City Council — Argyle

BENCHMARKS: TBM - BOX CUT ON THE CENTER OF A CONCRETE HEADWALL OVER GRAHAM BRANCH ON THE SOUTH SIDE OF FM 304 APPROXIMATELY

RETAINING WALL EASEMENT: DRAINABLE 1.5" STUCCO SYSTEM - MEDIUM SAND TEXTURE WITH SHERWIN WILLIAMS "INKWELL" SW #6992 STUCCO REVEALS METAL COPING TO MATCH STONE ALUMINUM COMPOSITE MATERIAL (ACM) - ALUCOBOND (FINISH: "CUPRAL" - SPECTRA COLLECTION) CULTURED VENEER STONE (ST-1) CENTURION "FOUNDATION PLAIN" (COLOR: CREAM) DRAINABLE 1.5" STUCCO SYSTEM - MEDIUM SAND TEXTURE WITH SHERWIN WILLIAMS "INKWELL" SW #6992 GLAZING SYSTEM (GL-1) SOLARBAN

L E G E N D The John R. McAdams Company, Inc. www.mcadamsco.com

SITE DATA TABLE UNDEVELOPED/VACANT BAOMltmlN/PICKLE BALL COURTS

of the property along US 377 and elimination of the 50-foot landscape buffer.

Town Development Standards, conforming to the site plan approved by Town Council.

SPECIFICATIONS THE PROPOSED LOCATIONS OF ALL ABOVE- GROUND EQUIPMENT INCLUDING BACKFLOW PREVENTERS, CONTROLLERS AND WEATHER SENSORS SHALL BE STAKED BY THE L.I.C. FOR APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE BEFORE THESE ITEMS ARE INSTALLED. BACKFLOW PREVENTERS SHALL BE INSTALLED AND LOCATED PER LOCAL CODE WITH A BALL VALVE ON THE UPSIDE OF THE BACKFLOW PREVENTER. BELOW GROUND D.C.A.S SHALL BE INSTALLED WITH A W.Y.E. FILTER ON THE UPSIDE OF THE BACKFLOW AND DOWNSTREAM OF THE BALL VALVE AND SHALL BE BOXED AND LOCATED PER LOCAL CODE. MINIMUM DISTANCE BETWEEN MAIN LINE AND LATERAL LINE FITTINGS TO BE 18". LATERAL PIPE SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12". MAINLINE PIPE AND WIRES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 18". LATERAL PIPE TO TREE BUBBLER AND EMITTER HEADS IS OMITTED FOR GRAPHIC CLARITY. CONNECT TREE BUBBLER HEADS TO VALVES WITH SAME SIZE LATERAL PIPE AS INDICATED ON PLANS, WITH A MAXIMUM VELOCITY OF FIVE FEET PER SECOND. CONNECT EMITTER HEADS TO NEAREST DRIP ZONE IF NOT OTHERWISE INDICATED. ALL PVC PIPE AND FITTINGS TO BE INSTALLED USING COLORED PRIMER PRIOR TO APPLYING PVC CEMENT. (SEE UNIFORM PLUMBING CODE SECTION 316 OR THE INTERNATIONAL PLUMBING CODE SECTION 605). L.I.C. SHALL COORDINATE IRRIGATION INSTALLATION WITH PLANTING PLAN AND SITE CONDITIONS. L.I.C. SHALL MAKE MINOR ADJUSTMENTS TO ENSURE PROPER COVERAGE AND MINIMAL OVER SPRAY WITH NO ADDITIONAL COST TO OWNER. L.I.C. SHALL SELECT AND ADJUST ALL POP UP AND ROTARY SPRAY NOZZLES TO DIRECT FLOW AWAY FROM ALL HARDSCAPE AND IMPERVIOUS MATERIAL. L.I.C. TO INSTALL ALL POP UP AND ROTARY SPRAY HEADS A MINIMUM OF 4" AWAY FROM ALL HARDSCAPE OR AS REQUIRED BY LOCAL CODE.

ALL ROTARY HEADS AND QUICK COUPLERS SHALL BE INSTALLED USING PREASSEMBLED, RIGID SCHEDULE 80 PVC SWING JOINT ASSEMBLIES UNLESS OTHERWISE NOTED. ALL SPRAY HEADS SHALL BE INSTALLED WITH A MINIMUM OF 12" LENGTH OF 1/2" FLEX PVC. THE PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH WELD-ON #795 SOLVENT AND #P-70 PRIMER.

SPECIFIED IN IRRIGATION LEGEND WALL MOUNT CONTROLLER CONTROLLER PER PLAN IRRIGATION CONTROL WIRE IN CONDUIT SIZE AND TYPE PER LOCAL ELECTRICAL SUPPLY CONDUIT CONNECT TO POWER SOURCE, J-BOX INSIDE CONTROLLER ADJACENT SURFACE TO MOUNT CONTROLLER MOUNT CONTROLLER LCD SCREEN AT EYE LEVEL, CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 VAC POWER SOURCE RAIN AND FREEZE SENSOR SOLAR SYNC WIRELESS SENSOR SOLAR SYNC COMPATIBLE CONTROLLER POST OR SUITABLE MOUNTING SURFACE SOLAR SYNC WIRELESS RECEIVER FINISHED GRADE DRIP TRENCHING BACKFILLED TRENCH (FREE OF DEBRIS 1" MIN) SUBSURFACE DRIPLINE FINISH GRADE RECOMMENDED MINIMUM FILTRATION: 120 MESH PRESSURE AT FLUSH VALVE SHALL BE MIN 21.8 PSI HIGH CHECK VALVE (MAX 8.5' OF WATER (ELEVATION REFER TO MAXIMUM LENGTH OF A SINGLE LATERAL CHART DEPTH IN SHRUB BEDS DEPTH IN TURF AREAS DRIP CENTER FEED LAYOUT REMOTE CONTROL VALVE WITH DISC FILTER AND PRV AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE SEE SPECIFICATIONS FOR ROW PVC OR POLY EXHAUST HEADER PVC OR POLY SUPPLY HEADER MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY (TYP) DRIPLINE START CONNECTION PVC OR POLY EXHAUST HEADER RECOMMENDED MINIMUM FILTRATION: 120 MESH PRESSURE AT FLUSH VALVE SHALL BE MIN 21.8 PSI HIGH CHECK VALVE (MAX 8.5' OF WATER (ELEVATION CHANGE)) REFER TO MAXIMUM LENGTH OF A SINGLE LATERAL CHART DRIP ISLAND LAYOUT RECOMMENDED MINIMUM FILTRATION: 120 MESH PRESSURE AT FLUSH VALVE SHALL BE MIN 21.8 PSI HIGH CHECK VALVE (MAX 8.5' OF WATER (ELEVATION CHANGE)) REFER TO MAXIMUM LENGTH OF A SINGLE LATERAL CHART MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY Techline® START AREA PERIMETER Techline® HCVXR DRIPLINE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC OR POLY SUPPLY Techline® TEE EXHAUST HEADER PVC OR LATERALS 2" TO 4" SEE SPECIFICATIONS FOR ROW SPACING DRIP END FEED LAYOUT REMOTE CONTROL VALVE WITH DISC FILTER AND PRV DRIPLINE START CONNECTION AREA PERIMETER SEE SPECIFICATIONS FOR ROW SPACING PERIMETER LATERALS 2" TO 4" FROM EDGE MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY PVC OR POLY EXHAUST HEADER PVC OR POLY SUPPLY HEADER RECOMMENDED MINIMUM FILTRATION: 120 MESH PRESSURE AT FLUSH VALVE SHALL BE MIN 21.8 PSI HIGH CHECK VALVE (MAX 8.5' OF WATER (ELEVATION CHANGE)) REFER TO MAXIMUM LENGTH OF A SINGLE LATERAL CHART DRIP OPERATION INDICATOR DRIP OPERATION INDICATOR, NOZZLE AND CAP PER PLAN FINISHED GRADE ADJACENT MULCH LATERAL PIPE PER PLAN LATERAL FITTING PER PREASSEMBLED SWING JOINT (PER PLAN) POP UP SPRAY SPRAY HEAD BODY (PER PLAN) FINISHED GRADE LATERAL PIPE PER PLAN LATERAL FITTING PER PLAN SWING ARM WITH 1/2" PVC FLEX TUBING AND SPIRAL BARB ELBOWS POP UP ROTOR ROTOR (PER PLAN) FINISHED GRADE LATERAL PIPE PER PLAN LATERAL FITTING PER PLAN PREMANUFACTURED SWING ARM (PER PLAN) DRIP ISLAND LAYOUT REMOTE CONTROL VALVE WITH DISC FILTER AND PRV ISLAND PERIMETER MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY PVC OR POLY EXHAUST HEADER DRIPLINE START CONNECTION SEE SPECIFICATIONS FOR ROW SPACING PERIMETER LATERALS 2" TO 4" FROM EDGE PVC OR POLY SUPPLY HEADER RECOMMENDED MINIMUM FILTRATION: 120 MESH PRESSURE AT FLUSH VALVE SHALL BE MIN 21.8 PSI HIGH CHECK VALVE (MAX 8.5' OF WATER (ELEVATION CHANGE)) REFER TO MAXIMUM LENGTH OF A SINGLE LATERAL CHART DRIP CONTROL ZONE KIT FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER 30-INCH LINEAR LENGTH OF WIRE, WATERPROOF CONNECTION 1-INCH BALL VALVE REMOTE CONTROL VALVE PRESSURE REGULATING QUICK CHECK BASKET FILTER PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE PVC SCH 80 NIPPLE (LENGTH AS PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 PVC SCH 40 TEE OR ELL MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE, CLOSE REMOTE CONTROL VALVE 30-INCH LINEAR LENGTH OF WIRE, WATERPROOF CONNECTION SERIES REMOTE CONTROL VALVE VALVE BOX WITH COVER FINISH GRADE/TOP OF MULCH PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS BRICK (1 OF 4) PVC MAINLINE PIPE SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL DRIP MANUAL FLUSH VALVE FINISH GRADE (SEE SPECS) LINE FLUSHING VALVE TLSOV BRICK SUPPORTS 3/4" GRAVEL SUMP (1 CUBIC FOOT) FLOW SENSOR

shall take effect immediately and after its publication ordinance, as PASSED AND APPROVED BY THE TOWN COUNCIL OF THE TOWN OF ARGYLE, ON THIS THE 16th DAY OF JUNE 2025. Schmidt, Mayor gItAat-411C.e / Erika McComis, Town Secretary

Town Council Meeting Minutes September 15, 2025 Council asked for more details on items 6 and 7 related to the PID. Mr. Sims and Mitch Mosesman, our PID Administrator, gave an overview of the annual assessment's

LVCZS8010075-LF / LVCZ10075-HFHP / HUNTER PGP POP UP 6" ROTOR WITH PART CIRCLE NOZZLES. #1.5 / #2.5 / #4.0 NOZZLES HUNTER PGP POP UP 6" ROTOR WITH FULL CIRCLE NOZZLES. #3.0 / #5.0 / #8.0 NOZZLES FLOW IN G.P.M. APPROX. LINEAR FOOTAGE OF DRIP TUBE CONTROLLER STATION CST FLOW SENSOR FSI-T10-001 IRRIGATION NOTES PROJECT NO. C:\Users\tandc\Dropbox (Personal)\Chatam Designs\_Project Files\McAdams\Argyle Sports Academy\DWGs\1 - Submittal\2025-09-04 Argyle Sports Academy IRR - SPEC24175.dwg, 9/8/2025 10:42:21 AM, Chris and Tami Diggs The John R. McAdams Company, Inc. www.mcadamsco.com

AND SET FLUSH GRADE, INSTALLED AT THE FARTHEST DISTANCE FROM THE DRIP VALVE ASSEMBLY. INSTALL THE MAINTENANCE 'FLAG' ADJACENT TO EDGING OR IN LOW PLANTINGS FOR EASE OF VIEWING. TEMPORARY SUPPLEMENTAL OVERHEAD WATERING MAY BE REQUIRED FOR INITIAL ESTABLISHMENT OF PLANTING AREAS IRRIGATED WITH SUB-SURFACE DRIPLINE. INSTALLATION NOTES IRRIGATION DETAILS PROJECT NO. C:\Users\tandc\Dropbox (Personal)\Chatam Designs\_Project Files\McAdams\Argyle Sports Academy\DWGs\1 - Submittal\2025-09-04 Argyle Sports Academy IRR - SPEC24175.dwg, 9/8/2025 10:43:14 AM, Chris and Tami Diggs The John R. McAdams Company, Inc. www.mcadamsco.com

PROPOSED TRENCH ROUTES NEAR EXISTING TREES FOR APPROVAL BY THE LANDSCAPE ARCHITECT BEFORE DIGGING BEGINS. GENERAL CONTRACTOR TO PROVIDE ELECTRICAL POWER WITHIN FIVE FEET OF CONTROLLER LOCATION. L.I.C. TO PROVIDE FINAL HARD WIRING TO CONTROLLER.

Dallas, Texas 75254 jwills1955@gmail.com

Height, max

they will meet this standard and no variance is requested, except that the location of the landscaping be elsewhere on the site.

% OF THE TOTAL NUMBER OF HEADS WHEN NEEDED, WITH NO ADDITIONAL COST TO THE OWNER. WHEN DRIP IS SPECIFIED FOR SHRUBS AND GROUNDCOVER, DRIP TUBE SHALL INCLUDE PRE-INSTALLED DRIP EMITTERS AS SPECIFIED AT 12" INTERVALS INSTALLED IN CENTER FED GRIDS WITH 18" ROW SPACING (SEE LEGEND FOR SPECIFICATIONS). WHEN DRIP IS SPECIFIED FOR TURF AREAS, DRIP TUBE SHALL INCLUDE PRE-INSTALLED DRIP EMITTERS AS SPECIFIED AT 12" INTERVALS INSTALLED IN CENTER FED GRIDS WITH 12" ROW SPACING (SEE LEGEND FOR SPECIFICATIONS). PVC SUPPLY AND EXHAUST HEADERS ARE TO BE INSTALLED A MINIMUM OF 2" FROM HARDSCAPES AND PLANTING AREAS. INDIVIDUAL DRIP TUBE RUNS SHALL NOT EXCEED 350 LINEAR FEET AND SHALL BE STAKED EVERY 24". PVC LATERAL 'TRUNK' LINES STALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE AND SHALL BE SIZED THE SAME SIZE BASED ON TOTAL ZONE FLOW. AUTOMATIC FLUSH VALVES (TL0505MFV-1) SHALL BE INSTALLED AT THE FARTHEST POINTS FROM THE ZONE VALVE FOR DRIP TUBE FLUSHING. USE ONLY SAME MANUFACTURER 17 MM BARBED FITTINGS FOR DRIP LINE CONNECTIONS. THE MAXIMUM OPERATING PRESSURE FOR DRIP TUBE SHALL BE 50 PSI. ON SLOPES, INSTALL DRIP LINE PERPENDICULAR TO SLOPE FACE. SAME MANUFACTURER CHECK VALVES SHALL BE INSTALLED FOR EVERY 4.5 FET OF ELEVATION CHANGE WITHIN THE DRIP ZONE.

ZONED: PD-003 7.187 ACRES

buildings):

fire access.

Roanoke, Texas 76262

the findings of the original TIA. No new traffic mitigation measures are proposed for this

THE NORTHEWST CORNER OF LOT 1, BLOCK A OF VALLEY CREEK CHURCH ARGYLE 2022-109. N:7086689.2, E:2360993.0, ELEV. 666.2 *COORDINATES SHOWN HEREON ARE SURFACE VALUES. SCALE FACTOR TO NAD83 = 0.99985097884 GENERAL NOTES:

OR WHEN NOT SPECIFIED BY THE MANUFACTURER, WIRE SPLICES SHALL BE PROTECTED BY 3M D.B.Y. CONNECTORS. ALL FIELD SPLICES SHALL BE LOCATED IN A ROUND VALVE BOX OF SUFFICIENT SIZE TO ALLOW FOR INSPECTION UNLESS OTHERWISE NOTED. VALVE BOXES SHALL BE INSTALLED FLUSH TO GRADE AND SUPPORTED BY BRICKS, IF NEEDED. A MINIMUM OF FOUR INCHES OF CLEAN PEA GRAVEL SHALL BE LOCATED BELOW THE VALVE WITH A MINIMUM 1" AIR GAP BETWEEN THE TOP OF THE GRAVEL AND THE BOTTOM OF THE VALVE. A MINIMUM OF A 12" X 7" RECTANGULAR VALVE BOX WITH A PURPLE LID SHALL BE INSTALLED FOR EACH QUICK COUPLER. A MINIMUM OF A 12" X 7" RECTANGULAR VALVE BOX SHALL BE INSTALLED FOR EACH ELECTRICAL VALVE, UNLESS NOTED OTHERWISE. L.I.C. TO INSTALL VALVE BOXES WITH BLACK LIDS FOR ALL VALVE BOXES EXCEPT QUICK COUPLERS.

www.valleyviewconsultingllc.com

Town of Argyle Denton County, Texas. Discuss and consider approval of Resolution 2025-55 approving the Denton County Greenbelt Plan. Discuss and consider approval of Resolution 2025-56 Authorizing the Use of an Interlocal Agreement with the City of Denton to Utilize RFQ 8377 for Pre-Qualified Professional Engineering Services and Approving a Professional Services Agreement with Kimley-Horn & Associates, Inc. for Roadway Impact Fee and Transportation Planning Services. Discuss and consider approval of Resolution 2025-59 authorizing the Use of an Interlocal Agreement with the City of Denton to Utilize RFQ 8377 for Pre-Qualified Professional Engineering Services and Approving a Professional Services Agreement with Kimley-Horn & Associates, Inc. for Wastewater, Water, and Drainage Infrastructure.

R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 . 4 3 0 . 3 3 8 2 R G A A R C H I T E C T S . C O M PERMIT NUMBER: 5/23/2025 2:36:52 PM ARGYLE SPORT ACADEMY CITY, STATE ZIP CODE SITE PLAN APPROVAL Scale: 1/8" = 1'-0" EAST ELEVATION Scale: 1/8" = 1'-0" NORTH ELEVATION Scale: 1/8" = 1'-0" SOUTH ELEVATION Scale: 1/8" = 1'-0" WEST ELEVATION Description CAMBRIDGE COURT (VARIABLE WIDTH ROW) HAMPSHIRE DRIVE CAMBRIDGE COURT (VARIABLE WIDTH ROW) GATEWAY BOULEVARD APPROX. LIMITS TOWN OF ARGYLE APPROX. LIMITS DENTON COUNTY PROJECT NO. SPEC24175 RP

ILEX DECIDUA POSSUMHAW HOLLY

BRICK, 1 OF 4 12" x 17" RECTANGULAR VALVE BOX WITH PURPLE COVER QUICK COUPLER VALVE SLEEVING DETAIL TRENCHING DETAIL TREE BUBBLER DETAIL 1/2" SLIP SCH. 40 PVC ELL. 1/2" FLEX PVC PIPE MINIMUM 18" LENGTH 1/2-INCH MALE NPT X PVC LATERAL PIPE PVC SCH 40 TEE OR ELL STREAM BUBBLER NOZZLE TREE ROOT BALL ON 6" POP-UP SPRAY TREE WELL RIM HEAD BODY, SET INSIDE PLANTING "WELL" SET TOP OF HEAD FLUSH WITH GRADE AROUND OUTSIDE OF TREE WELL INCLUDE TWO BUBBLER HEADS, SET ON OPPOSITE SIDES OF ROOT BALL 1/2" SLIP SCH. 40 PVC ELL. 1/2-INCH MALE NPT X ADJUST STREAM BUBBLER FOR OPTIMUM COVERAGE RGA PROJECT NUMBER:

Facades greater than one hundred (100) feet in length shall incorporate wall projections or recesses of five (5) feet or greater. Projections or recesses shall be at least 20 percent of

building permit being issued.

MULTI-STEM. 1" CAL. PER STEM. MIN.

R O A N O K E , T X 7 6 2 6 2 P H | 8 1 7 4 3 0 3 3 8 2 RGAARCHITECTS.COM ARGYLE SPORT ACADEMY CITY, STATE ZIP CODE Consulting Engineers Engineers, L.P. James F. Turner Scale: 1" = 30'-0" PHOTOMETRIC PLAN April 1, 2025 Town of Argyle

Argyle, TX 76226

ELECTED OFFICIALS AND TOWN MANAGEMENT Ronald Schmidt, Mayor Cynthia Hermann, Mayor Pro Tem, Place 5 Gustav Svehla, Place 1 Martin Brading, Place 2 Chad Boyd, Place 3 Casey Stewart, Place 4

P.O. Box 609 Argyle, TX 76226

Fort Worth, TX 76116

trees, 8 understory trees and 12 shrubs. With approximately 200 linear feet of frontage, the number of canopy trees required: 8 / provided: 7, number of understory trees required:

applicant is requesting a variance to this standard.

Table Insert Table Delete Table moves to Table moves from Embedded Graphics (Visio, ChemDraw, Images etc.) Embedded Excel Format changes Total Changes:

SELECT SHRUBS THAT MEET THE SPECIFIED HEIGHT IN THE PLANT SCHEDULE, MEASURED PER THE AMERICAN STANDARD FOR NURSERY STOCK METHODS; PEST AND DISEASE FREE; CROWN WITH FULL FOLIAGE; GROWN IN HEAVY CLAY SOIL WITH DRIP IRRIGATION. BEFORE INSTALLING PLANTING SOIL MIX BACKFILL AROUND ROOT BALL, SOAK HOLE TO CONFIRM WATER FILTERS THROUGH UNDISTURBED SOIL. DESIGN ALTERNATIVE DRAINAGE SYSTEM IF REQUIRED. A SOIL EXPERT CAN BE CONSULTED TO HELP MODIFY AND FERTILIZE TOPSOIL TO CREATE AN ACCEPTABLE PLANTING SOIL MIX FOR THE SITE CONDITIONS AND SPECIFIC PLANT SPECIES. THOROUGHLY SOAK THE SHRUB ROOT BALLS AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND DURING DRY PERIODS. PRUNE PROPORTIONALLY TO COMPENSATE FOR REDUCTION OF ROOTS AND TO PROMOTE NATURAL GROWTH CHARACTER. FORM 2" DEEP SAUCER 3" BARK MULCH; DO NOT PLACE MULCH WITHIN 3" OF TRUNK/STEM PLANTING SOIL MIX BACKFILL TO BE COMPACTED BY SOAKING WITH WATER AND OR LIGHTLY HAND TAMPED PLANTING SOIL MIX TO BE TAMPED TO AVOID SETTLING TOP OF ROOTBALL SHALL BE 1" HIGHER THAN ADJACENT FINISHED GRADE 6" MIN. GAP BETWEEN ROOT BALL AND UNDISTURBED SOIL. WHERE THERE IS HEAVY CLAY SOIL, THE HOLE SHOULD BE 3 TIMES THE CONTAINER DIAMETER. SUBSOIL BROKEN WITH PICK ON SIDES AND BOTTOM OF HOLE FOR CONTAINERS, USE FINGERS OR SMALL HAND TOOLS TO PULL ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. IF USING BALED AND BURLAP; CUT BURLAP, ROPE AND WIRE BASKET AWAY FROM TOP AND SIDES OF ROOT BALL AND REMOVE DURING BACKFILL PROCESS. SOD INSTALLATION SODDING PROCEDURE: SCARIFY ENTIRE AREA TO A MINIMUM DEPTH OF 6" AND REMOVE INSTALL 6" OF TOPSOIL AND MIX IN WITH SCARIFIED TOP LAYER. ADD ADDITIVES (PER SOIL TEST ANALYSIS) AND ROTOTILL. LAY AND ROLL SOD. WATER THOROUGHLY. THE GENERAL CONTRACTOR WILL PROVIDE GRADES TO ±0.10 OF A FOOT OF PROPOSED GRADES. SOD - PROVIDE CLEAN, SMOOTH, CONTINUOUS EDGE BETWEEN SOD AND MULCHED AREAS ADJACENT SURFACE (SEE SITE PLANS) BREAK THROUGH AND REMOVE ALL 'HARDPAN' AND DEBRIS TO ALLOW FOR PERCOLATION AND POSITIVE DRAINAGE UNDISTURBED SUBGRADE PREPARED SUBGRADE

All buildings shall contain similar materials, colors and finish on all four sides with a higher level of finish and articulation on the primary façade. Similar materials shall not be required for any side, rear or service portions of buildings that are screened from a public

Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: F-19762 TBPELS: F-10194440 ARGYLE SPORTS ACADEMY CONSTRUCTION PLANS LOT 92, BLOCK D ARGYLE, TEXAS 76226 PLAN INFORMATION KESAV & SUJANA VENNA

LEWISVILLE, TX 75056 EMAIL: jstowell@mcadamsco.com GRAPHIC SCALE

Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: F-19762 TBPELS: F-10194440 www.mcadamsco.com KESAV & SUJANA VENNA

The Landscape Preserve shall count towards the landscape requirement for a directly adjacent lot.

The following special design requirements shall apply within the commercial land use areas

violating any of the provisions or terms of this Ordinance shall be subject to the same penalty as provided for in the Development of Argyle, and punished by a fine not to exceed sum of Two Thousand Dollars ($ 2, 000. 00) for each

PD 003 COMMUNITY RETAIL PD 003 COMMUNITY RETAIL r=- FTr1(;1//f7iJ::;T9']p Vicinity Map 1"=2000' PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION Th John R McAdams Company, Inc.

this ordinance shall be judged invalid or unconstitutional, the same shall not affect the validity of this ordinance as a whole or any part or portion thereof, other than that portion so decided to be invalid or unconstitutional.

Number of Sign, max

GLAZING SYSTEM (GL-1) SOLARBAN

in conflict with this Ordinance conflict. Any remaining portions of said ordinances shall remain in full force and effect.

Lewisville, TX 75057 469-464-3823 Office 214-549-8738 Cell Wayne Borstad Bobby Johnson Town of Argyle Change Order #1 wayne@canaryconstruction.com Ashley Carter All material is guaranteed to be as specified. All work to be completed in a workman-like manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written change orders, and will become an addition and/or deduction from the proposal. Progress payments to be made no later than 30 days after receiving progress invoice. * By signing this proposal, you are agreeing that the above prices, specifications and conditions are satisfactory and are hereby accepted. Canary Construction, Inc. is authorized to do the work as specified. Payment will be made as outlined above. Exclusions: Inspection, Impact, Pro-rata, Compaction Testing, Engineering Fees and City and State Permits Price to install 8" sewer pipe by bore to avoid remove/replacement of existing driveway at church. Determined 55' of bore would be necessary due to existing force main. 55' of 6" sewer service to be installed by open cut, core drilled, and connected to manhole at st. 9+10. Additional 20' of bore across Frenchtown Rd to avoid existing fiber and existing 12" water. *Accepted By: _______________________________ Print Name: _________________________________ Title: ______________________________________ Company: __________________________________ Date: ______________________________________ Wayne Borstad Canary Construction, Inc. Date: ________________________________ Sign: ________________________________ Mayor and Council Agenda Item

Business Park, in the F.W. Thornton Survey, Abstract Number 1244, Denton County, Texas.

SOUTHLAKE, TX, 76092 (815)-793-2070 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION GRAPHIC SCALE

SOUTHLAKE, TEXAS, 76092 PHONE: 815. 793. 2070 JAMES STOWELL

October 7, 2026; and

feet shall not face on to Robson Ranch Road or I-35W, except for Area C which shall follow service area screening standards as described in the PD standards. Service bays facing other streets must have a landscape buffer of at least 15 feet.

A building’s primary entrance shall be articulated and defined.

exterior building materials comprised of glass shall have a maximum exterior visible reflectance of 20 percent.

The purpose of this memorandum is to document the results of a traffic impact analysis (TIA) for the proposed Avalon at Argyle residential and office / retail business park development in Argyle, Texas. This analysis was prepared to determine the possible impacts of the two proposed developments on traffic operations at the access street intersections within and in the vicinity of the developments. The analysis summarizes the findings, conclusions, and recommendations of the TIA and will be provided for technical review to fulfill the associated requirements of the local project approval process.

have a minimum 75% consisting of glass, native stone, clay-fired brick or tile, or a combination of these materials for the exposed exterior

expenses associated with the Project including soft costs, inspection and permitting fees, construction costs, administrative costs and initial startup and inventory costs.

All buildings shall be designed to incorporate no less than four (4) of the following elements. Buildings over fifty thousand (50,000) square feet must include a minimum of five (5) of the following elements and buildings over (100,000) square feet must include a minimum of six (6) of the following elements: Canopies, awnings or porticos; Recesses or projections; Peaked roof forms; Outdoor patios; Recessed or “popped out” display windows; Visible and noticeable architectural details such a tile work or moldings integrated into the building façade; or Integrated planters or wing walls that incorporate landscape and sitting areas.

The study methodology applied to the analysis was as follows:

badminton/ pickleball since the base CR zoning district used by the Argyle Landing PD does not permit Amusement, Commercial Outdoor) uses.

entrances. Metal, as an accent, must be painted to complement the colors of the building’s primary color palette. Architectural metal panels, consisting of factory- finish metal with a surface layer (painted, dipped, plated, etc.) are permitted façade materials as accents for building entrances, canopies, awnings, or porticos.

laminated, dimensional composition shingle, flat pan standing seam metal roofing, or terra cotta or slate tile in muted colors. Minimum roof pitch shall be at least 6:12, except for flat roofed structures that shall have a highly articulated parapet that conceals the roof and any roof-mounted equipment from ground level at street. Mechanical equipment can be housed in louvered penthouse if above parapet

planted somewhere on the property or an equal payment be made into the Town' s Tree Reforestation SECTION 3. That all building standards authorized by the Specific Use Permit shall conform to the Town Development Standards of the Town of Argyle, Texas, including the Comprehensive Zoning Ordinance, except as provided in this Ordinance. SECTION 4. That the Official Zoning Map of the Town of Argyle, Texas, is hereby amended to reflect the approval of the Specific Use Permit as an Overlay District for the Amusement, Commercial ( Indoor) use. SECTION 5. That the above- described Property shall be used only in the manner and for the purpose provided by the Town Development Standards of the Town of Argyle as heretofore amended, and as amended

Eighty percent (80%) masonry construction on all sides of the ii. Areas of a façade that are devoted to windows, doors, covered porches or stoops, breezeways or courtyards shall not be counted as “wall surface” when calculating the masonry requirement.

material provided it exhibits the same weathering and durability characteristics as masonry materials.

TOWN OF ARGYLE, DENTON COUNTY, TEXAS SUJANA VENNA

those of the primary building and canopy support columns shall be cladded of masonry that matches the primary building design. ii. Truck stops and travel centers are prohibited.

thickness of three inches when applied as a veneer; shall not include unfired or underfired clay, sand or shale brick; may include concrete brick if it conforms to the same ASTM standards, and to the above-stated additional standards, as hard fired clay brick); ii. Stone (includes naturally occurring granite, marble, limestone, slate, river rock, and other similar hard and durable all-weather stone that is customarily used in exterior building construction; may also include cast or manufactured-stone product, provided that such product yields a highly textured, stone-like appearance, its coloration is integral to the masonry material and shall not be painted on, and it is demonstrated to be highly durable; natural or man-made stone shall have a minimum thickness of three and five-eighths inches when applied as a veneer); iii. Decorative concrete block (highly textured finish, such as split-face, indented, hammered, fluted, ribbed or similar architectural finish; coloration shall be integral to the masonry material and shall not be painted on; minimum thickness of three and five-eighths inches when applied as a iv. Architectural Concrete pre-cast or tilt-wall panels (only allowed if a highly textured, architectural finish which is at least as textured in appearance and physically as face brick or stone; can be brick-like or stone-like in appearance; coloration shall be integral to the masonry material and shall not be painted on; shall not include smooth, untextured or inadequately textured finishes); and

construction; shall not comprise more than 30 percent of any exterior wall surface, nor more than 20 percent of the building's total exterior on all wall surfaces combined; shall not be highly reflective or mirror-like finish). vi. Stucco (three-step stucco) vii. Prohibited Materials. The following materials shall not qualify nor be defined as "masonry construction" in meeting the minimum requirements for the exterior construction of buildings: