCK 2 BLOCK 2 I I 306.30' EXISTING LOT LINE 0.24 AC.± CD OC BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 oo BLOCK 2 BLOCK 2 BLOCK 2 LOT 7 co LOT 8 �, LOT 9 'o LOT 10 v, LOT 11 �, LOT 12 �, LOT 13 ,�, LOT 14 1 o LOT 15 ,�, LOT 16 LOT 17 LOT 18 `D BLOCK 2 6,728 SF 5,579 SF 5,578 SF 6,691 SF 5,580 SF 5,577 SF 6,914 SF 5,575 SF 5,592 SF _N 6,770 SF �i 5,701 SF 4 5,756 SIF _� LOT 19 0.40' 132.06' 25.00' 0.15 AC.± 0.13 AC.± 0.13 AC.± 0.15 AC.± 0.13 AC.± 0.13 AC.± 0.16 AC.± 7 0.13 AC.± 0.13 AC.± 7 0.16 AC.± BLOCK 2 a BLOCK 2 0 I I 0.13 AC.± 0.13 AC.± 0.15 AC± "' LOT 20 N ,L 0 0 LOT 4 �BLOCK 2� I 9,714 S06 IF N Y N 6 1 6,607 SF LOT 6 0.22 AC.± I BLOCK 2 a r, _ 0.15 AC.± 1,338 SF � � � LOT 52 N i I 0.03 AC.± 35.40' 50.00' 50.00' 60.00' 50.00' 50.00' 62.00' 50.00' 3.62' 37.65' 60.01' 50.01 z 0.26' 1 132.20' 1N�e-�K/w K/w R/W R K/w R/W R K/W R/w R K/W M/ 33.72' 76,888 SF 0 CL � 5� C52 306.30' EXISTING LOT LINE C53 "'/a nn/a ^^ a C54 � I 1.77 AC.± - 18.58' v z � o l BLOT 3LOCK 2 1 1.61 �� , - - - 41 1.02 - - - o L=8.28' - 181.39' - csS � O F'- �, 0 �"�� r R=423.5' �- _ 0 6,035 SF /(? �• 306.30 EXISTING LOT LINE SUNDAY LOOP L u w 0.14 AC.± ;��``��' I � �S6 I Cn LJ..I I -R/WR/W R/w R R/W R/w R/W R R/W R/w R/w C68 BLOCK 5 0.13' 107.72' I80.08' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 30.93' M/" / ' 90.97' 20.00' 70 42' LOT 22 <6g S. '* 58.58' 0' 0 0 1,794 SF - nr BLOCK 2 I BLOCK 2 d y 100.00' W LOT 2 `v cv 0.04 AC.± n J . LOT 21 oo m Q LJJ M I 5,218 SIF BLOCK 5 I 98.09' 0 3,022 SF °' BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 ; 355.53' EXISTING LOT LINE Q z LOT 1 o LOT 2 o LOT 3 o LOT 4 0 0 0 o LOT 20 0 001 in 0.07 AC.± �. N 0 0 LOT 5 0 LOT 6 0 o0 5 000 SF 0 LOT 23 0 Q 94.75' N 5,100 SF �i 5,100 SF c� 5 100 SF c� 5 100 SF c� 5 100 SF c� 5 100 SF c� = _ Q o I 0.12 AC.± 0 - -0 11 AC.±- - o 0 4,993 SF _ 0) N (, Z w LJJ v 0.12 AC.± 0.12 AC.± o 0.12 AC.± 0.12 AC.± 0.12 AC.± �' _ _ _ 0.11 AC.± `�A 50.41' 54.59' 121.22' Mpa C 140 - - - -179.72' - - - - - - z Q W = Z �� C'R� RAW 85.00' R/W 1 00 100A0' �,� � BLOCK2- - - - � - - - - - - - J BLOCK 5 I 100.00' LOT 22 �'� BLOCK 2 Q Z _ BRIDLE HORSEST O w w w w - - - - - - - - - - - - - - - - - - - - - - - - - - BLOCK Ni 5674SIF 6 LOT51 0 C 0 a BLOCK 5 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 0 LOT SI 0 o LOT 24 0 `o I `� 8 633 SF _ Z u - - - 0 C) LOT 7 0 5,000 SF 0.13 AC.± BLOCK 2 �1 - o_ � � � � � � � � � � � � � � � � ,n o � 5 000 SF o� � d- 0.20 AC.± � Z 180.00' Q 51,971 SIF 150.60 EXISTING LOT LINE 0.11 AC.± � LOT 53 "� J C 547.52 EXISTING LOT LINE 0.11 AC.± 9 416 SF c� Lu Lu J If Q z 1.19 AC.± y 100.00' 1 N 105.00' 125.05' 0 't 0.22 AC.± �� " R/w �, BLOCK 5 0 0 100.00' N BLOCK 2 O A c4K�' 85.00' 66 0 LOT 23 0 V' v N o LOT 18 0 o BLOCK 5 00 0 M BLOCK 2 (� � 0 6 5,000 SIF LOT 25 o (D 6,510 SF N s, .`1 BLOCK 5 6 (0 A c� LOT 50 0 L u 0 aD "' + 1 5,000 SF L 0.15 AC.± •p I �94.79' c� 0.11 AC._ LOT 21 0.11 AC.± 47.00' 7,855 SF� BLOCK 2 100.00' 5,512 SF 1 �C,7 \M 0.18 AC.± i COI Q 47.00'� 0.13 AC.± LOT 45 A 50.00' 50,00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 100.00' 105.00' 124.37' f 132.45' 1 0 6,4725E �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BLOCK ' a; BLOCK 5 „'i 0.15 AC.± L 0 LOT 17 0 0 o LOT 26 o l I BLOCK 2 � BLOCK 2 0 5,000 SF 0 0 0 LOT 24 0 LOT 54 105.00' o BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 BLOCK 5 v 0.11 AC.± "' 5,000 SF o I o0 6,300 SF 0 7 798 SF 10 BLOCK 2 N n LOT 8 o LOT 9 0 LOT 10 o LOT 11 o LOT 12 0 0 0 0 100.00' 0.14 AC. CO 0.18 AC. cO 0 I o 0 LOT 13 LOT 14 1 0.11 AC.± A LOT 49 o 0 o LOT 15 A 8,210 SF NI N N rn 5,052 SF cv 5,100 SF o 5,100 SF o 5,100 SF o 5,100 SF o 5,100 SF o0 5,100 SF o 5,100 SF o 100.00' m I 0.19 AC.± 1 0 a, i BLOCK 2 0.12 AC.± 0.12 AC.± 0.12 AC.± 0.12 AC.± 0.12 AC.± 0.12 AC.± 0.12 AC.± 0.12 AC.± BLOCK 5 r m LOT 44 N I BLOCK 5 105.00' 130.51' 38.00' CO CO 6,333 SF n 0 0 132.40' LOT 16 0 0 I LOT 27 BLOCK 2 0.15 AC.± C 5,515 SIF �; Cr; 5,293 SIF 0.13 AC. "' "' 0.12 AC.± 00 LOT 25 o I BLOCK 2 � 106 BLOCK 2 ' v p �3 6,486 SF 61 LOT 55 0 _ p,$0' 30.00' 50.00' 50.00' S0.00 50.00' 50.00' 50.00' 50.00' 28.87' 100.00' 20.00' 70.09' �`'� U� co 0 w 00 LOT 48 00 �\\\\�R� ' C)�K/W K/w R/w /w R/W K/w R/w R W rt/W K/w K/w R/W K/w R/W R%W k/W G �� 1 0.15 AC.± 9,608 SF C140 7,979 SF 0 w `S�s.�` �(652" 9.41 0.22 AC.± CO 0.18 AC.± tOI o BLOCK 2 .p _ - - - _0 - - SUNDAY LOOP L��<: 0I w 0 J � I o 1 LOT 43 C62 598.97' - - - - \� 1 13.82' I _ 132.35' 8,209 SF BLOCK 2 1 130.56' ��, BLOCK 2 JLNO R1 LOT 26 BLOCK 2 LOT 470.19 AC.± 2' 0' R/6 R R/vy R/w R/yy R/yy g/w R/W R/W R/w /W R/W R/w R/W Cho 7 051 SF 1 0�` 25.42' 50.00' 62A0' S0.00' S0.00' 62.00' 50.00' 50.00' 62.00' 60.00' 60.00' 17.55' c0 LOT 560� �� R 3,298 SF 112.39'RW � 0.16 AC.± c6 6,529 SF 0 9 0.08 Al 12.35;-R/W ' / BLOCK 2 I 0.15 AC.± Lo o W VISO ST oo l BLOCK 2 1.60' \ BLOCK 2 n 151.26' 0Mo 3 \ LOT 42 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 BLOCK 2 LOT 29 1 13.63' 130.60' 8,208 SF CO LOT 41 o LOT 40 0 LOT 39 0 0 o LOT 36 0 0 0 0 0 LOT 30 0 LOT 38 LOT 37 0 LOT 35 0 LOT 34 0 3 758 SF BLOCK 2 A "� R/w 0 LOT 31 0 6,544 SF BLOCK 1 R/W R/w \\ 0.19 AC.± 6,393 SF o 5,250 SF o 6,510 SF o 5,250 SF o 5,250 SF o 6,510 SF o 5,250 SF o 5,250 SF o I 6,5510 SF o 6,3300 SF o 6,300 SF Sri 0.09 AC.± o LOT 27 0 LOT 57 0 G 47.33' 64.90' 0.15 AC.- - 0.12 AC.± 0.15 AC.± 0.12 AC.± 0.12 AC.± 0.15 AC.± 0 0.15 AC.± 0 06 0 0.12 AC.± � 0.12 AC.± � I 0.15 AC.± 0.14 AC.± � 0.14 AC.± � 5,678 SF oho I 6,531 SF 0 � N , \ � 0.13 AC.± 0.15 AC.± "' �1�50 -61 - - - - - - - - - - - _ _ 113.48'06 1.60- - - - - - - - - - - 130.64' - - - - - - - - - - - - - - - - - - - - - - l- - - - - - - - - - - - - - - - - - - - - - _ BLOCK10 BLOCK10 I ENGINEERING BLOCK 2 BLOCK 2 LOT 1 CO LOT 2 0 5725 NORTH DISCOVERY WAY 3 4 33.91' '75.01' ' 50.00" 62.00' � � 50.00' 1 50.00 � 62.00' _ 50.00' 50.00' 62.00' � � 60.00' - � 60.00'� � 60.59' � Lo LOT 28 0� LOT 58 o N 8,415 SF 0 8 181 SF co \ w 6 BOISE,IDAHO 83713 Icrn 0 6 �R/w 7 190 SF o 7 840 SF R� R/W R/1Ml R/W RAW R/W R/W R/W R/W R/w R R R R R R/W R/W R N 25.00' 0.17 AC.± cO �p p 0 0� 0 0.19 AC.± 0.19 AC.± PHONE(208)639 6939 _ 661.81' 4Va 0.18 AC.± kmengllp.com MATCH LINE SEE SHEET �2 � v 130.68' DESIGN BY: JNP P P 1.J _ - = O I I I DRAWN BY: DMZ a - OI A - - - - - - - - - - - J I CHECKED BY: JNP z N I_ min ` 67.30' 64.88' - DATE: 9/9/2021 a LOT DIMENSIONS - NORTHEAST PROJECT: 21-048 SHEET NO. 0 50 100 150 Plan Scale: 1" =50' P P 1.3 0 N d CURVE TABLE CURVE TABLE NAL fH p\S TE c�ti CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD �� Q c_p C42 181.50' 285.10' 90'00'00" S44'27'01"E 256.68' C92 68.00' 12.32' 10*22'37" N85'21'40"E 12.30' t 8628 C74 20.00' 31.42' 90'00'00" S44'27'01"E 28.28' C93 68.00' 32.59' 27'27'26" N75'43'18"W 32.28' LP 9-9-21 0 C75 20.00' 26.36' 75'31'21" S38'18'39"W 24.49' C94 68.00' 39.13' 32'58'26" N45'30'23"W 38.60' qrF OF �pP C76 20.00' 5.05' 14'28'39" S83'18'39"W 5.04' C95 68.00' 35.30' 29'44'30" N14'08'54"W 34.90' OF 11! PAC`�� C77 20.00' 31.42' 90'00'00" N45'32'59"E 28.28' C96 30.00' 47.21' 90'10'22" S44'21'50"E 42.49' C78 20.00' 26.36' 75'31'21" N37'12'42"W 24.49' C97 108.00' 7.52' 3*59'17" N2'42'59"E 7.52' C79 20.00' 5.05' 14'28'39" N82'12'42"W 5.04' C98 108.00' 19.71' 10*27'26" N9'56'21"E 19.68' C80 181.50' 285.65' 90*10'22" N44'21'50"W 257.07' C99 70.00' 17.65' 14'26'43" S7'56'42"W 17.60' C81 118.50' 186.50' 90'10'22" S44'21'50"E 167.84' C100 200.00' 25.77' 7'23'00" N11'28'34"E 25.75' C82 263.00' 66.31' 14'26'43" N7'56'42"E 66.13' C101 200.00' 24.65' 7'03'43" N4'15'12"E 24.64' Lu C83 200.00' 50.42' 14'26'43" S7'56'42"W 50.29 C102 238.00' 60.00' 14'26'43" S7'56'42"W 59.85' a 0 C84 200.00' 39.46' 11'18'20" N9'30'54"E 39.40' C103 68.00' 14.29' 12'02'26" N6'44'33"E 14.26' C85 263.00' 66.31' 14'26'43" S7'56'42"W 66.13' C104 68.00' 21.53' 18'08'23" N21'49'58"E 21.44' C86 20.00' 32.57' 93'18'46" N42'47'39"W 29.09' C105 68.00' 35.99' 30'19'16" N46'03'47"E 35.57' C87 20.00' 31.36' 89'49'38" N45'38'10"E 28.24' C106 68.00' 34.80' 29'19'33" N75'53'12"E 34.43' C88 30.00' 47.03' 89'49'38" S45'38'10"W 42.36' C107 30.00' 38.02' 72'36'52" S37'01'46"W 35.53' C89 68.00' 52.70' 44*24'15" N22'52'51"E 51.39' C108 30.00' 9.01' 17*12'46" S81'56'35"W 8.98' N z C90 68.00' 14.51' 12'13'19" N51'11'38"E 14.48' C109 50.00' 78.54' 90'00'00" N45'32'59"E 70.71' 0 cn C91 68.00' 27.14' 22'52'04" N68'44'20"E 26.96' w W 0 MATCH LINE - SEE SHEET PP1.2 Z TV � R/W"� R/w y RA R/w R%W 1 R� R/W - � Raw � �R/W- - R/w R/♦N R/W R/W R R R R R �i _ \ 661.81' /w /w /w /w M/a\� an _ wu N GRAND LAKES WAY 4Vu8� � 330.90' �� ' 330.90' o I � Rom' BLOCK 2 1 67.30' 64.88' y � LOT 46 04 1 BLOCK 2 0 R/W_ R/W R/w R/w R/w R/W R/W R/W C�j 11 / ,,R/w R/W-R/W R/w�-R/W R w�- , LOT 59 0 279.40 � R w ,R 279.40', � !H/a� � � 0 98 AC±- �� 7,842 SF 6A BLOCK 10 � �. 0.18 AC.± o LOT 3 . �� 130.73' 8,459 SF 60.00' 60.00' 50.00' 60.00' 50.00' 50.00' 60.00' ��So�o, �� 60.00' S0.- 60.00' 60.00' 70.00' - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.19 AC. ± 8� v o I BLOCK 2 0 61 LOT 60 op 63.00' 6,537 SF 132.12' 0.15 AC.± BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 0 Lo o f BLOCK 9 BLOCK 9 BLOCK 9 3 a BLOCK 10 LOT 17 0o LOT 16 o LOT 15 o LOT 14 o LOT 13 o LOT 12 o LOT 11 o w LOT 1 o LOT 2 o LOT 3 o BLOCK 9 \ 130.77' � o LOT 4 I o 6,960 SF co 6,960 SF c2 5,800 SF 6,960 SF 5,800 SF 5,800 SF 6,959 SF Sri `�? Sri 6 959 SF 5 800 SF co o LOT 4 Co 0.16 AC.± 0.16 AC.± 0.13 AC.± A cD Ln A 6,960 SF C° BLOCK 9 BLOCK 9 BLOCK 2 A Ln o 7,926 SF o0 0.16 AC.± 0.13 AC.± 0.13 AC.± 7 038 SF Ki 0.16 AC.± ao = 0.16 AC.± 0.13 AC.± 0.16 AC.± N i� o I o) z CO 0 1 0.16 AC.± � LOT 5 �, LOT 6 0 I LOT 61 0 O 0.18 AC. u, 10,089 SF o 32,719 SF 0 6,539 SF z . � o 00 o J 0.23 AC.± 0.75 AC.± 0.15 AC.± LLu u I z Co z n 132.07'CL O a) 130.81' � BLOCK 10 1 0 60.00' 60.00' 50.00' 60.00' 50.00' 50.00 55.00' JA �� 63.00' BLOCK 2 0 LOT 5 00 K/W R/w R/W K/W R/w /w R/W K/w r5t� 00' /w 50.00' R/W 60 00' R 2Y8.65' I o \ - FARM TREE LANE C76 C7g / Cg3 o W - - - _ _ o - _ LOT 62 0 1 7,923 SF I 0 _ _ _ _ o 7,850 SF I 0.18 AC.± I Q O W 478.18' n 245.15' - N9 I 0.18 AC.± 38.00' �- �� z' 42.21' 82.75' a� I = J R/w 18.19' 'Qo >> 3 o I Q Z (� 60.00' R 50.00'R 50.0' R/w 60.00' R/w 60.00' 50.00'R/w 50 0' R/w 84.13 R/w Rnv R/w /W R/W C' R9 c'' °� oo o I 132.02' 50.00' 50.00' 50.00' 50.00' 18.19' o W � � � � �6 �' n 1 � � � � � 130.85' LJJ V BLOCK 9 I o BLOCK 10 �_ Ln LOT 7 o w o I BLOCK 2 I \o LOT 6 1-0 7,059 SF 01 LOT 63 0 8,447 SF I � U Z w i BLOCK 6 r r- 0.16 AC.± c0° 0 7,852 SF 0 cO 0.19 AC.± CO Lu z BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 LOT 54 0�0 ao 0.18 AC.± Q LJJ LOT 65 o LOT 64 o LOT 63 o LOT 62 o LOT 61 o LOT 60 o LOT 59 0 LOT 48 o LOT 58 o LOT 57 o LOT 56 0 0 7,513 SF rn 1 16.26' I I p z 6 960 SF co 5 800 SF co 5 800 SF co 6 0 LOT 55 CC ,960 SF co 6,960 SF 0 5,800 SF 0 5,800 SF co 12,559 SF (6 5,800 SF (6 5,800 SF (6 5,800 SF 6 5,800 SF c_o 0.17 AC.± rn N a0i v 0 G O 0.16 AC. 0.13 AC.± 0.13 AC.± 0.16 AC. - 0.16 AC. 0.13 AC.± 0.13 AC.± 0.13 AC.± 0.13 AC.± 0.13 AC.± � 0.13 AC.± - � v BLOCK 9 I o v 1 130.90' 131.96' I z J O N J 0.29 AC.± �' "' 0 °° Z I cv at) o BLOCK 2 BLOCK 10 1 L u L u J � LOT 7 1-0 'o o, 7,143 SF /o w Cd N vCo 6,5046 SF T 64 Lo�o; 8,048 SF N.r� , Q16 o -' � 0.15 AC.± � 0.18 AC._ Q ' 60.00' 50.00, 50.00' 60.00' 60.00' 50.00' 50.00' 60.00' 50.00' 50.00' 50.00' 50.00' � � � �� 1 19.79' LJ..I 2 - - - - Q o- - - - � �r / 130.93 - - - - - -BLOCK � �r� o BLOCK 2 w LOT 9 �� d 00 LOT 65 0 I BLOCK 10 0 5,975 SF �' Co I 6,548 SF o o LOT 8 I o Q C%j0 0.14 AC.± / ^ 0 7,913 SF o BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 �o �; c�A / `� I 0.15 AC.± 0 0.18 AC. I o) LOT 41 0 0 o LOT 44 o LOT 45 0 0 0 o LOT 49 0 0 0 0 0 �^ II p 1 18.07' 0 LOT 42 0 LOT 43 0 LOT 46 0 LOT 47 0 LOT 50 0 LOT 51 0 LOT 52 6,960 SF co 5,800 SF 5,800 SF co 0 LOT 53 co c� 130.97' 6,960 SF co 6,960 SF (6 5,800 SF co 5,800 SF ( (6 6,960 SF (6 5,800 SF (6 5,800 SF 6 5,800 SF 6 5,796 SF o 131.85' 0.16 AC.± 0.13 AC.± 0.16 AC. 0.13 AC.± 0.13 AC.± 0.13 AC.± 0.13 AC.± - 0.13 AC.± 0.13 AC.± 0 BLOCK 9 /� \� ^ �Aw/,- 0.13 AC.± - 0.16 AC.± 0.16 AC.± - �� I BLOCK 2 '�' o T LOT 10 ' N N N 5,820 SF o �o OF � LOT 66 00 0.13 AC.± I p i'Co 8,507 SF `" BLOCK 10 I 0.20 AC.± 1 17.50' M o- I LOT 9 I o 3O v 9,516 SF a o �' 26.22 101.09' ��I�� RD 0.22 AC.± 60.00' 50.00' 50.00' 60.00 60.00' 50.00' 50.00' 24.13' 60.00' 50.00' 50.00' 50.00' 41.12 �C) I �6' K �R/w R/W G V /W K/W R/w /W R/W K/w /W K/W k/w R/W R/W R/W K/W K/w R/W R/W K/w K/w Va 44.63' 1�' O i BLOCK 9 0) 676.25' - - - - o_ - - \(P ,�0� LOT 12 0 80.59' "� - 179.20' - -0� / O DAVEY ST 0r R6 G 1,377 SF Lo DAVEY ST � Gg GO 151.21' C�1` 70.00' 0.03 AC._ R/w C92 M'a R/W R/w R/w R/w yy R/w R/W R/W R/W R/w R/W R/W R/w R/% R/W R R/w R/w �__70_06' R/W R/W BLOCK 10 91.58' 77.98' 70.00' 70.00' 70.00' 60.00' 70.00' 70.00' 60.00' 36.70' i G� 70.00' 57.76' BLOCK 10 LOT 1 I o �O ALOT 12 N ' � �' o I 1,369 SF 11,311 SF o BLOCK 9 . 0 LOT 23 � BLOCK 9 BLOCK 9 I rn 0.03 AC.+ 0.26 AC.± 10,363 SF LOT 22 °' o I LOT 11 co BLOCK 9 BLOCK 9 BLOCK 9 BLOCK 9 BLOCK 9 BLOCK 9 BLOCK 9 BLOCK 9 BLOCK 9 I 6�.00' 25.00' 8,313 SF 12 052 SF of o } BLOCK 10 BLOCK 10 BLOCK 10 0 coo 0.24 AC.± LOT 21 LOT 20 LOT 19 LOT 18 00 o - LOT 14 N LOT 13 '� ,o LOT 16 LOT 15 $ 252 SF Lri 8 762 SF n LOT 17 0 28 AC LOT LOT 1( r'� \ 0.19 AC.± - $,149 SF co 8,151 SF co 8,152 SF - 6,988 SF - 8 1S4 SF c3 8,1S6 SF (6 6,992 SF co 04 cv w 2,347 SF 8,514 SF 8,5520 SF 162.37 co- - - - - - - - - - - - - - +_ O ' N 150.12' �-\ 0.19 AC.± 0.19 AC.± 0.19 AC.± 0.16 AC.± 0.19 AC.± 0.16 AC.± 0.19 AC. 0.20 AC.± I Y 0.19 AC.± 0.05 AC. 0.20 AC.± ' BLOCK 9 \ � � I g 'Co 0.20 AC.± BLOCK 10 � 0l q LOT 11 Lo o 1 I LOT 24 \ '�,,\ z o� 13,456 SF ' 6,340 SF Q 0 N r N 0.15AC.± - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 0.31AC.± - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ Icni z - - - - - - - - - - - - - - - - - - - - - - - - - - -I 166.8 = = _52.68' _ _70.00' _ 700 _ _ 70.00' 60.00' 70.00' 70.00' 60.00' _ 70.01' _ 69.99' _ 80.14' 20.00' 63.00' 20.00' 70.00' 70.00 - 187.36 E N G I N E E R I N G 5725 NORTH DISCOVERY WAY z ' BOISE,IDAHO 83713 o CREASON LATERAL PHONE(208)639-6939 kmengllp.com o ' DESIGN BY: JNP o ' DRAWN BY: DMZ 9 N CHECKED BY: JNP a z DATE: 9/9/2021 LOT DIMENSIONS - SOUTHEAST PROJECT: 21-048 SHEET NO. 0 50 100 150 Plan Scale: 1" =50' P P 1.4 0 N d CURVE TABLE CURVE TABLE CURVE TABLE S r \pN A 6\ST y CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD 9L �?p C20 68.00' 89.07' 75'02'56" N52'51'57"E 82.84' C128 68.00' 7.33' 6'10'42" N3'32'45"E 7.33' C148 20.00' 31.38' 89'54'25" S44'29'49"E 28.26' 8628 C109 50.00' 78.54' 90'00'00" N45'32'59"E 70.71' C129 20.00' 31.45' 90'05'35" N45'30'11"E 28.31' C149 68.00' 6.73' 5'40'19" S2'22'46"E 6.73' tP 9-9-21 0 C110 20.00' 31.42' 90'00'00" N45'27'24"E 28.28' C130 20.00' 31.38' 89'54'25" N44'29'49"W 28.26' C150 68.00' 34.30' 28'53'50" S19'39'50"E 33.93' grF OF C111 219.00' 6.23' 1'37'48" N1'16'18"E 6.23' C131 100.00' 29.19' 16'43'37" N8'49'12"E 29.09' C151 68.00' 33.60' 28'18'33" S48'16'01"E 33.26' P C112 219.00' 43.21 11'18'18" N7'44'20"E 43.14' C132 100.00' 10.88' 6'13'53" N20'17'57"E 10.87' C152 68.00' 32.08' 27'01'43" S75'56'10"E 31.78' C113 181.00' 17.49' 5*32'17" S3'13'32"W 17.49' C133 138.00' 47.16' 19'34'46" S10*14'47"W 46.93' C153 30.00' 37.98' 72'32'33" N35'48'53"W 35.50' C114 181.00' 23.37' 7'23'49" S9'41'35"W 23.35' C134 138.00' 8.14' 3'22'43" S21'43'31"W 8.14' C154 30.00' 9.09' 17'21'52" N80'46'05"W 9.06' C115 181.00' 35.64' 11'16'57" N7'45'01"E 35.58' C135 138.00' 1.67' 0'41'36" N23'04'05"E 1.67' C155 50.00' 30.94' 35'27'02" S72'49'28"W 30.45' C116 181.00' 5.22' 1'39'09" N1'16'58"E 5.22' C136 138.00' 53.40' 22'1O'18" N11'38'08"E 53.07' C156 50.00' 47.60' 54'32'58" S27'49'28"W 45.83' C117 219.00' 26.92' 7'02'38" S10*25'18"W 26.91' C137 100.00' 39.91' 22'51'54" S11'58'56"W 39.64' C157 88.00' 39.45' 25'41'07" N77'42'25"E 39.12' u, a C118 1 219.00' 24.67' 6*27'18" S3'40'20"W 24.66' C138 20.00' 31.45' 90'05'35" S44'29'49"E 28.31' C158 88.00' 1 98.78' 64'18'53" N32'42'25"E 93.68' C119 30.00' 47.08' 89'54'25" N44'29'49"W 42.39' C139 20.00' 31.36' 89'50'26" N45'28'12"E 28.24' C159 68.00' 59.84' 50'25'27" S25'45'42"W 57.93' C120 68.00' 3.44' 2'54'07" SO'59'40"E 3.44' C140 138.00' 11.20' 4'38'57" N2'52'27"E 11.19' C160 68.00' 28.42' 23'56'39" S62'56'45"W 28.21' C121 68.00' 65.04' 54'47'59" S29'50'43"E 62.59' C141 138.00' 43.87' 18'12'57" N14*18'25"E 43.69' C161 68.00' 18.55' 15'37'54" S82'44'02"W 18.49' C122 68.00' 26.94' 22'42'05" S68'35'45"E 26.77' C142 100.00' 19.41' 11*07'16" S6'06'37"W 19.38' C162 30.00' 37.98' 72'32'33" N36'49'15"E 35.50' C123 68.00' 11.28' 9'30'14" S84'41'54"E 11.27' C143 100.00' 20.50' 11*44'39" S17'32'34"W 20.46' C163 30.00' 9.14' 17'27'27" N81'49'15"E 9.11' N C124 30.00' 47.17' 90'05'35" S45'30'11"W 42.46' C144 100.00' 30.61' 17*32'10" N14*38'48"E 30.49' C164 88.00' 108.68' 70'45'32" S35'55'45"W 101.90' z O C125 68.00' 31.75' 26*45'12" N77'10'23"E 31.46' C145 100.00' 9.46' 5*25'19" N3'10'03"E 9.46' C165 88.00' 29.55' 19'14'28" S80'55'45"W 29.41' c_n > Lu Lu C126 68.00' 33.31' 28'04'09" N49'45'42"E 32.98' C146 138.00' 42.57' 17'40'32" S14'34'37"W 42.40' Lu C127 68.00' 34.53' 29'05'32" N21-10'52"E 34.16' C147 20.00' 29.60' 84'48'38" S48'08'40"W 26.97' 0 T Z MATCH LINE - SEE SHEET P P 1. 1 � 116.001' v v v v 116.00' - - - - . . 126.00' 9 - = r 4 I DOCTOR BRUNN LN d BLOCK 1 - - 00 2 - - I Co I BLOCK 6 O BLOCK 7 �, o LOT 25 o DOCTOR BRUNN LN � LOT 5 00 �N M/0 M/a M/a M/4 - m/ M/iN / 00 0 16,240 SF LOT 1 231.30' o o I 7,536 SF °0' 1.00' _ 0.37 AC.± �A �15 R/W.�-s/w a/w�,R/w��R/w 0.17 AC.± 5 526 SF 0.97 of BLOCK 8 �' 1.06' 202.25' 0.13 AC.± o 137.08' I 134.22' 126.00' 38.00' 0 _ � � � � � � � � � � � . . . . . . . LOT 5 , BLOCK 7 �' 00 1 15.86' I I 105,279 SF - - - , BLOCK 6 i� LOT 2 BLOT K 06 116.00' 116.00'00 N BLOCK 8 2.42 AC.± _ BLOCK 1 00 o I LOT 6 0 I 8,401 SF d� 8 716 SF n BLOCK 1 LOT 1 I o 0 0 a �r 0 LOT 26 000 o I 6,300 SF 0� C° vn co o LOT 31 0 6 959 SF ,o 0.19 AC.± 0.20 AC.± c - °' r7� 6,814 SF •- ,277 SF I 0.14 AC.± � Q v \ 7 0.16 AC.± ' 6.27' �, v 0.16 AC. 0.17 AC.± I o 12••GI 12"GI 1 r�I�-�12"Gi I v I 126.00' Q 126.83' 134.07' to 116.48' M 115.23' o> U 145.68' 60.00' Q BLOCK BLOCK7 / c� rr o �0,/ - - - - - - - - - - - - - - - - - - - - I in I BLOCK 6 inA G 125.09' �r7 '`' °' Lo LOT 3 LOT 14 / �� a h BLOCK 8 �`' BLOCK 8 LOT 7 N r�i c0' r y 00 I 6,138 SF o 6,373 SF o BLOCK 1 / BLOCK 1 v �' v LOT 2 I LOT 19 0 � 7,582 SF _ 0.14 AC.± `r' "� ��A0 LOT 27 �o / o 0 0.17 AC.± 0.15 AC.± / LOT 30 7,213 SF k 0 I 11,135 SF 0 ^ I 118.87' 121.20' ,0 `°� �o 6 9515E o� Lci 0.26 AC.± '� BLOCK 8 v� / 7,583 SF / �, 0.17 AC.± / / U 0.16 AC.± / 0.17 AC.± M a C to LOT 18 00 ' z 127.82' �n o o m O v N N; BLOCK 7 � BLOCK 7 q,� � 1 16.05' / � � � 126.09' � 6 975 SF co u r LOT 4 LOT 13 `�° v I 25.00' 0.16 AC.± 125.89' A7`V I 135.68' � ' r--I / BLOCK 6 U U 5,876 SF �C; 5,987 SF U p �� r7F I �• o� BLOCK 8 I BLOCK 8 0.14 AC. 1 LOT 0 - 7,744 LOT 8 F � 0.13 AC.± � -' � c� BLOCK 1 I BLOCK 1 ��. LOT 3 � � � � BLOCK 8 LOT 20 � 0.18 AC.± o ^� 117.93' 121.28' Lo LOT 28 o I LOT 29 �� 7,921 SF 0o I LOT 21 N _ ^ 7,922 SF 7,698 SF �v rn 0.18 AC. Co y 0 I 8,141 SF 0.03 AC.± to o6 co a 0.19 AC. o 41.68' W m O ~ Go BLOCK 7 BLOCK 7 0.18 AC.± U I Q 129.31' rn I I 0.18 AC. � 134.60' o00 K7W W Z J r o LOT 5 d LOT 12 0 y y 0 o, co o I C161 t/) 5,982 SF o 6,265 SF 0 o C� I `° ,N60 I Q Z u� 100.32' 92.35' 1 C' rn / BLOCK 6 0.14 AC. �' tx v I 135.68' - / 0.14 AC.± M/a -d M/ N►/a M/a 1.59' 6 FARM TREE LANE _ w / LOT 9 `� G iv BLOCK 8 . . . . I BLOCK 8 � ,� �0 W �121.36' I 129.33' LOT 4 o o I LOT 22 ��6j ��i� C163 a/W W U ` Q W o/ 7,670 SF o, - _ 270.00 I N u 8,098 SF o y y o o I. `°/ 0.18 AC.± n o 00 - - I `ti 41.00' z uj BLOCK 7 BLOCK 7 r0 o co 0 7 093 SF v co z a 2 Cr � 11 1 1 I 1 I FARM TREE LANE � � � � � � o I � �.,�� / LOT 6 0 �n 0.19 AC. 0.16 AC.± G LOT 11 o y y � a 130.72' zc:> � o �, o I o I � M T I � � Q - - - u I Y o A 6,313 SF o I 6,467 SF o G�� M/a 95.97'/a� a l 96.03' M/a C�sr� 134.95' I 6.00' w ' W = 0 O I� L I oo n 0.14 0.15AC.± I 111.00' Q Ln �� I Q BLOCK 6 BLOCK 6 w _J W W b Q I BLOCK 6 0 -' 0 129.26' 129.33' BLOCK 6 I I 38.00' o 00 I� o LOT 10 z LOT 25 o LOT 26 o I Q - 7 718 SF I I Ln _ LOT 66 00 I 7,758 SF BLOCK 7 I BLOCK 7 < 7,698 SF ,� 50.00'- 50.00' 50.00' 60.00' 50.00' 60.00' 69.09' } 4 5,796 SF co = 5 0.18 AC.± LOT 7 o I LOT 10 o o �u z 0.18 AC.± ao 0.18AC.± - - - - - - - - - - z O - - - - - - - - - - - - - - - - 6;0 �Co o �� r,A v1 N - - - - - - z Io o � 0.13AC.± � U 6,467 SF 0 I 6 467 SF I �� u _ o o 0 129.33' 0.15 AC.± `n 0.15 AC. L - Q 0o K' N c6 0i 0) Q W I I o I v 116.01' o Cd 00 rn 38.00' 1 15.99' Q 38.00' I N I BLOCK 6 I 129.33' N � ' BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 � y 129.33' z- BLOCK 6 I BLOCK 67 o 0 0 LOT 11 00 -CoA o LOT 29 o LOT 28 o LOT 27 LOT 26 o LOT 25 0 0 Q MA LOT 24 0 I LOT 27 N 00 I z o 0 0 LOT 24 o LOT 23 I v 50.00' o I 6,491 SF BLOCK 7 I BLOCK 7 6,380 SF 6 381 SF a6 5,796 SF c0 5,800 SF co 5,800 SF c6 6,960 SF c0 5,800 SF co 6,960 SF co 7,918 SF o 1 I 0.13 AC.± 7 0.13 AC.± � 0.13 AC.± 0.16 AC.± � 0.13 AC.± 0.16 AC. 0.18 AC.± y I 0.15 AC._ o "1 LOT 8 I LOT 9 M 0.15 AC.± Lo 0.15 AC. - - - - I� I 129.42' N 8,481 SF I 8,507 SF I 00 I 0 0.19 AC.± CD I 0.20 AC.± I 116.34' �'ca 0 1 16.38' I 0 �� A I o I BLOCK 6 C>> I �w�� N BLOCK 6 I BLOCK 6 ��' q- LOT 12 0 �� 9� 99.38' Iv o 'p 6 R/W K/w R R/W99'28 R/w �G� Off^ V LOT 23 0 <�� `Sc� 41.05' 50.00' 50.00' 60.00' 50.00' 60.00' 39.91' �W ��^ h� BLOCK 6 01 8,485 SF ��, �R �9. ,��'�o �� o I LOT 28 �� 6 K/W K/w R/W R K w R R K w R w a O� O N o 0.19 AC. �' _ - - oo _ �' �,Co 1n 0.16 AC.± Lo `90'9 HAYFIELD ST C1 °� 0 5,847 SF `o CD 9 HAYFIELD ST - �,' ,� 6,823 SF �; 6,806 SF � >z 8 C154 55 `/C v Q, LOT 40 0 5.91' \ 198.67' °° �,� 0 0.16 AC.± c7 - - - - _ o_ _ - A I 161.00' C�22C123 M C125C14 I 128.02'vi N C 350.96' a6 N 0.13 AC.± _ a/w R/W R a/w 152 "� 5� BLOCK 6,, /`"� 128.47' I � R/ a/w R/W R/W a/w /yy a/yy R/W R/W C1 LOT 39 ' 49.28 60.00' 60.00' 29.39' 29.11 60.00' 60.00' 60.00' 60.00' 60.00' 21.84' 10,289 SF I BLOCK 6 I BLOCK 6 I BLOCK 6 BLOCK 6 I BLOCK 6 BLOCK 6 0 I LOT 13 LOT 14 I LOT 22 LOT 21 0 I LOT 29 LOT 30 0.24 AC.± 21.00' o I 11 244 SF 1,754 SF 1888 SF 0 I 8,3S1 SF L I 8,321 SF 1,883 SF `o I 0.26 AC.± 0.04 AC.± 9.04 AC.+ co I 10 o 0.19 AC.± I 0.19 AC.± 0.04 AC.± MI C165 0 o 0 _ m I BLOCK 6 BLOCK 6 I BLOCK 6 BLOCK 6 (o 25 00' I 0 BLOCK 6 a I 160.98' o^ 0 0> I_ 128.01' co co BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 BLOCK 6 �0 O m 0 LOT 16 o LOT 17 LOT 18 r2 LOT 19 I 25.00' 8,238 SF co 8 153 SF I co 128.48' 25.00' LOT 32 ��,, LOT 33 N LOT 34 LOT 35 °' 0 2., LOT 38 0 �� ' �69' � Ri - ,6 M 8,181 SF o 8 241 SF N N LOT 36 0 LOT 37 0.19 AC. � 0.19 AC. I � 0.19 AC.± � 0 19 AC.± I 8,249 SF 8,175 SF M M (6 8,274 SF ui Q) Mh BLOCK 6 I BLOCK 6 I BLOCK 6 0.19 AC.± 8,190 . CO 0 19 AC± 'o 8 163 . 0 8 193 . 0 0.19 AC.± 0.19 AC.± 0.19 AC.± M 0.19 AC.± �' 0.19 AC.± � C14LOT 20 co I LOT 15 � I � I LOT 31 A I o I 13,110 SF 0 I 0 11,822 SF ,� I 11,828 SF 0.30 AC.± I 0.27 AC.± '� I 0.27 AC.± wI L - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w > ILINnoo N QN = 185.96' 60.51' 59.80' 60.20' 60.00' 153.50' 152.99' 60A1' 59.99' 60.21' 60.00' 59.79' 60.21' 59.80 11.65' o Y M z o z ' E N G I N E E R I N G � � � � � � � � o � 00_ 5725 NORTH DISCOVERY WAY 50.00' 0 cn 0 o _ ,� 1219.56' BOISE,IDAHO 83713 z - - - 38.00' PHONE 208 639-6939 kmengllp.com o ' DESIGN BY: JNP DRAWN BY: DMZ ' CHECKED BY: JNP z ' DATE: 9/9/2021 LOT DIMENSIONS - SOUTHWEST I SHEET NO. 21-048 0 50 100 150 Plan Scale: 1" =50' P P 1. rJ 0 N d LEGEND S�pNAL fH BOUNDARY LINE EXISTING IMPROVEMENTS PROPOSED IMPROVEMENTS 6\ST i OFFSITE BOUNDARY LINE s SANITARY SEWER LINE s s s SEWER LINE ASPHALT PAVEMENT — SETBACKS w- WATER LINE w w WATER LINE 8628 PERVIOUS PAVERS J'J,9-9-21 0 ROAD CENTERLINE c c -c GAS LINE so so STORMDRAIN LINE C/ 9rF OF PROPOSED LOT LINE —OP—OP— OVERHEAD POWER LINE PI PI PRESSURE IRRIGATION LINE GRAVEL PATHWAY OF H PAr. R/w R/W PROPOSED RIGHT-OF-WAY LINE GI cl GRAVITY IRRIGATION LINE cl cl GRAVITY IRRIGATION LINE . ° ' CONCRETE SIDEWALK/ ° PATHWAY - — — — — — — — — — - EASEMENT �S SEWER MANHOLE 6" VERTICAL CURB AND GUTTER ° wv x WATER VALVE 3" ROLLED CURB AND GUTTER COMMON LOT ® WATER METER GRAVITY IRRIGATION BOX COMMON DRIVE FIRE HYDRANT S� SEWER MANHOLE CQ) POWER POLE wv WATER VALVE ui p FOUND 1/2 INCH REBAR >11 1 POWER BOX ® WATER METER o QO FOUND 5/8 INCH REBAR EP EP EDGE OF PAVEMENT FIRE HYDRANT FOUND BRASS CAP TP-12 TEST PIT w w� SINGLE WATER SERVICE ® FOUND ALUMINUM CAP EDGE OF GRAVEL —w—w DOUBLE WATER SERVICE CALCULATED POINT ON DRAINAGE ARROWS '5PK PK NAIL TREE DECIDUOUS O-� STREET LIGHT Q AXLE0 N Z � 2645 _ � — EXISTING GRADE CONTOUR O ^-� ` ' cry f ! p a o .d ✓_ ,� -� R 'ate—AVN ,ova M/a M/a M/N M/a M/a M/a aLu a r F I -•.r.. r- v L Y� J" -.._� — .... . . _ ti...- _ �_...`) 0 r. ,�- 1 ___r• p •p �'..✓ �" �'�w•`•� . ✓`. r"' C �. ✓' "� � 2'GI < un ' L R L R/W ..- R/W �-R AN � R r� R `�' -- D `1 r r n _ ,,,�P�r�^^� .-- Y ^�� \� C /w /w R R • /(yy �`'1<G" EG'4ti'EG�' R/W� fh4Ne�—r�h?1'.;� V EP —EP—EP—EP—EP- EP ' EP EP EP EP EP EP EP EP EP EP EP EP Cyp EP EP _EF 'REF `EP ", EP EP EP P—iEP EP EP EP EP EP EP EP EP EP w " w a w w w w w w w w w w w w w w w w w w w w .Y,—'N/ MCMILLAN RD w w w w w w w w w w w w w w w wI)EP w T— c/ s --- ---- ---- ---- ---- ---- ---- in -- ---- ----- -- - - -- - -- -- ---- L- - � ---- -- -- ---- ---- .r-,. . 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BLOCK 6 O O Q 11 I O7 O I 42 O 40 39 38 37 36 35 34 I 33 32 31 30 29 27 I EXCLUDES ARTERIAL a z0 U 24 I 32 = 10 41 57 10 . 12 10 8 \\ I I O I 6 1 105,063 LANDSCAPE BUFFER 1.43 8.00 8.00 ac. DOCTOR BRUNN LN DOCTOR BRUNN LN 1 2 LEMP LATERAL, AND m: w - - - - - - - - - L - I MEASURED FROM BOC, O 25 .'••� I �.•..•••••. I � I CREASON LATERAL I m Q / :':':'•'-ao':' N GRAND LAKES WAY I BLOCK 2 w BLOCK 10 J 6 39 10,289 10,289 0.24 1.00 1.00 O / 31 O -:T T•' t ' `n 46 �E I 59 6 48 12,559 12,559 0.29 2.00 2.00 O 15 26 O I :Qy "' i. _ O/ - 6 54 7,513 7,513 0.17 1.00 2.00 O Q O / 14 / O :. I -19 - - - - - - - BLOCK8 - - - - - N - - - - BLOCKS - - I 6o w I _ = 7 1 5,526 5,526 0.13 1.00 2.00 . . � • �:.� I � 27 / 30 / •�• • � ' 18 17 16 15 14 13 12 11 1 2 3 4 O O O O O � 0 0 0 0 > I 61 O I 100,342 5 6 / O BLOCK 7 28 I 29 O / I 21 20 m I 8 5 105,279 EXCLUDES COLLECTOR 2.30 13.00 16.00 .'o. I I LANDSCAPE BUFFER ' f / O / 12 } I FARM TREE LANE :•� I 62 O •: I O •� ' ::::::::::::;:+::::::: MEASURED FROM BOC 9 Q FARM TREE LANE 4 I I 22 a 26,767 c� I O :•OAS:"-'-•�•--:� O w O I 11 'i z `n Q O I Q I 63 O I 9 6 32,719 EXCLUDES COLLECTOR 0.61 3.00 3.00 10 Q 25 I 26 J Lu S4+ I I LANDSCAPE BUFFER 0 ' 66 65 64 63 62 61 60 59 48 58 57 56 55 y I MEASURED FROM BOC I O I 10 w I o - - - - - - - - - - - - I z cn z y O / I 64 O7 I 9 24 6,340 6,340 0.15 1.00 0.00 A . li I O I 24 I 27 O O O O O O O BLOCK6 _ _ _ _ _ _ _ �_ _ _ "' 11 Q 29 28 27 26 25 24 23 z I 1,603 z > ti O � •I O I O � I 65 I 10 15 2,347 EXCLUDES COLLECTOR 0.04 0.00 0.00 O O / O I LANDSCAPE BUFFER U �: •:- ,� I 12 23 I 28 ' 40 41 42 43 44 45 46 47 49 50 51 52 53 I MEASURED FROM BOC HAYFIELD ST I HAYFIELD ST m �:. I 10 W 22 I I I 66 9 I TOTAL OPEN SPACE TREES 52.00 67.00 > I 13 14 I 21 I 29 30 O I 0 0 DAVEYST STREET TREE CALCULATIONS (1TREE/35 LF) m t� I 39 12 DAVEY ST _ R:: 16 17 I 18 19 I 32 33 34 35 36 37 38 I 12 10 I I BUFFER NUMBER OF DRIVES ' 15 I 20 O O I STREET NAME WIDTH LF WIDTH PER PLAN CALC REQ PRVD 31 BLOCK 6 - - J I - - - - Q 23 22 11 I 15 T L 21 20 19 18 17 16 15 14 13 I :i ' 14 13 I BLACK CAT RD 25' 1228 0 1228 LF/35 35.00 36.00 ( 1 w CREASON LATERAL :. . •: s:� _ - - - 24 ` - - - BLOCK 9 I 11 I W MCMILLAN RD 25' 2541 0 2541 LF/35 73.00 74.00 z J 25' LEMP Z_j z z CREASON LATERAL - - N GRAND LAKES WAY 20' 4122 0 4122 LF/35 118.00 118.00 AND Q Q ARTERIAL CREASON o w m N ' CR W UINTALE ST 13.5' 422 0 422 LF 35 12.00 12.00 0 j LANDSCAPE BUFFER EASEMENTS cwn QUARTET SUBDIVISION N M Q / - MEASURED FROM g J J 20' I W VISO ST 13.5' 264 2 212 LF/35 6.00 6.00 z FUTURE BA K OF d ' a COLLECTOR LANDSCAPE BUFFER I W >_ W W MEASURED FROM BACK OF MARLA WAY 13.5' 1672 21 1126 LF/35 32.00 32.00 W W CURB KENNEDY LN 13.5' 1116 16 796 LF/35 23.00 23.00 O Q 1 �, � z PRELIMINARY PLAT LANDSCAPE COVER DOCTOR BRU NN LN 13.5' 1066 2 1026 LF/35 29.00 29.00 w - 0 120 240 360 BRIDLE HORSE ST 13.5' 650 0 650 LF/35 19.00 20.00 Lu 2 ACHD LANDSCAPE NOTES PLANT SCHEDULE NOTE: SEE PPL2.0 FOR FULL PLANT SCHEDULE SUNDAY LOOP 13.5' NA 54 NA LF/35 0.00 8.00 J Plan Scale: 1" = 120' Q LJJ 1. TREES SHALL NOT BE PLANTED WITHIN THE 10' CLEAR ZONE OF ALL ACHD STORM DECIDUOUSTREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS QTY FARM TREE LANE 13.5' 2031 26 1355 LF/35 39.00 39.00 DRAIN PIPE, STRUCTURES, OR FACILITIES. CONTACT INFORMATION 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE ACER PLATANOIDES'CRIMSON KING' 2"CAL. B&B 35'X30' CLASS II 114 CATTLEMAN WAY 13.5' 1682 14 1318 LF/35 38.00 38.00 CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. CRIMSON KING MAPLE HAYFIELD ST 13.5' 1440 21 894 LF/35 26.00 26.00 APPLICANT LANDSCAPE CONSULTANT SUNNY SIDE AVE 13.5' 612 1 586 LF/35 17.00 17.00 WALSH GROUP, LLC. KM ENGINEERING, LLP GENERAL LANDSCAPE NOTES ACER TRUNCATUM'PACIFIC SUNSET'TM 2"CAL. B&B 35'X30' CLASS II 155 DAVEYST 13.5' 1912 15 1522 LF/35 43.00 43.00 P.O. BOX 1297 5725 NORTH DISCOVERY WAY PACIFIC SUNSET MAPLE EAGLE, IDAHO 83616 BOISE, IDAHO 83713 1. CONTRACTOR SHALL LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD BIG SADDLE ST 13.5' 1684 18 1216 LF/35 35.00 35.00 PHONE: (208) 329-5715 PHONE: (208) 639-6939 UTILITIES WITHIN CONTRACT WORK AREAS PRIOR TO CONSTRUCTION. CONTACT DIG EMAIL: kelli®walshgrp.com FAX: (208) 639-6930 LINE, INC. ® 1.800.342.1585. PROVIDE ADEQUATE MEANS OF PROTECTION OF CARPINUS BETULUS 2"CAL. B&B 50'X40' CLASS II 137 IRON HORSE ST 13.5' 831 6 675 LF/35 19.00 19.00 CONTACT: ALYSSA YENSEN, PLA UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING EUROPEAN HORNBEAM EMAIL: ayensen@kmengllp.com SITE WORK OPERATIONS AT CONTRACTOR'S EXPENSE. WHEEL HORSE ST 13.5' 1599 26 923 LF/35 26.00 26.00 2. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR '• CERCIS CANADENSIS 2"CAL. B&B 25'X35' CLASS I 16 BLUE WHISTLER ST 13.5' 272 0 272 LF/35 8.00 8.00 TYPE AND SIZE SHOWN. EASTERN REDBUD MULTI-TRUNK S KATHY WAY 13.5' 504 4 400 LF/35 11.00 11.00 3 STRIPRBETWEENFBACK NT MATERIAL,OF CURB ANDNDSIDEWALKIOSHALLPROPOSEDIN WITHIN THE PLANTER STALLED BYTE HOME + GLEDITSIATRIACANTHOS'IMPERIAL' 2"CAL. B&B 40'X35' CLASS II 87 TOTAL STREET TREES 609.00 620.00 BUILDER IN CONJUNCTION WITH THE INDIVIDUAL LOT DEVELOPMENT. IMPERIAL HONEYLOCUST 0000 4. ALL TREES PLANTED IN THE PARK STRIP (BY BUILDER) TO BE CENTERED BETWEEN PATHWAY TREE CALCULATIONS (1TREE/100 LF) BACK OF CURB AND SIDEWALK AND ARE SUBJECT TO THE ACHD DEVELOPMENT o ° LIRIODENDRON TULIPIFERA'EMERALD CITY'TM 2"CAL. B&B 55'X25' CLASS III 26 o °°,,°°°°°°°°° EMERALD CITY TULIP TREE PATHWAY AGREEMENT FOR LANDSCAPING. BLOCK # LOT # (LF) CALCULATION REQ PRVD 3 5. FENCING WITHIN SUBDIVISION, ALONG SIDE AND REAR LOT LINES SHALL BE INSTALLED 0 PYRUS CALLERYANA'CAPITAL' 2"CAL. B&B 35'X15' CLASS II 116 BY BUILDER/HOMEOWNER IN CONJUNCTION WITH INDIVIDUAL LOT DEVELOPMENT AND 1 25 212 212 LF/100 2.00 2.00 N SHALL COMPLY WITH THE STANDARDS ESTABLISHED IN THE SUBDIVISION'S CC&RS. CAPITAL GALLERY PEAR 2 1 298 298 LF/100 3.00 3.00 z Z GENERAL IRRIGATION NOTES EVERGREEN TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY 2 46 1,591 1591 LF/100 16.00 17.00 } 5 7 703 703 LF/100 7.00 8.00 1. ALL PLANT MATERIALS TO BE WATERED BY THE DEVELOPMENT OR SUBDIVISION PICEA OMORIK BRUNS' 6'-8'B&B 30'X10' EVERGREEN 37 a PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF COMMON AREAS SHALL BE VIA THE u 6 39 50 50 LF/100 1.00 1.00 3 SPRUCE SUBDIVISION'S PRESSURIZED IRRIGATION SYSTEM. IRRIGATION OF INDIVIDUAL LOTS AND E N G I N E E R I N G z LANDSCAPING ALONG THE FRONTAGE OF PRIVATE LOTS SHALL BE PRESSURIZED 6 48 215 215 LF/100 2.00 2.00 IRRIGATION WATER, AND THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNERS. 5725 NORTH DISCOVERY WAY a PINUS FLEXILIS'VANDERWOLF'S PYRAMID 6'-8�B&B 25'X15' EVERGREEN 44 8 5 795 795 LF/100 8.00 8.00 BOISE, IDAHO 83713 a VANDERWOLF'S PYRAMID PINE PHONE(208)639 6939 0 2. COVERAGE; THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE ONE HUNDRED g 6 129 129 LF/100 1.00 2.00 kmengllp.com Q PERCENT (100%) COVERAGE WITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. GROUND COVERS BOTANICAL/COMMON NAME CONT 10 15 112 112 LF/100 1.00 2.00 DESIGN BY: KAC Z 3. MATCHED PRECIPITATION RATES: SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION TOTAL PATHWAY TREES DRAWN BY: KAC RATES WITHIN EACH CONTROL VALVE. 41.00 45.00 TURF SOD RHIZOMATOUS SOD 652,323 SF CHECKED BY: AY z W RHIZOMATOUSTALLFESCUE MITIGATION REQUIREMENTS 4. IRRIGATION DISTRICTS: SPRINKLER HEADS IRRIGATING LAWN OR OTHER HIGH WATER DATE: 9/9/2021 DEMAND AREAS SHALL BE CIRCUITED SO THAT THEY ARE ON THE SEPARATE ZONE OR PROJECT: 21048 o DISTRICT FROM THOSE IRRIGATING TREES, SHRUBS, OR OTHER REDUCED WATER THERE ARE NO HEALTHY TREES > 4" CAL. PROPOSED FOR REMOVAL a DEMAND AREAS. OTHER BOTANICAL/COMMON NAME CONT SHEET NO. a 5. OVERSPRAY: SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO TOTAL TREES REQUIRED/PROVIDED 702.0 732.0 P P L 1.0 IMPERVIOUS SURFACES SUCH AS STREETS, SIDEWALKS, DRIVEWAYS, AND PARKING SHRUBS AND PERENNIALS NONE 248,609 AREAS. *REQUIRED TREE NOT ALLOWED IN CREASON LATERAL EASEMENT. TREE MOVED TO BLOCK 8 LOT 5. a ,,,,�111111///IIIIII KEY NOTES (TYPICAL) ® PLANT SCHEDULE ••.••�Q,CEDF�Dq�4, 3 M/a M/aDECIDUOUS TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS QTY •�,• •�SSAYE �•O 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL - - * *S TREES WITHIN TURF AREAS. a R/W R/W R/W R/W R/W R/�!J�ft� �-R Rw��W 1 C- • • [- 2. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION ACER PLATANOIDES'CRIMSON KING' 2"CAL. B&B 35'X30' CLASS II 114 S`�- w w w w w w w w w w- -w- -w-w- w w w w w w w w w w w w : C' • • TTRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY CRIMSON KING MAPLE . c�' ; W MCMILLAN RD 1 2` L 165 ,7 .• �� d3'a9- - d 3 3 �, d� �, WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. '�,`f'�••� 9-9-21 _.' (� •.• OP �3 93 `03 03 03 3 0 9 9 ,`J3, 03 Q3 .03 .9 43. `03. 03 rrrz 53 T�--��`03 T.��03� - - - 611-1 L •••••00 Q,� •• op __ s '" -' < - -¢ -�- - - - - - op 3. ALL PLANTED BEDS TO RECEIVE A MIN. 3" DEPTH ORGANIC PERMABARK MULCH WITH PACIFIC RSUNSET MAPLECIFICSUNSET"TM 2"CAL. B&B 35'X30' CLASS II 155 �•i `9N)SCA ��•`•• - =�T (D -� -� - - - - � - - =�= -ate,- -o o PERMEABLE FABRIC WEED BARRIER. SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR '88881/111•0` � �"c' �48"G1� �•'T ��"� �s _'LEMP LATERAL' - Pr`� T � - TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY GROUND ',� -�,__�,_ ._:��.� •� 61',;�_,48GI'�- � '�'�48"c� ` + ��9s ol� 4� - -�48"Cl� �.*. COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED 3 ,`♦ •` ' .' _ _. �.=�' "_GI�`_`O 8" L`O.O`&$"G7 �•-•.`4.8 GI =�.48:'. 411 2 CAL. B&B 50 X40 CLASS II 137 -- --- ------------------------ ---- -- ------ ---- - - - - -- ----- - - - - --- - - ` 48 --- -_- ----- -- Q I, - � � _ - - ---_-_ _---- - - - - - - - - BARRIERS ARE PROHIBITED. CARPINUS BETULUS 1 •' �� . . - : --� -r z-:-r-r .� -1 EUROPEAN HORNBEAM + ';* - .`- - - - - _-'Y` T�' - - 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. �� + -P PI I - - FQ9 P - 1 �• CERCIS CANADENSIS 2"CAL. B&B 25'X35' CLASS I 16 3 m : .' �•�, I - 5. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE EASTERN REDBUD MULTI TRUNK PPL2.0-2. N �p I f�,•,, al al al 8 3 5 BLO I� . �� I I 6. SCHEMATIC PICKLEBALL COURT. SEE REFERENCE PHOTO PPL2.0-3. + GLEDITSIA TRIACANTHOS'IMPERIAL' 2"CAL. B&B 40'X35' CLASS II 87 '• '�' ; �I I O7 Og O9 10 I 11 12 13 14 I 42 43 44 45 46 47 48W7. SCHEMATIC CLUBHOUSE AND POOL. FINAL DESIGN TO BE APPROVED AS A SEPARATE IMPERIAL HONEYLOCUST Q 51 I o000 0° I I . 1 SUBMITTAL. ,• °°° 1 N °�. I I I� - 8. 6' HEIGHT SOLID FENCE. SEE PPL4.0 FENCE EXHIBIT AND PPL4.0-4. LIRIODENDRON TULIPIFERA"EMERALD CITY'TM 2"CAL. B&B 55'X25' CLASS III 26 � � � \W.W ��•�� I I I 1 0000•o�° EMERALD CITY TULIP TREE 9. 5' HEIGHT OPEN VISION FENCE. SEE PPL4.0 FENCE EXHIBIT AND PPL4.0-6. w 6 ' KENNEDY LN w + w 15 al 41 w 50 I 0PYRUS CALLERYANA CAPITAL" 2"CAL. B&B 35'X15' CLASS II 116 •� I ��.�. 8's 8"S 8•S KENNEDY LN s" s"s I- I 10. 6'-8' HEIGHT OPEN VISION POOL FENCE. SEE PPL4.0 FENCE EXHIBIT AND PPL4.0-5. CAPITAL CALLERY PEAR I 5 11. 4' HEIGHT PICKLEBALL OPEN VISION FENCE. SEE PPL4.0 FENCE EXHIBIT AND a 40 17 _ 39 19 I PPL4.0-7. EVERGREEN TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS QTY N 3 �p ••I i I a1 52 I� * 12. PATHWAY. SEE CIVIL PLANS. Z • { �• i+ BLOCK 1 20 I 20 * I ' O I - � PICEAOMORIKA'BRUNS� 6'-8'B&B 30�X10� EVERGREEN 37 _ _ a 13. NOT USED. BRUNS SPRUCE N 3� I�QV al v 8 18 _ 38 18 I .p4 �2P.` ,pl,•,' } '< ' I w '�I+ O 1 al `�g�` 14. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10' Lu ~ •w t- I O3 I 19 3 a w CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. l ♦ Y PINUS FLEXILIS VANDERWOLF'S PYRAMID 6'-8'B&B 25 X15 EVERGREEN 44 17 I 2 w w�� a ti� VANDERWOLF'S PYRAMID PINE I� A. I`z" I I s BRIDLE HORSE ST s I �- g- t«O . +� I � 19 a 37 �� 3 Z 'w,'' �Q 20 40 < FENCE SCHEDULE GROUND COVERS BOTANICAL/COMMON NAME CONT I a t. u. 4OCK 4 2I BLOCK 1 .� . 0 �/I BLOCK 3 I Z 6' HEIGHT SOLID FENCE. SEE PPL4.0 FENCE EXHIBIT AND W cl� TURF SOD RHIZOMATOUS SOD 652,323 SF OP 50 �I 17 20 a 36 I O I ,Ln PPL4.0 4. RHIZOMATOUSTALLFESCUE o�c I r I 15 9 O3 N .` 5' HEIGHT OPEN VISION FENCE. SEE PPL4.0 FENCE EXHIBIT Q I a w w w w 11 I I o� BLOCK 8 1 AND PPL4.0-6. -s u 8"s 00 �-W QUINTALE_ ST 2 0 v a O I 16 21 a 35 14 I 4 z O7 I 1 X x 6'-8' HEIGHT OPEN VISION POOL FENCE. SEE PPL4.0 OTHER BOTANICAL/COMMON NAME CONT mzb - Q I I O la O O -� FENCE EXHIBIT AND PPL4.0-5. SHRUBS AND PERENNIALS NONE 248,609 `•� I �� I I 1 F -F -F 4' HEIGHT PICKLEBALL OPEN VISION FENCE. SEE PPL4.0 • al O �I 15 22 -I 34 13 I O O FENCE EXHIBIT AND PPL4.0-7. SHRUBS SIZE MATURE HXW I - J � O I 1 cc I I _ CARYOPTERIS X CLAN DONENSIS BLUE MIST' 2 GAL. 3'X3' • g Lu LU t- I I 8 BLUE MIST SHRUB rho, ' �, JUNIPERUS HORIZONTALIS'BLUE CHIP' 2 GAL. 1'X6' N • a` Z ' I 23 33 I O `tom BLUE CHIP JUNIPER N 3� ' a f, O 30 I _ 4 1 JUNIPERUS SCOPULORUM'BLUE ARROW' 6'-8' B&B 12'X3" ' �po c Q. I I I 1 BLUE ARROW JUNIPER O13 I PHYSOCARPUS OPULIFOLIUS SUMMER WINE' 2 GAL. 5'X5' BLOCK 6 I I 11 O O g I ' SUMMER WINE uRK cl- W =} 24 32 _ I I 10 ',� 1 RHAMNUS F ANGULAAFINE LINE' 2 GAL. 6'X3' U) 3� I O a 10 W 12 . a� N 10% "£''' M FINE LINE BUCHTHORN N16• I < 8 , J ROSA X'NOARE' 2 GAL. 3'X3' a Za 0 I d FLOWER CARPET RED GROUNDCOVER ROSE DOCTOR BRUNN LN. '• - w w w ` 8"S 8"S- S 8"S o.' Q� DOCTOR BRUNN LN . •'•' '• d SPIRAEAXBUMALDA'GOLDFLAME' 2GAL. 3'X3' 8"S b o 8"S - 1 GOLDFLAME SPIREA m .a 1I11 O J 25 N ��' �-/' .�.• W 4 ,"f4 W ANNUALS/PERENNIALS SIZE MATURE HXW N Imo.' �,• I " I Phi �-�- fI �W ECHINACEAPURPUREA 1GAL. 5'X2' �•' I a 15 'ai01.=.--.--.-� 7O PURPLE CONEFLOWER 12 O _ :- .• m' ,`I W HEMEROCALLIS X'STELLA DE ORO' 1 GAL. 1'X2' I O 31 a ' STELLA DE ORO DAYLILY z w n 1 •� - oo a' I ,�1. I I I _ •P• '=1 NEPETAXFAASSENII 'JUNIOR WALKER 1GAL. 1.5 X4' Z JUNIOR WALKER CATMINT J �� •ao� z RUDBECKIAFULGIDA'GOLDSTRUM' 1GAL. 2'X2' O ♦_j �rn © I O O3 14 •� O .'�'� I 5 19 10 8 1 J CONEFLOWER - m 27 3p SALVIA NEMOROSA MAY NIGHT 1 GAL. 2 X2 L.I..I MAY NIGHT SAGE \ ¢� '♦ V ZAUSCHNERIA GARRETTII"ORANGE CARPET" 1 GAL. .5'X2' / �� ` V) c> a 3 2�•� * 4 13 - HUMMINGBIRD TRUMPET Q W I �. a `I O O I -�- I a o 0 S U 1 a O BLOCK 7 21 20 1 G GRASSES SIZE MATURE HXW m V) n cn •�• a' I Ia 12 , CALAMAGROSTIS X ACUTIFLORA 1 GAL. 4'X2' Q w •�•- 50 12 "El. • 'KARL FOERSTER' un 0 z m / COSo I : I '�Qn'. I FARM TREE LANE FEATHER REED GRASS o W 1 O W w ' w •� HELICTOTRICHON SEMPERVIRENS BLUE OATS' 1 GAL. 3'X3' s..s FARM TREE LANE s..s 2 12 O g - -. - 22 BLUE OAT GRASS U I' 6 11 � J I -TOp� �- T®P I 9 MISCANTHUS SINENSIS'MORNING LIGHT' 1 GAL. 5'X4' z a I .t� O O EULALIA GRASS a " PANICUM VIRGATUM HEAVY METAL' 1 GAL. 4'X2' Q - Q j BLUE SWITCH GRASS Q _j N 10 m I 25 a 26 - .PI.- PI Pi .-PI P all 1 ♦2 �• I 10 °° I - - - - - - o z c� a I •• N w A� I 1Lu m al a 11 �I 24 27 29 28 27 26 25 24 23 8 3 N _ •r O O I MULCH AT V) a m �I I PLANTER LJJ 5 W ' a 1 TURF g" BEDS - 12 Al 23 I 28 �` , _j ' .�• •r " a .Q ` s"s HAYFIELD ST I 4 w, HAYFIELD ST .`� -�• 1 Q W I w Co W I=1 I I I 11- c� I �:OZ 13 14 la 22 21 29 30 12 39 W• 'I I I I I I=1 11= - _ _ �. I- - W� m .`w I I al .O"`• DAVEY ST FINISH ;,I I II 11I I II I I�I II I II I I I II I II -1111 3 O O O O O O O 38 �� GRADE ''-I I III-I I I� IIIIII i�1 I- TOPSOIL 17 i 18 19 � I 32 33 34 35 36 37 �-III=1 I 1=I-� 1 c� a Co -� 15 is 20 a1 31 BLOCK 6 REMOVE DEAD/ DAMAGED CUT EDGE WI . � _ _ I 1 BRANCHES AND PRUNE TO NIm INTERNATIONAL SOCIETY OF ` L -PI - PI - PI - - pi - pl - - -j - - PI - -I- - -PI - - PI - I P - PI P PI - P - I- I �-piARBORICULTURE STANDARDS; . 1 WCREASON LATERAL w IMPROPERLY PRUNED TREES .�. hs�I..W.�.W. $ a �I��48 GI-48 GI.--.----�,1s cl �aa i- - - aa�cl • •gs� , 4g c� .4a. I. ds cl > p (AS DETERMINED BY THE --'�'.�"`.. _• �_ _• _ _ • '- - .'.'. .` ..'. 4s:cl 4aC�I4 cr �tscl• 48GI,.'.'.'.'. 4Lu -_1 LANDSCAPE ARCHITECT) .� •_ _ _ SHOVEL CUT EDGE ��- 0 O O SHALL BE REMOVED AND O 8 } (2)-BVC WOOD TREE o0 00 o REPLACE. NTS Z 1 STAKES(MIN. 6' HT) O TRUNK FLARE. LOCATE PRIOR z CHAINLOCK acoo O TO PLANTING. FLARE SHALL o `n TREE TIES O O �� BE VISIBLE AFTER PLANTING.PRELIMINARY PLAT LANDSCAPE PLAN MIN MULCH PER PLAN KEEP 0 3°° 1"-2" AWAY FROM TRUNK 0 80 160 240 FLARE 4 FINISH GRADE Plan Scale: 1" = 80' 3' Z ROOT- I- BERM WATERING BASING w BALL =11 - E DEPTH - FERTILIZER TABLETS _ I I I FOLD BACK BURLAP FROM # ' - _.._.. - OF o II II I II II II 11 I I I III ROEMOVE WIREOBASKET. E N G I N E E R I N G ROOT- � - a NOTE: REMOVE TREATED BALL BACKFILL SOIL MIX GENTLY - ---._.- 5725 NORTH DISCOVERY WAY OR SYNTHETIC BURLAP PACK BACKFILL USING WATER _ BOISE, IDAHO 83713 COMPLETELY. REMOVE WIDTH TO SETTLE SOIL AROUND - " PHONE(208)639-6939 o ANY SOIL AND/OR ROOTBALL �" kmengllp.com MULCH AWAY FROM 8" MIN PLANTING PIT 8" MIN ROOTBALL ON UNDISTURBED TREE CROWN AFTER DESIGN BY: KAC INSTALLATION. PIT SHALL BE A MIN. 2 TIMES WIDER SOIL Z THAN ROOTBALL AT BASE AND A y_ DRAWN BY: KAC E MIN. 3 TIMES WIDER THAN ROOTBALL AT FINISH GRADE. DEPTH SHALL BE CHECKED BY: AY E NOTES: SAME AS THE ROOTBALL. DATE: 9/9/2021 a 1. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED PROJECT: 21048 u STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL a STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. SHEET NO. DECIDUOUS TREE PLANTING AND STAKING DETAIL PICKLEBALL COURT REFERENCE PHOTO PPL . NTS NTS N C „,,1111111///8 8 •••I ' KEY NOTES (TYPICAL) ® PLANT SCHEDULE P,'s�EOFJ •.,� 441 •....., SA Y ''• ° 1. INSTALL 3' DIAMETER SHOVEL CUT TREE RING, WITH BARE EARTH SURFACE AT ALL DECIDUOUS TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS CITY * vq E�� •� TREES WITHIN TURF AREAS. w :, —R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W---�R/W R/W R/W R/W R/W R/W • ACER PLATANOIDES CRIMSON KING' 2”CAL. B&B 35'X30' CLASS II 114 -r" 2. CLEAR VISION TRIANGLE. NO TREES SHALL BE PLANTED WITHIN A CLEAR VISION CRIMSON KING MAPLE • • • w w w w w w w w- w- w- se W W W W W W w w w w W w w TRIANGLE. THE MAXIMUM HEIGHT OF ANY VEGETATIVE GROUND COVER AT MATURITY ''- L 165 '.7 :; 1 a 5 3 1 — — — — W MCMILLAN RD— WITHIN THE CLEAR VISION TRIANGLE SHALL BE 3' FROM THE ADJACENT STREET GRADE. 40 s. 9-9'21 d ,,� .• • �••.- 4 �. — — _ �— —4 ¢��ax ACER TRUNCATUM'PACIFIC SUNSET TM 2"CAL. B&B 35'X30' CLASS II 155 �• l ' •• P ` — — — —- — — — — — — — — -— 3 �. '- e e e - - - - PACIFIC SUNSET MAPLE �•••`,9NDSCA4 _. ` W W W �• PERMEABLE FABRIC WEED BARRIER SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR = = — — — — — — — — — rT�-a �P OP OP •OP �pp� �_— n TO ORDERING AND INSTALLING. THE USE OF MULCH OR ROCK AS THE ONLY GROUND — — — — — — _. W.W .r..'T 1 _�� T — COVER IN REQUIRED PLANTING ARES IS PROHIBITED. IMPERMEABLE PLASTIC WEED 3 I ��4s'0 48"Gi� - �-48sc1 �4s"61 ' '48_'Gr• 4s°cl� �•�� 4$� �'• W V •I'W LEMP�LATERAL'_'_' . . .. (y) CARPINUS BETULUS 2"CAL. B&B 50'X40' CLASS II 137 -- ------ --_ �- _ .� ' 1'-'-' ' _may=�s" '._.'� I,' 'ks:cl. Tgsx r-- �as:ci._ . 4e_'ol� _�4scl<__ "cl ��sr _ BARRIERS ARE PROHIBITED. EUROPEAN HORNBEAM *ffm� ff f,� 4. TREES PLANTED IN PARK STRIPS TO BE CENTERED IN STRIP. 1 — P — — PI — — P I — — — — • �. . PI • — P — �• CERCIS CANADENSIS 2"CAL. B&B 25 X35 CLASS I 16 �— — —� — — — — — 5. INSTALL FLAT-BLADE SHOVEL EDGING AT INTERFACE OF SOD AND PLANTER BED. SEE EASTERN REDBUD MULTI TRUNK 8 BLOCK 2 1 PPL2.0-2. 6. SCHEMATIC PICKLEBALL COURT. SEE REFERENCE PHOTO PPL2.0-3. + GLEDITSIATRIACANTHOS'IMPERIAL' 2"CAL. B&B 40'X35' CLASS II 87 O7 O8 O9 10 11 12 13 14 I 15 16 17 18 I 7. SCHEMATIC CLUBHOUSE AND POOL. FINAL DESIGN TO BE APPROVED AS A SEPARATE o•0000•000 IMPERIAL HONEYLOCUST o 19 I SUBMITTAL. 0 Y 12 O 6 I 20 Ia 8. 6' HEIGHT SOLID FENCE. SEE PPL4.0 FENCE EXHIBIT AND PPL4.0-4. LIRIODENDRON TULIPIFERA EMERALD CITY'TM 2"CAL. B&B 55'X25' CLASS III 26 Q o•'•000000'o EMERALD CITY TULIP TREE 9. 5' HEIGHT OPEN VISION FENCE. SEE PPL4.0 FENCE EXHIBIT AND PPL4.0-6. z oz I O W W w W ' ;' w w w I 0 PYRUS CALLERYANA CAPITAL 2"CAL. B&B 35'X15' CLASS II 116 3 s"s s"s 8" a"s 8"s SUNDAY LOOP 8„s a s a s 8 s Ia 10. 6'-8' HEIGHT OPEN VISION POOL FENCE. SEE PPL4.0 FENCE EXHIBIT AND PPL4.0-5. CAPITAL CALLERY PEAR z ''' 11. 4' HEIGHT PICKLEBALL OPEN VISION FENCE. SEE PPL4.0 FENCE EXHIBIT AND '� ',pj� -�-� •,22 ° -r. PPL4.0-7. EVERGREEN TREES BOTANICAL/COMMON NAME SIZE MATURE HXW CLASS QTY I` _I i N ' aI 2O ',1 I 21 12. PATHWAY. SEE CIVIL PLANS. Z 20 23 I• 3�j PICEA OMORIK BRUNS' 6'-8'B&B 30'X10' EVERGREEN 37 � 9 - 13. NOT USED. 5; PI _ PI _ PI PI w 1 a 10 3 5 1 1 F w — — — — — — � 14. 10' ACHD FACILITY CLEAR ZONE. TREES SHALL NOT BE PLANTED WITHIN THE 10, j� w ~ 22 I CLEAR ZONE OF ALL ACHD STORM DRAIN PIPES, STRUCTURES, OR FACILITIES. 7 — — PI — — —W — I 19 N I 24 51 J PINUS FLEXILIS VANDERWOLF'S PYRAMID 6'-8'B&B 25 X15 EVERGREEN 44 1 I Ia ti�f VANDERWOLF'S PYRAMID PINE BRIDLE HORSE ST I ` 8"S o u 2 L. I 53 s J -� ��`• BLOCK`5� [31 I C I FENCE SCHEDULE GROUND COVERS BOTANICAL/COMMON NAME CONT 00 1 �I L 18 21 25 23 vS eo O O O 50 la W 1 I I o 0 0�� 6' HEIGHT SOLID FENCE. SEE PPL4.0 FENCE EXHIBIT AND TURF SOD RHIZOMATOUS SOD 652,323 SF PI PPL4.0-4. RHIZOMATOUS TALL FESCUE — — 1 9� 12 . ' 17 I 26 �I BLOCK 2 Ia 5' HEIGHT OPEN VISION FENCE. SEE PPL4.0 FENCE EXHIBIT vs O 24 54 I AND PPL4.0-6. 1 O8 O9 10 11 12 13 14 15 Q I 49 OTHER BOTANICAL/COMMON NAME CONT °z � •. I I •s I 8 x x 6'-8' HEIGHT OPEN VISION POOL FENCE. SEE PPL4.0 O 44 16 27 �I i FENCE EXHIBIT AND PPL4.0-5. SHRUBS AND PERENNIALS NONE 248,609 N 1 u I 25 F—F —F 4' HEIGHT PICKLEBALL OPEN VISION FENCE. SEE PPL4.0 J 1 I r I 55 48 I FENCE EXHIBIT AND PPL4.0-7. SHRUBS SIZE MATURE HXW w w w SUNDAY LOOP W W W W I I CARYOPTERIS X CLAN DONENSIS'BLUE MIST' 2GAL. 3'X3' 1 �• 8 43 "S 8"S "S 8" 8's "s "s 2 8"S �: BLUE MIST SHRUB LLJ W I. ` 3 26 viw • 47�" JUNIPERUS HORIZONTALIS'BLUE CHIP' 2 GAL. 1'X6' _ \ BLUE CHIP JUNIPER eo O 56 = « JUNIPERUS SCOPULORUM'BLUE ARROW' 6'-8' B&B 12'X3' 1 w w W -� A/\ I I m 2 W ST _ BLUE ARROW JUNIPER 42 w 8"s 8"s g- PHYSOCARPUS OPULIFOLIUS SUMMER WINE' 2 GAL. 5'X5' Lu SUMMER WINE NINEBARK .y A\ 40 39 38 37 36 35 34 ai 33 32 31 30 29 27 I 57 RHAMNUS FRANGULA'FINE LINE' 2 GAL. 6'X3' W 1 41 TA FINE LINE BUCHTHORN z 1 \— — — — — — — — — I —I = I— ROSA X NOARE 2 GAL. 3'X3' _ _ _ FLOWER CARPET RED GROUNDCOVER ROSE PI PI — pl I PI PI L PI —I — — — 3 I I SPIRAEA X BUMALDA GOLDFLAME' 2 GAL. 3'X3' = 1 �W� •/W< 12 p�. 28 I 58 O O I GOLDFLAME SPIREA ANNUALS/PERENNIALS SIZE MATURE HXW 3LOCK2 C 4 BLOCK 10 J ECHINACEA PURPUREA 1 GAL. 5'X2' C N GRAND LAKES WAY �.'.'.'. I � PI PURPLE CONEFLOWER 59 HEMEROCALLIS X'STELLA DE ORO' 1 GAL. 1'X2' STELLA DE ORO DAYLILY z 1 + �' �• �y I O NEPETA X FAASSENII 'JUNIOR WALKER 1 GAL. 1.5 X 4' z Q _ _ _ -� 3 JUNIOR WALKER CATMINT J PI — PI P — — PI PI PI API PI PI I�P �PI PI vI I RUDBECKIA FULGIDA'GOLDSTRUM' 1 GAL. 2'X2' 0 1 BLOCK 8 J BLOCK 9 60 CONEFLOWER — ~ 8 SALVIA NEMOROSA'MAY NIGHT' 1 GAL. 2'X2' w 2 W oo Ia MAY NIGHT SAGE \ 1 18 17 16 15 14 13 12 11 O O O 4 " O ZAUSCHNERIA GARRETTII ORANGE CARPET' 1 GAL. .5'X2' 4 O � I 61 I HUMMINGBIRD TRUMPET Q Q 1 °0= O W ,` . GRASSES SIZE MATURE HXW m O �•% a If I-A b IA CALAMAGROSTIS X ACUTIFLORA 1 GAL. 4'X2' 1 I 'KARL FOERSTER' Q w _ •'•' 4 FARM TREE LANE W W w - - 62 I FEATHER REED GRASS PERVIRENS BLUE OATS 1 GAL 3 X3 . .� • 5 1 8" - I — HELICTOTRICHON SEM 2 Q ?rvv2 PI�`��. �'. BLUE OAT GRASS U J MISCANTHUS SINENSIS'MORNING LIGHT' 1 GAL. 5'X4' z 1 h. I EULALIA GRASS 63 O PANICUM VIRGATUM HEAVY METAL' 1 GAL. 4'X2' Q Q �`, O BLUE SWITCH GRASS 0 W54� 1 66 65 64 63 62 61 60 59 48 ,� 58 57 56 55 �I. �`• I I LEI 1 12 9 1 I_rA64 4 O I 0 Q I� o z 1 -� I I H BLOCK 6 PI — PI PI — PI � I— — —PI I 1 - - - - - - Q 1 O v w 65 O J Q w 1 40 41 42 43 44 45 46 47 49 50 51 52 53 ��- 12 W 1 10 12 Q 66 I� I o Y 1 w w w ni Q —W DAVEY ST 12 I-u o w DAVEY ST 8„s w o � s I Q 1 I 12 12 10 23 Z I_ 8 15 `° 22 11 I � 1_ — —PI 1-. 24 PI I PI PI PI� I�P PI J p — p� — —pj — — pl — - 1- - 1 CREASON LATERAL a o � ' 8 I PRELIMINARY PLAT LANDSCAPE PLAN Z 0 80 160 240 mor— Plan Scale: 1" = 80' a 3 E N G I N E E R I N G 0 a 5725 NORTH DISCOVERY WAY w BOISE, IDAHO 83713 PHONE(208)639-6939 o kmengllp.com Z a DESIGN BY: KAC z DRAWN BY: KAC CHECKED BY: AY w DATE: 9/9/2021 PROJECT: 21-048 SHEET NO. 0 0 a ••••` P�E 0 F M�a A YES nn/a nn/a MIN M/a M/a *, ►v�SS ,• 10 J l R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R W r c / / R/W R/W R/W R/W R/W R/W R/W ("� L� _• W MCMILLAN RD 1, 16 ,7 — , OP •., L •••••••• P •• OP OP OP 45P • •, D s•` O '�� SC � Im m Q BLOCK 1 BLOCK 2 Lu 50 O07 Og 09 10 11 12 13 14 16 40 42 43 44 45 46 47 48 49 Q O O O 10 11 12 13 14 15 16 17 18 19 5 O O 51 0 � O Q O O 20 Q Lu ( o • � 52 1 O KENNEDY LN 15 41 KENNEDY LN 50 z O SUNDAY LOOP O1 21 17 39 19 22 m 52 02 21 BLOCK 1 O zo Ln O Oi O O O O O 20 23 18 38 , 18 1 ON n e •}•4 - O 19 0 17 O BRIDLE HORSE ST 19 24 22 rnA 51 z 19 37 Q = - 53 O O O 0 z 2 4 18 Q m 16 BLOCK 4 O ,® i. O BLOCK 5 18 21 z5 23 > W BLOCK 1 o BLOCK 3 < - - O O 5o w Q � Q O 17 ZQ 20 36 15 9 3 O 45 BLOCK 2 O O A 17 26 24 54 u� W QUINTALE ST Q 11 Lu BLOCK 8 49 J Q 6D 16 Q 21 35 14 O O 08 09 10 11 12 13 14 15 m U 44 16 27 O O 25 O7 15 22 34 13 O5 O 55 48 2 m 43 SUNDAY LOOP N � o • O 14 23 12 O 9 O 26 vwi 47 O O 33 O O 56 0 z BLOCK 6 O9 13 11 7 42 O O J W VISO ST 24 32 O O 10 O 41 40 39 38 37 36 35 34 33 32 31 30 29 27 57 Lu Lu a O 10 12 10 8 O DOCTOR BRUNN LN O m DOCTOR BRUNN LN sy O O O1 25 O R'w• ��R.W, R R.w- - W R w• =R w R W 28 58 N GRAND LAKES WAY BLOCK 2 BLOCK 10 m 6 O 15 O " � 46 59 -u O 1 O w 3 O 03 14 O 19 BLOCK 8 N BLOCK 9 60 27 30 = a 17 16 15 14 13 12 11 � 1 2 3 4 13 Lu O O O O O O 61 O OBLOCK 7 } 28 29 z1 20 m � 05 12 � c~i� 62 O z I,., FARM TREE LANE O O9 < FARM TREE LANE o O � 22 � 06 11 J Q Q2 C7 Q O 63 O z O O 0 0 0 0 0 0 0 0 0 0 0 0 0 o m 10 O 10 U 5 26 m Q 66 65 64 63 62 61 60 59 48 58 57 56 N m Q 11 8 9 24 27 29 28 27 26 25 24 23 ? BLOCK 6 = L u O O � > X 9 Lu HAYFIELD 23 28 O O O 40 41 42 43 44 45 46 47 49 50 51 52 53 HAYFIELD ST HAYFIELD ST 10 Q Lu O 66 Q LL O � � 13 14 22 21 29 30 39 KIM } U DAVEY ST 12 DAVEY ST Z z Q QQ 16 17 18 19 32 33 34 35 36 37 38 Q Lu 10 Lu O O o \ 15 20 31 BLOCK 6 0 23 Q 15 12 z 22 21 20 19 18 17 16 15 14 13 11 Q �, 14 13 L u Q Z � � cc 24 BLOCKS 11 O G z — — — — — — — — — — C � G L1J J PRELIMINARY PLAT FENCE EXHIBIT 2 w Orf 0 100 200 300 Q Plan Scale: 1" = 100' FENCE SCHEDULE � 6' SOLID FENCE. SEE PPL4.0-4 � 6'-8' POOL FENCE. SEE PPL4.0-5 x 5' OPEN VISION FENCE. SEE PPL4.0-6 4' PICKLEBALL OPEN VISION FENCE. SEE PPL4.0-7 10' 10' PICKLEBALL METAL FENCE POST OST CAP TYP. TOP RAIL ENCE TOP RAIL CENTERED IN CONCRETE VERTICAL CURB _ CONNECTION AS PADDING OST BAND SHOWN - 20' O.C. RAIL EN CONCRETE VERTICAL CURB 1 Z 1 - RAW BAR 3" PICKLEBALL SPORT COURT SURFACE r�� — .� a X BACK OF FINISH GRADE PER PLANS ■� ; I TERMINAL SIDEWALK POST 2 0.D. a FENCE TOP RAILING PADDING i i GALV. PIPE — - REFERENCE PHOTO �y " TRUSS III=III= - N I ■■ - ROD AT ALL I I I—I I l m 41 a l I l—I I F INTERSECTIONS I I II I II I II I I a I II I II I II I II _ ° ° a ° ° a ° a ° ° ° a—III—III- I I I—III— a ° a I ICI I I— _I Z d ° ° I I—III—I —III—III I I I F Q _ TYP. LINE POST _ _ _ } .._ 2" O.D. GALV. a° a =III—III- '-III— ° II III—� - 4m PIPE ° ° m a ° m _ _ '=1 I a I I I=I I IF - I I—III—I ° o _ 7 GA. BOTTO I I I—I I I- I— III- E N G I N E E R I N G _ I I-III—I -III I I-I 5725 NORTH DISCOVERY WAY TENSION WIRE _ _ 2"X2"X9 GA. -III—III—I I —III—III=III=III=III=III=III=III=III=III=III=III=III=III- BOISE, IDAHO 83713 -4 =� I T-1 F FABRIC -I I = I I -I I = _ _ _ __ __ _ _ _ _ - - _ IIII m I - I I PHONE(208)639 6939 I..,I IIII IIIIIII�IIIIII �IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII V g p• 1'y *� ;^� ,' KNUCKLED TOP III- I _ kmen II com , '4 BOTTOM - - -_- y _F I I I I I—6" I 3/4" CRUSHED AGGREGATE BASE DESIGN BY: KAC z -III- DRAWN BY: KAC NOTES: CHECKED BY: AY Z = h ti .� "y 1. ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE BLACK POWDERCOATED. TYPICAL POST EXISTING SUBGRADE COMPACTED 2. FABRIC SHALL BE INSTALLED ON THE OUTSIDE. FOOTING TO 95% DRY DENSITY PER ASTM DATE: 9/9/2021 �¢_� 3. FENCE TOP RAIL PADDING BY AK ATHLETIC EQUIPMENT OR APPROVED EQUAL. COLOR BLACK. D698 PROJECT: 21-048 o https://akathletics.com/products/fence-top-rail-padding-6-feet FENCE REFERENCE a 4. FENCE POSTS TO BE INSTALLED IN 6" RIBBON CURB. PHOTOS SHEET NO. 6-FOOT HEIGHT SOLID FENCE 6-8 FOOT HEIGHT POOL FENCE 5-FOOT HEIGHT OPEN VISION FENCE 4' HEIGHT PICKLEBALL METAL FENCE PPL4.0 4NTS 5NTS NTS — 7 NTS N C JAMESTOWN x CONCEPTUAL, SUBJECTTO CHANGE W.MCMILLAN RD - oo¢ LEMP LATERAL .. . - I --. I � S.UNDAYLOOP _ ' KENNE�LPd KENNfDY LN r LE S HORSE T f�' i` I I �� 11� .` �4-�� . f•.. Ln V) W . Y {{ SUNDAY LOOP - �+ _ z L J ¢ Lu z �77 7 =� K I � O ACTOR BRUNN LN �: �, ip' = E3�OR SRl1NN L6fg ' I w Q — — V j , J ul ... - - - — - - - —— 0 .1 7. _ F— d' _ - - vi N.GRAND LAKES WAY + - — y J - F�REEL�,NE — V _ ), ,I . I� ti 4l k rr - e t r � CREASON LATERAL - - - - ---- - - — w AGE RESTRICTED LOTS SINGLE FAMILY R-8 LOTS OPEN SPACE RestrictedAge Clubhouse & Elevations soonZ, on ■ - T AV rk .. CMS .: •wa«:... ' s i r��yg� ■�■ ra■nn■n ■�.m■wiun�■nnm eu ■■mwm�ulpll un '� � �:7neeonllrurlp:CC:p::111 'i[.1'1 mm , 111 9il a� r V, lxwVol, 44 k - �'iul -ens,.. •. _ "�►'.�..�..: :��; Hr. - 1 k , r. �, 'l.p� - �as•-:e'q,�;taiy. --kl��l �is.-'c�.•'.��r.., ^� �GAF �t ,` tit..� .L. y _- ,iy�rr ;d�.,r,sv.•��,i:.��•� r J . x • Market Rate Elevations 77-71-17 �9- YX- . - 1 . , .> �,; � � ;�. � y'� ` i1 —4 I� � �.` ��, i i .�! _-- - �. �� - ` , � �_ :'� _,�,� 3 �` -ti _ . �f'. � - _- M ��. J � Y" . _. ^xi dYR�M. -lilt- i mw w 1 Y r� r a �!iK MCI-- low d � �M YL � 4s �t •ri W W W W W W W W W W W W W W W W W W W W W W W Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W `1 W W W W W W W W W W W W W W W W W W W W W W W W _ O N � N (V i W W W ( REAR REAR REAR �AR REAR REAR REAR REAR ; N W W p m W cn cn U) cn cn cn cn cn Un Un 0 w cn 0 W cn Co O 2 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p = XJ W W m m m m m m m m m m m m L5' m m m N Q w, BLOCK 1 , 5' 5' —� 5' 5'— 1 U z > Q W 5' 5 5 5 5' Q a 0 W W 7 9 12 13 14 16 = C) Z � W O O O O O zC OF- W W W O I 5' 5' o o N o 5 75�� 5 O O W W 5 o Q N 0 N o 0 W ' GARAGE GARAGE BLOCK 1 w 2 OU W W W N o FRONT 'A", � FRONT �gRgc£ GARAGE N 0 0 Q O W W GARAGE GP \Rp� Co W W a z FRONT F s , (FRONT3ik 0 XI o — W W WP47WW W 6 W I' I' m W W W in 20' o / KENNEDY LN KENNEDY LN \ s COMMON 20 �n COMMON 10' SIDE 10 DRIVE O DRIVE 15 L L SIDE y W W W DRIVEWAY FOR LOT 8 DRIVEWAY FOR LOT — 12 BLOCK 1 TO BE SIDE i— BLOCK 1 TO BE a � SIDE �/� LOCATED ON THE LOCATED ON THE OPPOSITE SIDE OF OPPOSITE SIDE OF ® THE SHARED THE SHARED COMMON COMMON DRIVE 17 12' W W 12' �-- O4 W DRIVE PROPERTY LINE PROPERTY LINE 20' `n ^' N m 10' SIDE J W W 20' j LOT 6 IS A LOT 15 IS A Q w W I�- 10' NON—BUILDABLE NON—BUILDABLE COMMON W W SIDE COMMON LOT WITH A LOT WITH A BLANKET z E N G I N E E R I N G E W BLANKET INGRESS/EGRESS Q 5725 NORTH DISCOVERY WAY W W Q 3713 INGRESS/EGRESS EASEMENT IN FAVOR OF W HOSE,208)63IDAHO -693 EASEMENT IN FAVOR OF J PHONE engll .com 39 a W LOTS 13, 14 AND 16, � kmengllp.com Q LOTS 5, 7 AND 8, BLOCK 1 DRIVEWAY FOR LOT 17 o W W W � BLOCK 1 u BLOCK 1 TO BE LOCATED BUILDING DATE: 9/9/2021 w Q ON THE OPPOSITE SIDE ENVELOPE. PROJECT: 21-048 > OF THE SHARED COMMON TYPICAL. o BUILDING ENVELOPE. DRIVEWAY FOR LOT 4 DRIVE PROPERTY LINE EX2.O :5 TYPICAL. BLOCK 1 TO BE LOCATED o ON THE OPPOSITE SIDE OF THE SHARED COMMONEOFIT^ q DRIVE PROPERTY LINE ��`cCQ' 0 00*00`<1'7 * AY J X � '7. LOTS 4-9, BLOCK 1 LOTS 12-17, BLOCK 1 4 z ir1-165.: a _ 0 40 80 120 g 0 40 80 120 �•.`�t��'•. 9-9-2 •'` G��•� oPlan Scale: 1" =40' Plan Scale: 1" = 40' �'•,� AID;;;Q; N 2 9 eJ *8 9W W W W N N N N "C-4 Z � i REAR � REAR REAR �AR BAR REAR \ [REAR REAR �� ON N cn cn cn cn (n cn cn cn cn cn cn cn cn cn cn FqQ W m p = O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D = X p m m m m m m 0 5' 5' 5' 5'l m m l L m m m m m S'-� W = p Lu Q 5'-� 5'-� 5'-75' U Q � � 40 42 47 48 49 51 W Q p 43 44 W = p 5' 5' 5' 5' Z M 5'—�I 5'—�I z O N BLOCK 1 0 BLOCK 1 W Lu ~ 5' NO p N o N O GARAGE GARAGE W O 0 J r-I 0 0 GqC14 ,4 o 0 04 00 w UU Y FRONT " a FRON GA T I F�GF W U RAGE GP " " �R GARAGE m Q O LLI N o lFRONT ,s \ FRONT_ o x41 W m m W `n 10' COMMON / KENNEDY LN KENNEDY LN \ 20 COMMON --10' a 41 ,n W SIDE DRIVE (S' ° DRIVE 50 L I SIDE W DRIVEWAY FOR LOT 44 BLOCK 1 TO BE DRIVEWAY FOR LOT 47 W SIDE �Z G� SIDE LOCATED ON THE BLOCK 1 TO BE LOCATED 12' �— OPPOSITE SIDE OF ON THE OPPOSITE SIDE Z y W ° S THE SHARED COMMON OF THE SHARED COMMON '` `n 1 DRIVE PROPERTY LINE DRIVE PROPERTY LINE I I 112' W o' Lo 20' s 52 W Q LOT 41 IS A SIDE 10 1 W NON-BUILDABLE COMMON LOT 50 IS A W W LOT WITH A BLANKET NON—BUILDABLE COMMON oe w INGRESS/EGRESS LOT WITH A BLANKET 20' Z °W EASEMENT IN FAVOR OF INGRESS/EGRESS EASEMENT 10' W E N G I N E E R I N G lam LOTS 40, 42 AND 43, IN FAVOR OF LOTS 48, 49 W SIDE / W 5725 NORTH DISCOVERY WAY } W N BLOCK 1 AND 51, BLOCK 1 �R W PHOINE(08)6 9-6939 Q I Lu LL J W W W W W W W W W W kmengllp.com J DRIVEWAY FOR LOT 52 cn 3 W o DRIVEWAY FOR LOT 39 � DATE: 9/9/2021 BLOCK 1 TO BE LOCATED BLOCK 1 TO BE LOCATED O PROJECT: 21-048 Q ON THE OPPOSITE SIDE OF > cn ON THE OPPOSITE SIDE BUILDING ENVELOPE. THE SHARED COMMON Z TYPICAL. OF THE SHARED COMMON DRIVE PROPERTY LINE 0 BUILDING ENVELOPE. EX3.0 Co DRIVE PROPERTY LINE TYPICAL. o ��••� E OF II) ��•. %,,,, c�` SSA YES m � LOTS 39-44, BLOCK 1 LOTS 47-52, BLOCK 1 ? 4A `W - • • . z Ito" a` � 0 40 80 120 0 40 80 120 • • 9-9-21 Plan Scale: 1 —40 Plan Scale: 1 —40 SCAP�•4,, N 2 DRIVEWAY FOR LOT 25 LOT 29 IS A NON—BUILDABLE BLOCK 2 TO BE LOCATED COMMON LOT WITH A BLANKET ON THE OPPOSITE SIDE OF INGRESS/EGRESS EASEMENT THE SHARED COMMON IN FAVOR OF LOTS 26, 27 a DRIVE PROPERTY LINE Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W AND 28, BLOCK 2 O O J Y Y Y •Y •Y •Y •Y W Y Y Y •Y •Y •Y Y Y W W W W W } Y y W W W SIDE Q o Y 5 N DRIVEWAY FOR LOT 30 N s 20' SIDE � Z O REA� BLOCK 2 TO BE LOCATED o ON THE OPPOSITE SIDE OF 10' O_ �1 d m THE SHARED COMMON I N N cv Y A W W O BLOCK 2 0 0 � DRIVE PROPERTY LINE 25 12' > m H ° W 12 GARAGE m m /� m O = O y WLO — 5 5 Lo/� N < w � W FRONT Oj SIDE �u Z L SIDE U > Q Z f W s s I SIDE a O M s SIDE 6 0o SUNDAY LOOP 20' z Z Ln 20' O 10' w O -� J 12' � O �n 10 0 AGE ° O 26 12' 00 N LLJ Y of �n a z O FRONT a o FROM w OU U W SIDE c� < 1 GPRPG� L ° m p m 0 r� SIDE J m z 0 0 z " W SIDE 10. ,) SUNDAY LOOP SIDE y Ln 70. ° 20' y W O � 30 5 I -10 12' 5 —� u') LO Q s ° DRIVEWAY FOR LOT 7 27 12' ° r BLOCK 2 TO BE T' D Y SIDE c� ' cn BLOCK 2 cn o' s LOCATED ON THE o 0 o D m a N OPPOSITE SIDE OF mm 29 � m SIDE Y I< z THE SHARED COMMON p DRIVE PROPERTY LINE BUILDING ENVELOPE. LOT 6 IS AREAR SIDE NON—BUILDABLE COMMON 20' 1 TYPICAL. O LOT WITH A BLANKET N 10' 'n o DRIVEWAY FOR LOT 3 0 INGRESS/EGRESS EASEMENT BLOCK 2 TO BE LOCATED IN FAVOR OF LOTS 4 AND W W W W W W m 0 O ON THE OPPOSITE SIDE 5, BLOCK 2 • W W W W W 4 0 > 28 w OF THE SHARED COMMON y W W > 12' Z DRIVE PROPERTY LINE M>a W m E N G I N E E R I N G \ 5725 NORTH DISCOVERY WAY M� Lo y�W W W \ BOISE,IDAHO 83713 J W W W W W \ PHONE(208)639-6939 ¢ �1j� w w v \ S��F kmengllp.com 3 N GRAND LAKES WAY W W W W W \ DATE: 9/9/2021 „X, •ham PROJECT: 21-048 41 41 y L W L Y Y Y `b Y •Y •Y •Y •Y W W E X4.0 y BUILDING ENVELOPE. W J' W W W W w w o TYPICAL. ��••� E OF ID �••. %,,,, c�` SSA YES o, LOTS 3-7, BLOCK 2 LOTS 25-30, BLOCK 2 4 w Z 0 40 80 120 0 40 80 120 �•.`�t��'•. 9-9-2�.•'` G�.•� a ••....• .• Plan Scale: 1" =40' Plan Scale: 1" = 40' AID SCAV� • N 2 BUILDING ENVELOPE. DRIVEWAY FOR LOT 23 BLOCK BUILDING ENVELOPE. TYPICAL. 6 TO BE LOCATED ON THE TYPICAL. DRIVEWAY FOR LOT 12 BLOCK OPPOSITE SIDE OF THE SHARED 6 TO BE LOCATED ON THE COMMON DRIVE PROPERTY LINE Q OPPOSITE SIDE OF THE SHARED COMMON DRIVE PROPERTY LINE Q J LOT 14 IS A NON-BUILDABLE Q COMMON LOT WITH A LOT 22 IS A NON-BUILDABLE 2 BLANKET INGRESS/EGRESS COMMON LOT WITH A Q z N EASEMENT IN FAVOR OF LOTS BLANKET INGRESS/EGRESS Q W 13 AND 15, BLOCK 6 EASEMENT IN FAVOR OF LOTS z N .� 20 AND 21, BLOCK 6 Q 2 _ m W DRIVEWAY FOR LOT 16 DRIVEWAY FOR LOT 19 � Co — O W SIDE 20' ;I s BLOCK 6 TO BE LOCATED BLOCK 6 TO BE LOCATED 02 X ON THE OPPOSITE SIDE ON THE OPPOSITE SIDE Q SIDE N a w `o 10 1 OF THE SHARED COMMON OF THE SHARED COMMON v 20 D = Lu Q W 12' 12 DRIVE PROPERTY LINE DRIVE PROPERTY LINE f 10' `� z 12 Z 23 a a o W � ��\ C C W w �� O ® A /� in Z = Q cn W '1 SIDE_— HAYFIELD ST HAYFIELD ST /">� SIDE O0 Lu ~p W o � SIDE �� Q a w O 20' SIDE m U U W a1 m W 'n m O ;n a m W 20' z FRONT FRONT 0 12' W 12' �— 13 10' — i, — �o GARAGE < f. 21 w O O m Q c� Of 14 `"- 04 z o v X W SIDE m m 22 m + SIDE ti W 16 19 SIDE m SIDE oFRONT 5'I (n (n FRONT I > W BLOCK 6 GARAGE GARAGE BLOCK 6 W 12' �— 15 0 oN 5 00 20 12 W O o �— 5 O m W a 5 REAR ; ENGINEERING — 5 Of , n } W SIDE REAR (n 5725 NORTH DISCOVERY WAY �, SIDE BOISE,IDAHO83713 J ''' PHONE(208)639-6939 kmengllp.com W W W W W WY DATE: 9/9/202103o PROJECT: 21-048 z EX5.0 0 ��••� E OF ID ��•. SSA YES o' m � LOTS 12-16, BLOCK 6 LOTS 19-23, BLOCK 6 " ` z i r11657 a g 0 40 80 120 0 40 80 120 t S • - • ((�• Plan Scale: 1" =40' Plan Scale: 1" = 40' •.,�;,,�;;;Q;P��• N 2 BUILDING ENVELOPE. DRIVEWAY FOR LOT 28 BLOCK BUILDING ENVELOPE. TYPICAL. 6 TO BE LOCATED ON THE TYPICAL. OPPOSITE SIDE OF THE SHARED COMMON DRIVE PROPERTY LINE N Lu N LOT 30 IS A NON-BUILDABLE 00 p COMMON LOT WITH A N BLANKET INGRESS/EGRESS z N 0 EASEMENT IN FAVOR OF LOTS O O m 29 AND 31, BLOCK 6 N N > H 00 Co DRIVEWAY FOR LOT 32 Co O = U SIDE 20' ® BLOCK 6 TO BE LOCATED + + W = X Q 10' I I W ON THE OPPOSITE SIDE W N w J Lu Co `n OF THE SHARED COMMON 17� �— SIDE 5'� U >_ o 12' 2$ DRIVE PROPERTY LINE REAR z z z BLOCK 8 Q Q p Q p� c9�d\ cV �_ z C) z M SIDE �� ® HAYFIELD ST i 19 0 o m w 00 � 12, O c1J � � 5, � O � N SIDE � 20' 30 �, �, a �, �— `" � GARAGE � 5'—� w O � 10'—� Y FRONT 18 2 J SIDE O Q (.0 r) FR ON T � 12' �— 29 p ` y y o o U 70 GARAGE SIDE 10' O Li z G y 20> p GARAGE m I � a SIDE J m z N o y `-12' 21 m O CFRONT W z Lo SIDE 32 �P�'�`/�� J 20 1+a o FRONT W SIDEL�T__ C�/ F�� BLOCK 6 GARAGE FARM TREE L NE 0 SIDE 12' �— 31 �5 5'—� in Q� ��O BLOCKA8 TFORO BEOLOC18 ATED ON THE OPPOSITE SIDE m m m —12' 22 OF THE SHARED COMMON lam E (If `n s DRIVE PROPERTY LINE SIDE 5'— W Q 'n 20' 5726 NORTH DISCOVERY WAY hi SIDE d 1 W LOT 20 IS A NON-BUILDABLE BOISE,IDAH083713 J ,i, 1 0' PHONE(208)639-6939 W W W .� .� .� .� COMMON LOT WITH A kmengllp.com L W IV 3 —*j3 ' y 03 �3 93 W m J W WJ3 y y W W W W, BLANKET INGRESS/EGRESS 03 `J3 DATE: 9/9/2021 o EASEMENT IN FAVOR OF LOTS w 19 AND 21, BLOCK 8 PROJECT: 21-048 EG��EGv—�,FG�,EG-EG EG EG EG ; E X 6. s"cl as"ci as'ci as"cl �"ci 4&cl �4�'cl DRIVEWAY FOR LOT 22 p W Y •Y �Y �Y �Y W W Y ,YY W W Q W W W W W W W W W W W W W W W W W W W W W BLOCK 8 TO BE LOCATED * *_ 0 N H I I THE SHARED z Ln COMMON 0 EDS DRIVE PROPERTY LINE � ••• i►k�•,� ,O N SSA Y � • • '7 X LOTS 28-32, BLOCK 6 LOTS 18-22, BLOCK 8 " ` w a Sri-165 0 40 80 120 0 40 80 120 0 s . •. t�••.9-9-21 .•' Plan Scale: 1 401 Plan Scale: 1 40 sc sell Q;P�•• N 2 BUILDING ENVELOPE. TYPICAL. ch DRIVEWAY FOR LOT 9 BLOCK 10 TO BE LOCATED ON THE z cn OPPOSITE SIDE OF THE SHARED O_ 0 LOT 12 IS A NON-BUILDABLE COMMON DRIVE PROPERTY LINE BUILDING ENVELOPE. N N J COMMON LOT WITH A Q TYPICAL. O� 00 BLANKET INGRESS/EGRESS LOT 12 IS A NON-BUILDABLE Co 0 = U EASEMENT IN FAVOR OF LOTS COMMON LOT WITH A N _ D Q w 0 11 AND 13, BLOCK 9 Q BLANKET INGRESS/EGRESS Ln 20' SIDE � N W m Y EASEMENT IN FAVOR OF LOTS CC — DRIVEWAY FOR LOT 14 "' 10 AND 11, BLOCK 10 O f 10' z Z z BLOCK 9 TO BE LOCATED _ W Q a O Q ON THE OPPOSITE SIDE OF ° W w I I O 12,Lu z � THE SHARED COMMON DRIVEWAY FOR LOT 13 = Z 0 DRIVE PROPERTY LINE =� s BLOCK 10 TO BE LOCATED � Lu rl ° ° ° ON THE OPPOSITE SIDE s /,� /�� 0 2 OF THE SHARED COMMON o� �� c~n 0 Ln � COMMON 12 20' SIDE W ` DRIVE PROPERTY LINE �„� '� SIDE U OJ s DRIVE `-10' Q rn J -�- DAVEY ST o W DAVEY ST SIDE m O L m NC m ° 20' 10' FRONT /�PG� 0 0 12' W y 0 10 i J GP N BLOCK 9 FRONT G RAGE Im D o o GARAGE G RZ DLo o m 0 m 5' 5'-� 12 ° 14 � N 13 I I W 5' 0 5' 0 Cl) 5L ' T L/) 5' 5' W 5 13 FRONT SIDE E 0 0 0 0 0 0 GARAGE BLOCK 10 m m r*I m m m W w 00 Z W o o (n N- 11 F12' ENGINEERING 5725 NORTH DISCOVERY WAY } EAR REAR REAR 0 HOISE,208)6 9-693 mIDAHO J PHONE(208)639-6939 a N W REAR 5' in kmengllp.com o = a n a N SIDE DATE: 9/9/2021 w PROJECT: 21-048 z EXTO O ••••• E OF I o ,'•. LOTS 11-14 BLOCK 9 LOTS 9-13 BLOCK 10 = ,''sSAYE '• * ��v� : * : 0 40 80 120 0 40 80 120 7 ' Nor— Plan Scale: 1" =40' Plan Scale: 1" = 40' ' ; W z /. : Sri-165 SC • ••....• N 2