City Council — Argyle

Ridge private subdivision, located on the west side of FM 1830, being Lots 1-25, 26X & 27X Block 1, being 72.126 acres situated in the T&P RR Co survey abstract no. 1293, Town of Argyle Denton County, Texas.

26-004) to Article 8.02, Nuisances, of the Town of Argyle Code of Ordinances regarding amendments to Section 8.02.003 Noise and other related provisions in the Code of Ordinances.

amendment to Specific Use Permit Ordinance 2024-12 (SUP-26-002) for a Carwash (Self- Service) use located at 901 FM 407 W, Town of Argyle, Denton County, Texas.

Use Permit (SUP-26-003) for a Development, Large Scale Use for a new building on the Well Community Church property, located at 600 FM 407 W, Town of Argyle, Denton County, Texas.

Base Land Use and Projections Overview of Traffic Analysis Area Demographic Projections Town Limits Nearby Developments (~3-mile buffer from ETJ) Town Limits Nearby Developments (~3-mile buffer from ETJ) Note: Quantities are draft and subject to change. Note: Quantities are draft and subject to change. Population Projections (2026 to 2036) Population Projections (2036 to 2050) Employment Projections (2026 to 2036) Employment Projections (2036 to 2050) Wastewater System Service Units • Chapter 395 “Service unit” definition • Standardized measure of consumption attributable to an individual unit of development calculated in accordance with generally accepted engineering or planning standards and based on historical data and trends applicable to the political subdivision in which the individual unit of development is located during the previous 10 years • Wastewater utilizes 5/8”x3/4” meter – Single Family Home Wastewater System Updates Wastewater System Updates – Town ETJ • Service Areas • Trinity River Authority (TRA) • 10-YR Draft Capital Improvement Plan • TRA – ~$25,465,000 • Denton – ~$120,000 • Historical Flow Data • Denton 2025 – 0.227 MGD (Contracted: 0.512 MGD) ~45% Utilized • TRA 2025 – 0.915 MGD (Unknown Contracted Amount) • Discussions with TRA ongoing • 2026-2036 Population Increase • Denton = 337 • TRA = 2,014 • Draft Report In-Progress TxDOT Roadway • Widen from 2 to 4 lanes with sidewalks • Limits: south of FM 1171 to north of Crawford Rd • Letting: May 2026 with ~36-Mo Construction Timeline US 377 at FM 407 US 377 at Old Justin/Rusk US 377 at Harpole US 377 at Crawford / Country Club 27 FM 407 Breakout Project • Widen from 2 to 6 lanes with sidewalks • Limits: Cleveland Gibbs Rd to Gateway Dr • Letting: March 2027 with ~19-Mo Construction Timeline FM 407 at IH-35W FM 407 at Harvest Way FM 407 at Gateway Dr • Reconstruct main lanes, add frontage roads and full interchanges • Limits: south of FM 407 to FM 2449 • Letting: September 2028 with ~48-Mo Construction Timeline IH-35W at Crawford/Robson Ranch IH-35W at FM 407 IH-35W at Old Justin • Widen to 2 to 4-6 lanes with sidewalks • Limits: Bill Cook Rd to FM 1830 • Letting: TBD, construction funding unidentified FM 407 at Stonecrest Rd FM 407 from US 377 to Myrtle Dr FM 407 at FM 1830 Travel Demand Model and Traffic Volumes Current Traffic Volumes & TDM Travel Demand Model Master Thoroughfare Plan and Traffic Master Thoroughfare Plan • Adopted March 2026 Traffic Calming - Old Justin Rd Intersection improvements at C Taylor 3-way stop with right turn yield from WB Old Justin to NB C Taylor Raised medians/striped medians separating traffic. Mountable curb in places for larger vehicle over-tracking Tree planting in middle of existing East-West thru traffic as a visual reminder of the change and to slow down No Thru Trucks – on approaches to intersection of Old Justin / C Taylor Additional Speed Warnings Trailblazer signs – Directing traffic to northbound US 377 to take Crawford Chevrons around S-curves Old Justin & Herriott Lane – New 4-way stop intersection Re-stripe Old Justin, with white outside stripes, double yellow inside stripe Use of Raised Profile Markings/Centerline Rumble strips to give audio cue that vehicles are veering out of line Raised Median with trees at top of crest hill near water tower Provides traffic calming by splitting traffic with tree in the center Speed Data – eastbound Old Justin east of Redbud Geofencing Data – Fall 2025 Less than 5% of the traffic on Old Justin Road is traffic from C Taylor Road About 45% of the traffic on Old Justin Road is cut-through traffic that is coming from Old Justin Road west of I-35 and going to US 377 The major movement is going north on US 377 (roughly 75- 85% of the cut-through traffic is making this movement) Radar Speed Feedback Sign Data Old Justin / C Taylor Intersection Improvements Old Justin – Existing Striping • Faded Yellow Centerline Old Justin – Proposed Striping • Double Yellow Centerline • Single White Outside • Raised Profile Markings • Audio cue to maintain lane • Rumblestrips • Along crest curves and S-curves Old Justin - Raised Median with Tree • Widen Pavement near top of crest curve, near AWSC Tower • Install Raised Medians with trees • Rumblestrips on approach Existing delineators around S-Curve Westbound Old Justin Eastbound Old Justin Proposed delineators around S-Curve Westbound Old Justin Eastbound Old Justin Herriott Lane Stop sign • Proposed 4-way stop at Old Justin & Herriott Lane • Stop sign ahead signs on both approaches Radar Speed Feedback Sign Old Justin at Aberdeen Blvd • Extend median nose • Restripe for dedicated turning lanes onto Old Justin • Additional pedestrian Schedule for Roadway Impact Fee Roadway Impact Fee Components • Land Use Assumptions • Service Unit Calculations • Capital Improvements Plan Land Use Assumptions • Summary of 10-Year Growth Projections (Town Limits) • 2026-2036 Residential Non-Residential Dwelling Units Service Units • Chapter 395 “Service unit” definition • Standardized measure of consumption attributable to an individual unit of development calculated in accordance with generally accepted engineering or planning standards and based on historical data and trends applicable to the political subdivision in which the individual unit of development is located during the previous 10 years • Roadway utilizes vehicle-miles - One vehicle to travel one mile Vehicle-Miles 4.76 Vehicles (PM Peak) (ITE Trip Generation) Reduction for Pass-by Trips 30% (ITE Trip Generation 3.26 Vehicles (PM Peak) X Trip Length 3.2 Miles one way, per NHTS Vehicle-Miles 7.30 Vehicle-Miles 0.93 Vehicles (PM Peak) (ITE Trip Generation) X Trip Length 4.66 Miles one way, per National Household Travel Survey (NHTS) Vehicle-Miles 4.33 Vehicle-Miles Capital Improvements Plan (CIP) - Overview • Infrastructure needed to serve 10-year growth (from Land Use Assumptions) • 10-Year Impact Fee CIP vs 5-year CIP • Based on an adopted plan • Roadway – Master Thoroughfare Plan (adopted March 2026) Roadway Impact Fee CIP Maximum Fee Calculation Maximum Impact Fee Per Unit = Cost of the Impact CIP Needed to Serve Growth ($) New Service Units Maximum Impact Fee Per Unit = $52,632,557 14,892 veh-mi = $3,534 per veh-mi* *DRAFT Pre-Credit Calculation Roadway CIP, Growth, and Maximum Fee Recoverable 10-Year Growth (Vehicle-Miles)