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BP 2023-10-19 PZPlanning & Zoning Commission City of Coppell, Texas Meeting Agenda 255 E. Parkway Boulevard Coppell, Texas 75019-9478 255 E. Parkway Blvd.6:00 PMThursday, October 19, 2023 Edmund Haas Glenn Portman (Chair) (Vice Chair) Cindy Bishop Sue Blankenship Freddie Guerra Kent Hafemann Ed Maurer Notice is hereby given that the Planning and Zoning Commission of the City of Coppell, Texas, will meet on Thursday, October 19, 2023, in Regular Called Session at 6:00 p.m. for Work Session, and Regular Session at 6:30 p.m., at Town Center, 255 Parkway Boulevard, Coppell, Texas. As authorized by Section 551.071(2) of the Texas Government Code, this meeting may be convened into closed Executive Session for the purpose of seeking confidential legal advice from the City Attorney on any agenda item listed herein. The City of Coppell reserves the right to reconvene, recess or realign the Work Session, or called Executive Session, or order of business, at any time prior to adjournment. As authorized by Section 551.127, of the Texas Government Code, one or more commissioners or employees may attend this meeting remotely using videoconferencing technology. The purpose of this meeting is to consider the following items: Regular Session (Open to the Public) 1.Call to Order 2.Work Session (Open to the Public) a. Discussion of agenda items Regular Session (Open to the Public) 3.Citizens Appearance Page 1 City of Coppell, Texas Printed on 10/14/2023 October 19, 2023Planning & Zoning Commission Meeting Agenda Provide an opportunity for citizens to address the Planning and Zoning Commission on any matter. Anyone wishing to address the commission should register prior to the start of the meeting. There is a two (2) minute time limit for each citizen to speak however, additional time may be granted by the commissioners. The Planning and Zoning Commission is not permitted to take action on any subject raised by a speaker during Citizens' Appearance. 4.Consider approval of the September 21, 2023, Planning and Zoning meeting minutes. Planning and Zoning Meeting Minutes - September 21, 2023.pdfAttachments: 5.PUBLIC HEARING: Consider approval of the Spencer Estates Lots 1-2, Block A, a residential replat to divide an existing single-family lot into two single-family lots on 4.17 acres located at 724 Deforest Road at the request of Anthony Spencer, being represented by Michael Doggett, Kimley-Horn and Associates, Inc. Staff Rep.: Matt Steer Staff Report.pdf Replat.pdf Tree Survey.pdf Attachments: 6.PUBLIC HEARING: Consider approval of S-1267-SF-12, 776 Crestview Lane (STR), a zoning change request from SF-12 (Single-Family-12) to S-1267-SF-12 (Special Use Permit-1267 - Single-Family-12) to consider allowing a short-term rental on property located at 776 Crestview Lane (Northlake Woodlands East 12, Lot 6R, Block F), at the request of Salma Shaikh and Shahid Aziz, the property owners. Staff Rep.: Mary Paron-Boswell Staff Report.pdf Site Plan.pdf Parking Plan.pdf Floorplan for Room Rental.pdf Owner Letter.pdf Room Photos.pdf Airbnb Listings.pdf Attachments: 7.PUBLIC HEARING: Consider approval of PD-213R7-H, Live/Work, Lost Creek (Live/Work) Addition, Lots 1-5, 6X, Block A, a zoning change request from PD-213R6-H (Planned Development-213 Revision 6 - Historic) to PD-213R7-H (Planned Development-213 Revision 7 - Historic) to revise the Detail Site Plan for the five, two-story live/work buildings by enclosing the outdoor alcove area (70-sf); allowing up to 800-sf of retail use for each Page 2 City of Coppell, Texas Printed on 10/14/2023 October 19, 2023Planning & Zoning Commission Meeting Agenda building; and allowing the west porches for buildings A, C, and E to have a covered gabled roof, 0.71 acres for property located at the northeast corner of S. Coppell Road and Heath Lane, at the request of Chris Collins, being represented by Greg Frnka, GPF Architects LLC. Staff Rep.: Mary Paron-Boswell Staff Report.pdf Site Plan.pdf Revised Elevations.pdf Attachments: 8.PUBLIC HEARING: Consider approval of PD-312-HC, Lovett Coppell Business Park, a zoning change request from HC (Highway Commercial) to PD-312-HC (Planned Development-312-Highway Commercial) to allow the Conceptual Plan for a 14,100-sf, 2-story office building and a 18,200-sf, 2-story office/retail building and a Detail Plan for a retention pond and a 257,600 square foot office/warehouse on approximately 17.7 acres of property located at the northeast corner of SH 121 and Business 121 and an amendment to the 2030 Comprehensive Master Plan from Freeway Commercial to Industrial on the 13.2 acre office/warehouse portion, at the request of Lovett Industrial, LLC, being represented by Dan Gallagher, Kimley-Horn and Associates, Inc. Staff Rep.: Matt Steer Staff Report.pdf 1. Concept Plan (Lots 1-3).pdf 2. Detail Site Plan (Lot 1).pdf 3. Lot Lines & Lot Area Exhibit.pdf 4. Landscape Plan - Color.pdf 5. Tree Preservation Plans (No Exemption).pdf 6. Tree Preservation Plans (Building Pad Exempt).pdf 7. Tree Preservation Plans (Building Pad, Fire Lanes, Public Easements and Retention Areas Exempt).pdf 8. Elevations & Renderings - Detail Office-Warehouse Lot 1.pdf 9. Elevations - Conceptual Office Lot 2.pdf 10. Elevations - Conceptual Office-Retail Lot 3.pdf 11. Color Renderings.pdf 12. Traffic Impact Analysis.pdf 13. Letter of Intent.pdf 14. Sight Line Studies.pdf 15. Proposed PD Conditions Exhibit.pdf Attachments: 9.PUBLIC HEARING: Consider approval of PD-313-MF-2, Lake Breeze Senior Living, Coppell Heights, Lots 3-5 and 11-15, a zoning change request from C to PD-313-MF-2 (Planned Development 313-Multifamily-2) to allow a 120 Page 3 City of Coppell, Texas Printed on 10/14/2023 October 19, 2023Planning & Zoning Commission Meeting Agenda unit, four (4) story, age restricted 55+ senior living facility on approximately 4.4 acres located on the east side of S Belt Line Road and west side of Sanders Loop, approximately 660 feet south of E. Belt Line Road at the request of Coppell Lake Breeze, LLC, being represented by Maxwell Fisher, Zone Dev. Staff Rep.: Mary Paron-Boswell Staff Report.pdf Detail Site Plan.pdf Landscape Plan.pdf Tree Survey and Mitigation.pdf Building & Carport Elevations and Material Board.pdf Floor Plan.pdf Narrative.pdf Traffic Study.pdf Attachments: 10.Update on City Council items 11.Adjournment PUBLIC NOTICE - STATEMENT FOR ADA COMPLIANCE The City of Coppell acknowledges its responsibility to comply with the Americans With Disabilities Act of 1990. Thus, in order to assist individuals with disabilities who require special services (i.e. sign interpretative services, alternative audio/visual devices, and amanuenses) for participation in or access to the City of Coppell sponsored public programs, services and/or meetings, the City requests that individuals make requests for these services seventy-two (72) hours – three (3) business days ahead of the scheduled program, service, and/or meeting. To make arrangements, contact Kori Allen, ADA Coordinator, or other designated official at (972) 462-0022, or (TDD 1-800-RELAY, TX 1-800-735-2989). CERTIFICATE I certify that the above Notice of Meeting was posted on the bulletin board at the City Hall of the City of Coppell, Texas on this 13th day of October, 2023, at _____________. ______________________________ Kami McGee, Board Secretary Page 4 City of Coppell, Texas Printed on 10/14/2023 255 E. Parkway Boulevard Coppell, Texas 75019-9478City of Coppell, Texas Minutes Planning & Zoning Commission 6:00 PM 255 E. Parkway Blvd.Thursday, September 21, 2023 Edmund Haas Glenn Portman (Chair) (Vice Chair) Cindy Bishop Sue Blankenship Freddie Guerra Kent Hafemann Ed Maurer PRESENT: Chairman, Edmund Haas (virtually via Zoom); Vice Chair, Glenn Portman; Commissioner, Sue Blankenship; Commissioner, Ed Maurer; Commissioner, Freddie Guerra; Commissioner, Cindy Bishop; and Commissioner Kent Hafemann. Also present were Matt Steer, Development Services Administrator; Mary Paron-Boswell, Senior Planner; Cole Baker, E.I.T., Graduate Engineer; Steve Schubert, Chief Building Official; Vandana Sayegh, Senior Administrative Assistant; and Shelby Fletcher, Board Secretary. Notice was given that the Planning and Zoning Commission of the City of Coppell, Texas, met on Thursday, September 21, 2023, in Regular Called Session at 6:00 p.m. for Work Session, and Regular Session at 6:30 p.m., at Town Center, 255 Parkway Boulevard, Coppell, Texas. As authorized by Section 551.071(2) of the Texas Government Code, this meeting may be convened into closed Executive Session for the purpose of seeking confidential legal advice from the City Attorney on any agenda item listed herein. The City of Coppell reserves the right to reconvene, recess or realign the Work Session, or called Executive Session, or order of business, at any time prior to adjournment. As authorized by Section 551.127, of the Texas Government Code, one or more commissioners or employees may attend this meeting remotely using videoconferencing technology. The purpose of this meeting was to consider the following items: Regular Session (Open to the Public) Call to Order1. Page 1City of Coppell, Texas September 21, 2023Planning & Zoning Commission Minutes Chairman Haas called the meeting to order at 6:01 p.m. Work Session (Open to the Public) a. Discussion of agenda items 2. Regular Session (Open to the Public) Chairman Haas called the Regular Session to order at 6:45 p.m Citizens Appearance3. Chairman Haas advised that no one signed up to speak at Citizens Appearance. 4.Consider approval of the August 17, 2023, Planning and Zoning meeting minutes. A motion was made by Vice Chair Portman, seconded by Commissioner Guerra, to approve the minutes of the August 17, 2023, Planning and Zoning meeting. Commissioner Blankenship abstained as she was not present for the meeting. The motion was approved unanimously, (6-0). 5.PUBLIC HEARING: Consider approval of PD-134R2-SF-7, Coppell Greens Lot 11, Block F, a zoning change request to allow for a reduction in setbacks between a proposed pool and the existing residence on 0.17 acres of property located at 856 Mullrany Drive at the request of John Wittenberg, being represented by Tony Martin of Robertson Pools, Inc. STAFF REP.: Matt Steer Matt Steer, Development Services Administrator, presented the case with exhibits and stated that staff is recommending approval of the request subject to the following conditions: 1. An Engineered Plan or Letter from a registered professional engineer be submitted at time of permitting. Anthony Martin of Robertson Pools, 569 S Coppell Rd., applicant, was present to answer questions of the commission. Chairman Haas opened the Public Hearing and advised that no one wished to speak. Chairman Haas closed the Public Hearing. Steve Schubert, Chief Building Official, was present to answer any remaining questions of the commission. A motion was made by Vice Chair Portman, seconded by Commissioner Maurer, to approve the agenda item with staff conditions. The motion was approved unanimously, (7-0). 6.PUBLIC HEARING: Consider approval of text change amendment to the Code of Page 2City of Coppell, Texas September 21, 2023Planning & Zoning Commission Minutes Ordinances, Chapter 12, Article 35 "Accessory Structures" Section 3 "In-ground and above-ground swimming pools and spas" Subsection C - Distance from the main structure. STAFF REP.: Matt Steer Matt Steer, Development Services Administrator, presented the case and stated that staff is recommending approval of the ordinance change. Chairman Haas opened the Public Hearing and advised that no one wished to speak. Chairman Haas closed the Public Hearing. A motion was made by Vice Chair Portman, seconded by Commissioner Blankenship, to approve the agenda item with staff conditions. The motion was approved unanimously, (7-0). 7.PUBLIC HEARING: Consider approval of S-1266-SF-7, 1334 Bradford Drive (STR), a zoning change request from SF-7 (Single-Family-7) to S-1266-SF-7 (Special Use Permit-1266 - Single-Family-7) to consider allowing a short-term rental on 0.22 acres of property located at 1334 Bradford Drive, at the request of Marcia and Steve Allen, the property owners. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell, Senior Planner, presented the case with exhibits and stated that staff is recommending approval of the request subject to the following conditions: 1. PD Conditions: a. To obtain a STR permit prior to their current one expiring. b. Notify staff of any change of property ownership. Marcia Allen, 1334 Bradford Dr. Coppell, TX, applicant, was present to answer questions of the commission. Chairman Haas opened the Public Hearing and asked for those who wished to speak. Dennis Morrow, 201 Longmeadow Dr. Coppell, TX, stated he was neither in favor nor opposed. Chairman Haas closed the Public Hearing. A motion was made by Commissioner Guerra, seconded by Commissioner Blankenship, to approve the agenda item with staff conditions. The motion was approved 6-1, with Vice Chair Portman in opposition. 8.PUBLIC HEARING: Consider approval of PD-259R3-SF-7 & 9, Blackberry Farm, a zoning change request from PD-259R2-SF-7 & 9 (Planned Development 259-Revision 2 - Single-Family 7 & 9) to PD-259R3-SF-7 & 9 Planned Development 259-Revision 3 - Single-Family 7 & 9) to provide a new concept and detail plan that would allow for a gated community and private streets, over two phases (54 residential lots in Phase 1 and nine (9) residential lots in Phase 2 and associated common area lots) Page 3City of Coppell, Texas September 21, 2023Planning & Zoning Commission Minutes with a change in the amenities provided (a pool and pickle ball courts in lieu of gardens for Lot 2X, Block C), on approximately 54.8 acres of land located on the north side of Sandy Lake Road, approximately 750 feet northeast of Starleaf Road (extended), at the request of Denton Creek Land Company, LTD and Blackberry Farms, LTD, being represented by Jon Dostert of Holmes Builders. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell, Senior Planner, presented the case with exhibits and stated that staff is recommending approval of the request subject to the following conditions: 1. All of the previously approved PD conditions remain in place. 2. To allow for a gated community with private streets that must be maintained by the HOA, this would include maintenance of the bridge and street signs. 3. To prohibit any pole lighting of the pickle ball courts. 4. Any proposed lighting in the amenity center lot pool area must meet the lighting and glare requirements. 5. The CCR’s must be updated to address the changes in the maintenance of the streets, bridge, amenity area, wall maintenance and entry feature maintenance. 6. The existing plats must be vacated, and new plats must be filed that show the streets as private and part of a Common Area, to be maintained by the HOA. 7. To approve the entry feature and sign. Terry Holmes, 510 Country Ln. Coppell, TX, applicant, presented his case and informed the commission he would like to withdraw the amenity center aspect of this proposal for the time being. He was present to answer questions of the commission. Chairman Haas opened the Public Hearing and asked for those who wished to speak. Henry Tate, 1204 Sandy Lake Rd. Coppell, TX, was neither in favor nor in opposition of the case. Jeff Varnell, 1601 E Sandy Lake Rd. Coppell, TX, stated he was in favor of the case. Chairman Haas closed the Public Hearing. A motion was made by Commissioner Maurer, seconded by Commissioner Haffeman, to approve the agenda item with the revised staff conditions. The motion was approved 6-1, with Commissioner Guerra in opposition. Update on City Council items9. Chairman Haas, stated the commission was updated on City Council items during Work Session. Adjournment10. There being no further business before the Planning and Zoning Commission, Page 4City of Coppell, Texas September 21, 2023Planning & Zoning Commission Minutes Chairman Haas adjourned the meeting at 8:12 p.m. ______________________________ Edmund Haas, Chair ______________________________ Kami McGee, Board Secretary Page 5City of Coppell, Texas ITEM # 5 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Spencer Estate, Lot 1R & 2, Block A, Replat P&Z HEARING DATE: October 19, 2023 STAFF REP.: Matthew Steer, AICP, Development Services Administrator LOCATION: North side of Deforest Road, 160 feet east of Prestwick Court at 724 Deforest SIZE OF AREA: 4.2 acres of property CURRENT ZONING: SF-12 (Single Family-12) REQUEST: A residential replat to divide an existing single-family lot into two single-family lots. APPLICANT: Property Owner: Engineer: Anthony Spencer Michael Doggett 724 Deforest Road Kimley-Horn and Associates, Inc. Coppell, Texas 75019 260 East Davis Street, Suite 100 Stonecorner933@gmail.com McKinney, Texas 75069 Michael.Doggett@Kimley-Horn.com HISTORY: A minor plat was approved on October 8, 2013. The existing residence was built in 2014. HISTORIC COMMENT: There is no historic significance on the subject property. TRANSPORTATION: Deforest Road is a 28-foot, two-lane concrete roadway within a 50-foot right-of- way. SURROUNDING LAND USE & ZONING: North- Peninsulas of Coppell; PD-132-SF-9 South- Raintree Village; PD-137-SF East- St. Andrews Estates; SF-12 West- Prestwick; SF-12 COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, designates this area for Residential Neighborhood. ITEM # 5 Page 2 of 2 DISCUSSION: In 2013, the minor plat for the lot for the existing residence was approved. The property was one of the last remaining undeveloped parcels along Deforest Road. When the subdivisions were planned abutting to the east and west, it was anticipated that this property would have been developed for several single-family lots. To support a multi-lot development, Stonewick Lane was required to be stubbed out from both abutting subdivisions. However, given that only one residence was constructed, the extension of the road through the property was not required. The stub out on the west side of the subdivision is proposed to serve as access for the existing residence on proposed Lot 1R and access will be obtained from Deforest for Lot 2. This plat includes a waiver to the alley requirement and depicts the existing utility easements that were previously dedicated. A tree preservation plan is included which shows the preservation of all trees on site. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of Spencer Estate, Lots 1R & 2, Block A, Replat, subject to the following condition: 1. Additional comments may be generated upon detailed engineering review. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ATTACHMENTS: 1. Replat 2. Tree Survey P.O.B. MNF 1/2" IRFC "BURNS SURVEYING" XF MNF XF 1/2" IRFC "3963" 1/2" IRFC "3963" XF 1/2" IRF 1/2" IRF 1/2" IRF 1/2" IRF LOT 23, BLOCK B AMENDING PLAT OF THE PENINSULAS OF COPPELL (VOL. 96209, PG. 3330) LOT 24, BLOCK B AMENDING PLAT OF THE PENINSULAS OF COPPELL (VOL. 96209, PG. 3330) LOT 25, BLOCK B AMENDING PLAT OF THE PENINSULAS OF COPPELL (VOL. 96209, PG. 3330) 10' PRIVATE DRAINAGE EASEMENT (VOL. 2001208, PG. 937) 10' PRIVATE DRAINAGE EASEMENT (VOL. 2001208, PG. 937) 5' UTILITY EASEMENT (VOL. 2001208, PG. 937) 5' UTILITY EASEMENT (VOL. 2001208, PG. 937) 10' UTILITY EASEMENT (VOL. 2001208, PG. 937) 10' UTILITY EASEMENT (VOL. 2001208, PG. 937) 10' PRIVATE DRAINAGE EASEMENT (VOL. 2001208, PG. 937) 15' BUILDING LINE (VOL. 2001208, PG. 937) LOT 3, BLOCK B PRESTWICK (VOL. 2001208, PG. 937) LOT 2, BLOCK B PRESTWICK (VOL. 2001208, PG. 937) LOT 1, BLOCK B PRESTWICK (VOL. 2001208, PG. 937) LOT 12, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) LOT 11, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) LOT 10, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) LOT 9, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) DEFOREST ROAD (A VARIABLE WIDTH RIGHT-OF-WAY) STONEWICK LANE (A 50-FOOT WIDE RIGHT-OF-WAY) LOT 23, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 22, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 21, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 20, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 19, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 18, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 17, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 16, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 15, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) 10' UTILITY EASEMENT (VOL. 2004150, PG. 78) 10' UTILITY EASEMENT (VOL. 2004150, PG. 78) DRAINAGE EASEMENT (VOL. 2004150, PG. 78) 20' UTILITY EASEMENT (VOL. 958, PG. 917) 27' UTILITY AND DRAINAGE EASEMENT (VOL. 2004150, PG. 78) 20' SANITARY SEWER EASEMENT (VOL. 958, PG. 907) 25' UTILITY EASEMENT (INST. NO. 201400009410) UTILITY EASEMENT (INST. NO. 201400009410) 3'X330' TP & L AND GTE EASEMENT (VOL. 687, PG. 336) 20' UTILITY EASEMENT (INST. NO. 201400009410) LOT 1, BLOCK A SPENCER ESTATE (INST. NO. 20140009410) LOT 1R, BLOCK A 3.2908 ACRES 143,348 SQ. FT.N0°45'36"W426.58'N65°43'10"E 72.12' N48°26'04"E 77.36' N36°26'12"E 49.76' N40°32'47"E 144.12' N38°27'37"E 11.66'S0°47'11"E982.92'S88°35'36"W 142.93' 30' BUILDING SETBACK LINE (INST. NO. 201400009410) 20' SANITARY SEWER EASEMENT (VOL. 958, PG. 914) 10' UTILITY, LANDSCAPE, MAINTENANCE AND DRAINAGE EASEMENT (VOL. 2004150, PG. 78) 8' HOME OWNERS ASSOCIATION EASEMENT (VOL. 2004150, PG. 78) LO T 8 X , B L O C K A CO M M O N A R E A A N D DR A I N A G E E A S E M E N T (V O L . 2 0 0 1 2 0 8 , P G . 9 3 7 ) EXISTING FLOODWAY FIRM PANEL NO. 48113C0155K EFFECTIVE: 7/7/2014 53.64' S89°24'26"W 111.86' FF ELEV. = 456.74±INGLENOOK COURT(A VARIABLE WIDTH RIGHT-OF-WAY)WILLIAM A. TRIMBLE SURVEY, ABSTRACT NO. 1268 STONEWICK LANE (A 50-FOOT WIDE RIGHT-OF-WAY)PRESTWICK COURT(A 50-FOOT WIDE RIGHT-OF-WAY)721.70'ANTHONY SPENCER (INST. NO. 201200158936)S01°17'07"E321.37'111.86' ZONE X SHADED EXISTING FLOODPLAIN (ZONE AE) FIRM PANEL NO. 48113C0155K EFFECTIVE: 7/7/2014 DRAINAGE EASEMENT (VOL. 2004150, PG. 78) VARIABLE DRAINAGE & MAINTENANCE EASEMENT (VOL. 96209, PG. 3323)64.44'245.77'L1 L2 L3L4 DRAINAGE EASEMENT (BY THIS PLAT)LOT 8, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) LOT 7, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) LOT 6, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) LOT 5, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) LOT 4, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) LOT 2, BLOCK A 0.8747 ACRES 38,104 SQ. FT.261.22'S88°50'01"E 145.33' PHILLIPS CRIBBS DEFOREST STRATFORD LNINGLENOOK CTN MACARTHUR BLVDD E F O R E S T LA K E P A R K STA T E HI G H W A Y N O. 121 LINE TABLE NO. L1 L2 L3 L4 BEARING N89°14'24"E N65°43'10"E N48°26'04"E S60°45'43"E LENGTH 27.35' 83.40' 101.16' 88.91' Copyright © 2023 Kimley-Horn and Associates, Inc. All rights reserved REPLAT LOTS 1R & 2, BLOCK A SPENCER ESTATE 4.1656 ACRES BEING A REPLAT OF LOT 1 , BLOCK A SPENCER ESTATE WILLIAM A. TRIMBLE SURVEY, ABSTRACT NO. 1268 CITY OF COPPELL, DALLAS COUNTY, TEXAS DWG NAME: \\KIMLEY-HORN\TX_FTW\FTW_SURVEY\064554902-724 DEFOREST ROAD COPPELL\DWG\064554902-724 DEFOREST ROAD COPPELL_RP.DWG PLOTTED BYBILLINGSLEY, MICHAEL 10/4/2023 9:18 AM LAST SAVED10/3/2023 4:14 PMScale Drawn by CDP1" = 50' Checked by Date Project No.Sheet No. Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 MCB 8/15/2023 064554902 1 OF 1 GRAPHIC SCALE IN FEET 050 25 50 100 1" = 50'@ 24X36 NORTH OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DALLAS § WHEREAS ANTHONY SPENCER, is the owner of a 4.1656 acre (181,452 square foot) tract of land situated in the William A. Trimble Survey, Abstract No. 1268, City of Coppell, Dallas County, Texas; said tract being all of Lot 1, Block A, Spencer Estate, an addition to the City of Coppell according to the plat recorded in Instrument Number 20140009410 of the Official Public Records of Dallas County, Texas; said tract being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with cap stamped "KHA" set in the southwest corner of said Lot 1; said point being in the north right-of-way line of Deforest Road (a variable width right-of-way); said point also being the southeast corner of Lot 1, Block B, Prestwick, an addition to the City of Coppell according to the plat recorded in Volume 2001208, Page 937 of said Official Public Records; THENCE along the east line of said Prestwick the following three (3) calls: North 01°17'07" West, departing the said north line of said Deforest Road, a distance of 321.37 feet to a 5/8-inch iron rod with cap stamped "KHA" set for corner; South 89°24'26" West, a distance of 111.86 feet to a 5/8-inch iron rod with cap stamped "KHA" set for corner; North 00°45'36" West, a distance of 426.58 feet to a 5/8-inch iron rod with cap stamped "KHA" set for corner in the south line of Block B, The Peninsulas of Coppell, an addition to the City of Coppell according to the plat recorded in Volume 96209, Page 3329 of the Deed Records of Dallas County, Texas; THENCE along the said south line of Block B the following five (5) calls: North 65°43'10" East, a distance of 72.12 feet to a 5/8-inch iron rod with cap stamped "KHA" set for corner; North 48°26'04" East, a distance of 77.36 feet to a 5/8-inch iron rod with cap stamped "KHA" set for corner; North 36°26'12" East, a distance of 49.76 feet to a 5/8-inch iron rod with cap stamped "KHA" set for corner; North 40°32'47" East, a distance of 144.12 feet to a 5/8-inch iron rod with cap stamped "KHA" set for corner; North 38°27'37" East, a distance of 11.66 feet to a 5/8-inch iron rod with cap stamped "KHA" set for corner in the west line of Block 1, Saint Andrews Estates, an addition to the City of Coppell according to the plat recorded in Volume 2004150, Page 78 of said Deed Records; THENCE South 00°47'11" East, along the said west line of Block 1, a distance of 982.92 feet to a 5/8-inch iron rod with cap stamped "KHA" set for corner in the said north line of Deforest Road; THENCE South 88°35'36" West, along the said north line of Deforest Road, a distance of 142.93 feet to the POINT OF BEGINNING and containing 181,452 square feet or 4.1656 acres of land, more or less. N.T.S.VICINITY MAP SITE NORTH OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, ANTHONY SPENCER, does hereby adopt this plat designating the herein described property as LOTS 1R & 2, BLOCK A, SPENCER ESTATES an addition to the City of Coppell, Texas, and does hereby dedicate, in fee simple, to the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements and the private sanitary sewer is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective right or ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Coppell, Texas. WITNESS, my hand this the ______ day of _______, 2023. ANTHONY SPENCER ____________________________ STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared ANTHONY SPENCER, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated that the statements in the foregoing certificate are true. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _____________ day of _________________, 2023. _______________________________________ Notary Public in and for the State of Texas NOTES 1.The bearing system for this survey is based on the Texas Coordinate System of 1983 (2011), North Central Zone 4202 based on observations made on June 5, 2023 with an applied combined scale factor of 1.000136506. 2.The grid coordinates shown hereon are based on the Texas Coordinate System of 1983, North Central Zone 4202, no scale and no projection. 3.According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48113C0155K, for Dallas County, Texas and incorporated areas, dated July 7, 2014, this property is located within Zone AE and X defined as "Special flood hazard areas (SFHAs) subject to inundation by the 1% annual chance flood (Base Flood Elevations determined)". If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. 4.This replat requests a waiver to the alley requirement from Planning & Zoning Commission. 5.Maintenance of private drainage and sewer easements shown on this plat shall be the responsibility of the Lot owner which the easement resides. OWNER: ANTHONY SPENCER 724 DEFOREST ROAD COPPELL, TEXAS 75019 PHONE: 214-304-1166 EMAIL: stonecorner933@gmail.com SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 801 CHERRY STREET, UNIT 11, #1300 FORT WORTH, TEXAS 76102 PHONE: 817-335-6511 CONTACT: MICHAEL BILLINGSLEY, R.P.L.S. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE PROPERTY LINE CASE NO. 23-09-000739LEGEND IRF = IRON ROD FOUND XF = "X" CUT FOUND MNF = MAG NAIL FOUND IRSC = 5/8" IRON ROD SET WITH A RED CAP STAMPED "KHA" IRFC = IRON ROD WITH CAP FOUND STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared Michael Cleo Billingsley, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated that the statements in the foregoing certificate are true. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _____________ day of _________________, 2023. _______________________________________ Notary Public in and for the State of Texas Michael Doggett (Engineer), verify that all franchise utilities have each been contacted and provided a copy of the plat and development proposal and all franchise utility easements and/or abandonments are currently shown. _______________________________________ Michael Doggett, P.E. STATE OF TEXAS § COUNTY OF DALLAS § APPROVED AND ACCEPTED: ____________________________________________________ Chairman, Planning and Zoning Commission Date The undersigned, the Planning and Zoning Commission Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of Spencer Estate, Lot 1R & Lot 2, Block A, an addition to the City of Coppell was submitted to the Planning and Zoning Commission on the ________ day of ___________, 2023, and the Planning and Zoning Commission, by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat, and said Chairman to note the acceptance thereof by signing his name as hereinabove subscribed. Witness my hand this _____ day of _________, A.D., 2023. ___________________________ Planning and Zoning Commission Secretary, City of Coppell, Texas Floodplain Development Permit Application No. ____________________________ has been filed with the City of Coppell floodplain administrator on _________________________, 2023. ____________________________________________________ Floodplain Administrator Date PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT SURVEYOR’S STATEMENT I, Michael Cleo Billingsley, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that I prepared this plat from an actual on the ground survey of the land and that the monuments shown thereon were found and/or placed under my personal supervision in accordance with Platting Rules and regulations of the City of Coppell, Texas. _______________________________________ Michael Cleo Billingsley Registered Professional Land Surveyor No. 6558 Kimley-Horn and Associates, Inc. 801 Cherry Street, Unit 11, Suite 1300 Fort Worth, TX 76102 Ph. 817-335-6511 michael.billingsley@kimley-horn.com PURPOSE STATEMENT: The purpose of this plat is to create two lots from one platted lot. W W W W WTC G U E E UXX XXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWOOD FENCEWOOD FENCEWR O U G H T I R O N F E N C EWOOD FENCERETAINING WALLRETAINING WALLWOOD FENCEWROUGHT IRON FENCERETAINING WALLRETAINING WALLFL 12" RCP=448.6± FL 12" RCP=448.6± RETAINING WALL RETAINING WALL WOOD FENCERETAINING WALL RETAINING WALL RETAINING WALL 10' PRIVATE DRAINAGE EASEMENT (VOL. 2001208, PG. 937) 10' UTILITY EASEMENT (VOL. 2001208, PG. 937) 10' UTILITY EASEMENT (VOL. 2001208, PG. 937) 10' PRIVATE DRAINAGE EASEMENT (VOL. 2001208, PG. 937) 15' BUILDING LINE (VOL. 2001208, PG. 937) LOT 3, BLOCK B PRESTWICK (VOL. 2001208, PG. 937) LOT 2, BLOCK B PRESTWICK (VOL. 2001208, PG. 937) LOT 1, BLOCK B PRESTWICK (VOL. 2001208, PG. 937) LOT 12, BLOCK A PRESTWICK (VOL. 2001208, PG. 937) BM#102DEFOREST ROAD STO N E WI C K L A N E (A 50- F O O T WI D E RI G H T- O F- W A Y) LOT 23, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 22, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 21, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 20, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) LOT 19, BLOCK 1 ST. ANDREWS ESTATES (VOL. 2004150, PG. 78) 20' UTILITY EASEMENT (VOL. 958, PG. 917) 27' UTILITY AND DRAINAGE EASEMENT (VOL. 2004150, PG. 78)WALLWALLWALL WROUGHT IRON FENCE 2-STORY STONE BUILDING 20' SANITARY SEWER EASEMENT (VOL. 958, PG. 907) 25' UTILITY EASEMENT (INST. NO. 201400009410) UTILITY EASEMENT (INST. NO. 201400009410) 3'X330' TP & L AND GTE EASEMENT (VOL. 687, PG. 336) 20' UTILITY EASEMENT (INST. NO. 201400009410) W W W W W W W W W W W WWWW W W W W W WWWWWWS89°24'26"W111.86' S88°35'36"W142.93'N1°17'07"W321.37'30' BUILDING SETBACK LINE (INST. NO. 201400009410) MNF XF 1/2" IRFC "3963" 1/2" IRFC "3963" XF 1/2" IRF 20' SANITARY SEWER EASEMENT (VOL. 958, PG. 914) 10' UTILITY, LANDSCAPE, MAINTENANCE AND DRAINAGE EASEMENT (VOL. 2004150, PG. 78) 8' HOME OWNERS ASSOCIATION EASEMENT (VOL. 2004150, PG. 78)WWWWWWWWWWWWWWWWWWWWWEX. 8" WATER SSSSSSSSSSWEX. 36" RCP LOT 2 0.87 ACRES 10396 10397 10398 10399 10400 10402 10404 10408 10409 1147 1230 1231 10401 Tree Protection Fence Property Line Property Line Property Line 10403 LOT 1R 3.29 ACRES EXISTING TREE ON-SITE TO REMAIN LEGEND TREE PROTECTION FENCE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.BYDATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT260 EAST DAVIS STREET, SUITE 100, MCKINNEY, TX 75069PHONE: 469-301-2580 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928MERKMRMERLAST SAVED10/3/2023 4:10 PMPLOTTED BYROBESON, KATELYN 10/3/2023 4:11 PMDWG PATH\\KIMLEY-HORN.COM\TX_FRI\MKN_CIVIL\064554902-COPPELL STONEWICK LANE IMPROVEMENTS\LANDSCAPE\CAD\SHEETSDWG NAMELT 1.01.DWG , [ LT 1.01 ]IMAGES EPSG2276_Date20230517_Lat32.984866_Lon-96.970672_Mpp0.149 : coppell-logo :XREFS xEsmt : xSite : xStrm : xSurv : xUtil : xTree : xBrdr : xDAM064554902STONEWICK LANEIMPROVEMENTSCOPPELL, TEXAS© 2022 KIMLEY-HORN AND ASSOCIATES, INC.OCTOBER 202310/3/20233369 MARIE E. ROBIRDS Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date TREE PRESERVATIONPLANLT 1.01 0'20'40' Scale: 1" = 20'-0"NORTH NOTE: ALL TREES ARE TO BE PROTECTED FROM DAMAGE. NO VEHICULAR PARKING, STORAGE OF MATERIALS OR EQUIPMENT , CLEANING OF EQUIPMENT, EQUIPMENT WASH OUT OR ANY OTHER ACTION WHICH MAY CAUSE AN ADVERSE AFFECT ON EXISTING OR FUTURE PLANTING IS TO OCCUR IN OR AROUND TREES IN LANDSCAPE AREAS WHICH MAY BE AFFECTED. CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREASEE TREE PROTECTION PLAN FOR FENCE ALIGNMENTMAINTAIN EXISTING GRADEWITHIN THE TREE PROTECTIONFENCE UNLESS OTHERWISEINDICATED ON THE PLANS.MULCH LAYER2'-3' MIN. REF. PLANS REF. PLANS FOR LOCATION OFBORING START/END POINT (OPENTRENCH SECTION)CONTRACTOR TO BORE UNDER THE CROWN DRIPLINE OF THE TREE.DO NOT BORE DIRECTLY UNDER THE TRUNK OF THE TREE.REF. PLANS FOR OFFSET DIMENSION FROM TREETRUNK AND LENGTH OF BORETREE PROTECTION FENCETREE PROTECTION SIGNROOT PRUNING TRENCH(TYP., REF.TREE AND PLANT PROTECTIONSPECIFICATIONS)6" (TYP.)NOTES:1.REF. DETAIL A THIS SHEET FOR TREE PROTECTIONFENCE INSTALLATION.2.REF. TREE AND PLANT PROTECTION SPECIFICATIONSFOR ADDITIONAL REQUIREMENTS.TREE PROTECTION - UTILITY BORING UNDER CROWN DRIPLINEBScale: NTSTRUNK PROTECTION, REF.DETAIL D THIS SHEETCROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREASEE TREE PROTECTION PLAN FOR FENCE LAYOUTMAINTAIN EXISTING GRADE WITHIN THETREE PROTECTION FENCE UNLESSOTHERWISE INDICATED ON THE PLANSTREE PROTECTION FENCE ANDPOSTS (REF. TREE AND PLANTPROTECTION SPECIFICATIONS)5" THICK LAYER OF MULCH. DO NOT MULCHAREA WITHIN 6" TO 12" OF TREE TRUNK(REF. TREE AND PLANT PROTECTIONSPECIFICATIONS)TREE PROTECTIONSIGN SPACED EVERY50' O.C. MINIMUMALONG THE FENCE(REF. ENLARGEMENT)ROOT PRUNING TRENCH (TYP., REF. TREEAND PLANT PROTECTION SPECIFICATIONS)8'-0" (TYP.)6" (TYP.)NOTES:1.SEE TREE AND PLANT PROTECTIONSPECIFICATIONS FOR WATERING AND OTHERADDITIONAL REQUIREMENTS.2.ALL TREE AND ROOT PRUNING SHALL BEPERFORMED UNDER THE SUPERVISION OFAN I.S.A. CERTIFIED ARBORIST. ARBORISTSHALL MAKE ALL FINAL ROOT PRUNINGRECOMMENDATIONS TO OWNER'SREPRESENTATIVE FOR APPROVAL PRIOR TOPRUNING OPERATIONS.3.NO EQUIPMENT SHALL OPERATE INSIDE THETREE PROTECTION FENCE INCLUDING DURINGFENCE INSTALLATION AND REMOVAL.4.TREE PROTECTION FENCE LAYOUT ANDINSTALLATION TO BE APPROVED BY OWNER'SREPRESENTATIVE PRIOR TO ANYCONSTRUCTION ACTIVITY.TYPICAL TREE PROTECTION FENCINGAScale: NTSKEEP OUTTREE PROTECTION AREANO ENTRYPROJECTARBORISTPHONE #GENERALCONTRACTORPHONE #·NO HEAVYEQUIPMENT·NO PARKING·NO STORAGE·NO DUMPING·NO GRADING24"36"TREE PROTECTION SIGN ENLARGEMENTZONA DE PROTECCIONPARA ARBOLESNO ENTRE·NO EQUIPAMIENTOPESADO·NO ESTACIONAR·NO ALMACENAJE·PROHIBIDO TRIARBASURA·NO EXCAVARARBORISTA DELPROYECTOTELEFONO #CONTRATISTAGENERALTELEFONO #NOTE: CONTRACTOR TO PROVIDE PHONE NUMBER INFORMATIONCROWN DRIPLINE5 - 12" THICK LAYER OF MULCHON CONSTRUCTION ACCESSROAD; 5" THICK LAYER INSIDETREE PROTECTION AREA (REF.TREE AND PLANT PROTECTIONSPECIFICATIONS).CONSTRUCTIONACCESS ROADTREE PROTECTION FENCENOTES:1.REF. DETAIL A THIS SHEET FOR TREE PROTECTIONFENCE INSTALLATION.2.REF. TREE AND PLANT PROTECTION SPECIFICATIONSFOR ADDITIONAL REQUIREMENTS.3.OWNER'S REPRESENTATIVE TO APPROVE ANYCANOPY THINNING AND/OR CANOPY RAISINGPRUNING TO ALLOW FOR CONSTRUCTION ACCESSROAD USE PRIOR TO CONSTRUCTION ACTIVITIES.4.PRIOR TO INSTALLATION OF ANY CONSTRUCTIONACCESS ROAD, COORDINATE WITH OWNER'SREPRESENTATIVE FOR FINAL APPROVAL OF ROADLOCATION. ALL ADJUSTED TREE PROTECTIONMEASURES MUST BE IN PLACE AND APPROVED BYOWNER'S REPRESENTATIVE PRIOR TO USE OF ROAD.ROOT PRUNING TRENCH(TYP. REF. TREE ANDPLANT PROTECTIONSPECIFICATIONS)6" (TYP.)TREE PROTECTION SIGNFINAL APPROVAL OF ANY ROOT PRUNING ANDMULCH LAYER THICKNESS IN THIS ZONE TO BE FIELDVERIFIED AND APPROVED BY OWNER'S REPRESENTATIVEPRIOR TO OPENING CONSTRUCTION ACCESS ROAD. MAINTAIN EXISTING GRADE WITHIN THETREE PROTECTION FENCE UNLESSOTHERWISE INDICATED ON THE PLANS.TREE PROTECTION - CONSTRUCTION ACCESS ROADCScale: NTSMATTING IF ROAD USE REQUIRES(REF. TREE AND PLANTPROTECTION SPECIFICATIONS).TREE AND PLANT PROTECTIONSEE TREE PRTOTECTION PLANFOR FENCE LAYOUTFILTER FABRIC OR GEOGRID, IF LOADUSE REQUIRES. REF TREE ANDPLANT PROTECTION SPECIFICATIONSNOTES:1.REF. TREE AND PLANT PROTECTIONSPECIFICATIONS FOR ADDITIONAL INFORMATION.4'-0" 6" VARIES BASED ON ROOT FLARE TRUNK PROTECTIONDScale: NTSCLOSED CELL FOAM PAD2" x 4" WOODEN PLANKSSTEEL STRAPS STAPLED TO PLANKS6" This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. BY DATE AS SHOWN REVISIONSNo.DATESHEET NUMBERCHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT 260 EAST DAVIS STREET, SUITE 100, MCKINNEY, TX 75069 PHONE: 469-301-2580 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 MER KMR MER LAST SAVED 10/3/2023 4:10 PMPLOTTED BY ROBESON, KATELYN 10/3/2023 4:11 PMDWG PATH \\KIMLEY-HORN.COM\TX_FRI\MKN_CIVIL\064554902-COPPELL STONEWICK LANE IMPROVEMENTS\LANDSCAPE\CAD\SHEETSDWG NAME LT 3.01.DWG , [ LT 3.01 ]IMAGES coppell-logo :XREFS xBrdr 064554902 STONEWICK LANE IMPROVEMENTS COPPELL, TEXAS © 2022 KIMLEY-HORN AND ASSOCIATES, INC. OCTOBER 2023 10/3/20233369MARIE E. ROBIRDSNot for construction or permit purposes.FOR REVIEW ONLYP.L.A.L.A. No.DateTREE PRESERVATION DETAILSLT 3.01 ITEM # 6 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE No.: S-1267-SF-7, 776 Crestview Court (STR) P&Z HEARING DATE: October 19, 2023 C.C. HEARING DATE: November 14, 2023 STAFF REP.: Mary Paron-Boswell, AICP Senior Planner LOCATION: 776 Crestview Court SIZE OF AREA: 0.64 acres CURRENT ZONING: SF-12 (Single-Family -12) REQUEST: SF-12 (Single-Family-12) to S-1267-SF-12 (Special Use Permit 1267 – Single- Family 12) to approve a short-term rental on 0.64 acres of property located at 776 Crestview Court, on the west side of Mockingbird Lane, at the cul-de-sac on Crestview Court, at the request of Salma Shaikh & Shahid Aziz, the property owners. APPLICANT: Owner: Salma Shaikh & Shahid Aziz 776 Crestview Court Coppell, TX 75019 214-516-1500 shahc21@yahoo.com HISTORY: On May 30, 2023, the Coppell City Council approved an ordinance amending the Code of Ordinances, Chapter 12, Article 30 (S or SUP, Special Use Permits) defining and establishing Special Use Permit requirements for lodging houses (short-term rental,(STRs), bed and breakfasts, boarding homes, hostels, vacation homes, and corporate housing) within SF-7, SF-9, SF-12, SF-18, SF-ED and H Districts. All existing and future short-term rentals will be required to have a Special Use Permit (SUP) in addition to registering with the city, in order to legally operate in the City of Coppell. HISTORIC COMMENT: This property has no noted historical significance. TRANSPORTATION: Bradford Drive is a local street; Riverchase Dr. is a 2-lane undivided road. ITEM # 6 Page 2 of 3 SURROUNDING LAND USE & ZONING: North: Residential (SF-12) South: Residential (SF-12) East: Residential (SF-12) West: Grapevine Creek Park (SF-12 & A) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as appropriate for Residential Neighborhood. DISCUSSION: The applicant has owned the home since 2017 and has a homestead exemption. The home received a permit for an STR and has been used for short-term rentals since February of 2019. This home has five bedrooms and the applicant has indicated that they proposing two bedrooms for rent with a maximum of two (2) guests per room. The owners of the property reside here as well. Site Plan The residence is located in a cul-de-sac and has a four-car garage. The single- family home has an additional 2-3 spaces on the circular driveway for guest vehicles to park. Guests have access to the guest bedrooms, a private or shared bathroom adjacent to the bedroom and can share the backyard patio and pool with the family. There are no signs on the buildings indicating that it is a STR. Staff has communicated with the Police Department and there have been approximately 16 incidents/complaints to the Police Department since 2017 for this address. These incident reports vary from parking violations, slashed tires, making music videos, nudity, heavy traffic in/out of the house, noise complaints, overhanging tree limbs and leaves into neighbor’s property, suspicious activity, criminal mischief, arguments amongst people living/staying at the house, welfare checks, renting out 7 rooms. Staff has also communicated with Code Compliance and they have had several cases for this address ranging from high grass and weeds, building materials blocking the sidewalk, roosters and chickens, outside storage, several notices for delinquent HOT taxes and STR violation. Staff has confirmed with the Finance Department that the applicant has occasionally been late in paying their HOT taxes but is currently up to date. Part of the current process for having a STR is registering with the city, which will still be required should this case be approved. Staff has reviewed the Airbnb website and has found several different posts for this site ranging from 2-3 bedrooms for rent upstairs, but the sketch is for the downstairs area. Past reviews have stated that up to 7 rooms were being rented out and for several months at a time, which is in violation of the 30 day or less requirement for short term rentals. Based on the past record for this address which has multiple police calls and complaints as well as code enforcement calls, staff is not in support of the request to continue to allow an STR at this location. ITEM # 6 Page 3 of 3 RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending DENIAL of the request. Should the Commission choose to recommend approval of this request, staff would recommend the following conditions: 1. PD Conditions: a. To obtain a STR permit prior to their current one expiring. b. Notify staff of any change of property ownership. c. Limit the rental to two rooms for less than 30 days. ALTERNATIVES: 1. Approval of the request 2. Denial of the request 3. Modification of the request 4. Take the case under advisement to a future date ATTACHMENTS: 1. Site Plan 2. Parking Plan 3. Floorplan for Room Rental 4. Owner Letter 5. Room Photos 6. Airbnb Listings \ HANS OF PEARS) whl, * i MN 1/"4 pon” W 322 aves tl ia ; ne i Bene it 27,977 5Q. FI. 0.64 ACRES Wall TWO STORY BRICK AND FRAME STONE RET. WALL SAN SEWER | SMT. R ="50,00; Yael L = 20). 427%, METERS 98°27 ‘ fe A & Ls CRESTVIEW COURT 80° ROW 2 ‘ This survey Is made in conjunction with the Information jruvided by Alleglanea THle. Porqwn By: CRC iMG%, EASEMENTS AND BUILDING LINES ARE BY RECORDED PLAT UNLESS Use of this survey by any other parlles and/or for olhwr urpones shall be at user’s own risk and any! loss resulting from sihar uae alall nat te the wish NOTED, . responslbillly of the undersigned. This Is fo aarllfy fhat | have on | dala made a |Scale: > 2 1) NOTES Aogarding to the F.A.R.M. No. 48113C0155K, ‘this property does jj careful and accurate survey on the ground of the mubject properly. Te plat hereon —_t=-30 _ iy fone X and DOES NOT He within the 100 year flood zone. js a correct ond accurate representation of the properly tines ot dimanslonecore . om Indladted; location and type of buildings are ae shown and PXORMT AS sHown, |Date:_ 01/05/17 ? apparent ac | Accepted by: Dallas, TX, GF NO.: P 214.349. Date: — Purchaser 1667004—ALcP__ | 724572 ; <a Firm No. 1 Purchaser Job No. 1700100 9 nmchgin 7125/23, 12:05 PM Yahoo Mail - 776 Crestview Ct Parking lot 776 Crestview Ct Parking lot From: shahid aziz (shahc2 1@yahoo.com) To: shahc2 1@yahoo.com Date: Tuesday, July 25, 2023 at 11:55 AM CDT Se [WI SIDE FAN 1 TS 7125123, 12:05 PM Yahoo Mail - 776 Crestview Ct Parking lot Circle round 776 Crestview Ct Parking lot Circle round From: shahid aziz (shahc21@yahoo.com) To: shahc2 1@yahoo.com Date: Tuesday, July 25, 2023 at 11:57 AM CDT 7 ae a Fr i erie te ye ee LyeesT Petit rat. Yahoo Mail - 776 Crestview Ct Parking lot outside fopeIT VIEW Oe (gs i i ura 7 & W 7125/23, 12:03 PM 776 Crestview Ct Parking lot outside From: shahid aziz (shahc21@yahoo.com) shahc21@yahoo.com To: Date: Tuesday, July 25, 2023 at 11:58 AM CDT \ HANS OF PEARS) whl, * i MN 1/"4 pon” W 322 aves tl ia ; ne i Bene it 27,977 5Q. FI. 0.64 ACRES Wall TWO STORY BRICK AND FRAME STONE RET. WALL SAN SEWER | SMT. R ="50,00; Yael L = 20). 427%, METERS 98°27 ‘ fe A & Ls CRESTVIEW COURT 80° ROW 2 ‘ This survey Is made in conjunction with the Information jruvided by Alleglanea THle. Porqwn By: CRC iMG%, EASEMENTS AND BUILDING LINES ARE BY RECORDED PLAT UNLESS Use of this survey by any other parlles and/or for olhwr urpones shall be at user’s own risk and any! loss resulting from sihar uae alall nat te the wish NOTED, . responslbillly of the undersigned. This Is fo aarllfy fhat | have on | dala made a |Scale: > 2 1) NOTES Aogarding to the F.A.R.M. No. 48113C0155K, ‘this property does jj careful and accurate survey on the ground of the mubject properly. Te plat hereon —_t=-30 _ iy fone X and DOES NOT He within the 100 year flood zone. js a correct ond accurate representation of the properly tines ot dimanslonecore . om Indladted; location and type of buildings are ae shown and PXORMT AS sHown, |Date:_ 01/05/17 ? apparent ac | Accepted by: Dallas, TX, GF NO.: P 214.349. Date: — Purchaser 1667004—ALcP__ | 724572 ; <a Firm No. 1 Purchaser Job No. 1700100 9 nmchgin 7125/23, 12:05 PM Yahoo Mail - 776 Crestview Ct Parking lot 776 Crestview Ct Parking lot From: shahid aziz (shahc2 1@yahoo.com) To: shahc2 1@yahoo.com Date: Tuesday, July 25, 2023 at 11:55 AM CDT Se [WI SIDE FAN 1 TS 7125123, 12:05 PM Yahoo Mail - 776 Crestview Ct Parking lot Circle round 776 Crestview Ct Parking lot Circle round From: shahid aziz (shahc21@yahoo.com) To: shahc2 1@yahoo.com Date: Tuesday, July 25, 2023 at 11:57 AM CDT 7 ae a Fr i erie te ye ee LyeesT Petit rat. Yahoo Mail - 776 Crestview Ct Parking lot outside fopeIT VIEW Oe (gs i i ura 7 & W 7125/23, 12:03 PM 776 Crestview Ct Parking lot outside From: shahid aziz (shahc21@yahoo.com) shahc21@yahoo.com To: Date: Tuesday, July 25, 2023 at 11:58 AM CDT t 7 Kgevee | --— C608 St & eb i i : po | | kite 4) en i Sg 23 ee aes oa (38 ss i ~ . { iA 1 | * { ' Le | Bor. x dpe veis Hn net meen as ennctea ee Oe eon nt I t ttn }Gxib “ & oe oy wT hs #4 Hello, 9/19/23, 8:35 PM Hello, Here | like to give information about myself. My name is Shahid Aziz and | am ex employee of Pepsico inc. My wife Salma Shaikh and Ex Stylist and beautician. We have together three sons all grown up and moved out. when they living here they also shared the mortgage but after they move out we cannot afford the mortgage so we thinking to sell it but some of our friends give us a idea to turn it partially to Air BNB and they also doing it successfully ,so we did the same way . We are not only enjoying it but also keep us busy after retirement. So 1 do not Know what! should do if we are not able to run Air BNB. We have only two rooms for Air BNB guest and most of the time we allowed only two guest at a time to keep the traffic minimum. We do our best to screen out guest and not allowed any kind of party or gathering. If you have any question please do not hesitate to ask me. Thanks Shahid Aziz Salma Shaikh. 214-516-1500 Page 1 of 1 Mp, Cah m Mea oa Sty. ites Ce 10/2/23, 11:51 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…1/9 3 BR Independent living Upstairs ·4.0 ·6 reviews Coppell, Texas, United States Share Save Show all photos Start your search Airbnb your home 10/2/23, 11:51 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…2/9 Entire bungalow hosted by Shahid 4 guests · 3 bedrooms · 3 beds · 3 baths Self check-in Check yourself in with the smartlock. Experienced host Shahid has 463 reviews for other places. Very quiet and nice place to stay close to all major attractions. Middle of the town one can easily access to all DFW surrounding cites. The space It is upstairs 3BR 3BA With kitchenette. Down stair occupied by other guests… Where you'll sleep Show more Bedroom 1 Bedroom 2 $170 night 4.0 ·6 reviews You won't be charged yet $848 $120 Total before taxes $968 Only 10 hours left to book.The host will stop accepting bookings for your dates soon. 10/2/2023 CHECK-IN 10/7/2023 CHECKOUT 1 guest GUESTS Reserve $170 x 5 nights Airbnb service fee Report this listing 10/2/23, 11:51 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…3/9 What this place oers 5 nights in Coppell 1 queen bed 1 queen bed Kitchen Wi Free parking on premises Pool TV Washer Air conditioning Hair dryer Security cameras on property Show all 19 amenities 10/2/23, 11:51 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…4/9 4.0 · 6 reviews Oct 2, 2023 - Oct 7, 2023 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa October 2023 November 2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Cleanliness 3.8 Accuracy 3.8 Communication 4.7 Location 4.8 Check-in 4.7 Value 4.0 Janice March 2021 · Last minute trip . Clear dates 10/2/23, 11:51 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…5/9 Nageen October 2020 Overall the host was extremely nice and responded very quickly. However, the unit was quite old and can use some serious upgrades. Marisa September 2020 · Last minute trip Great pool! Misti August 2020 We may have lucked out but we ended up with the pool to ourselves. Overall the trip was great, location was great, it had plenty of space for us and Shahid was very hospitable. Shariq July 2020 Please make sure to check which part of the house you’re booking ! Johnny July 2020 Feeling of being home away from home‼ 10/2/23, 11:51 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…6/9 Where you’ll be Coppell, Texas, United States 10/2/23, 11:51 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…7/9 Hosted by Shahid Joined in July 2017 Things to know 469 Reviews Identity veried Work in Real Estate Business Join BnB in 2017. Languages: ﺔﻴﺑﺮﻌﻟا, English, िही, ਪੰਜਾਬੀ Response rate: 89% Response time: within a few hours To protect your payment, never transfer money or communicate outside of the Airbnb website or app. Contact Host House rules Check-in: 12:00 PM - 3:00 PM Checkout before 12:00 AM 4 guests maximum Show more Safety & property Security camera/recording device Carbon monoxide alarm Smoke alarm Show more Cancellation policy Cancel before check-in on Oct 2 for a partial refund. Review the Host’s full cancellation policy which applies even if you cancel for illness or disruptions caused by COVID-19. Show more 10/2/23, 11:51 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…8/9 Support Help Center AirCover Anti-discrimination Hosting Airbnb your home AirCover for Hosts Hosting resources Airbnb Newsroom New features Careers Airbnb United States Texas Dallas County Dallas Explore other options in and around Coppell Fort Worth Vacation rentals Waco Vacation rentals Arlington Vacation rentals Plano Vacation rentals Frisco Vacation rentals Irving Vacation rentals Log Cabin Vacation rentals Denton Vacation rentals Richardson Vacation rentals Unique stays on Airbnb Cabin Rentals Glamping Rentals Beach House Rentals Treehouse Rentals Lakehouse Rentals Tiny House Rentals Camper Rentals 10/2/23, 11:51 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…9/9 Disability support Cancellation options Report neighborhood concern Community forum Hosting responsibly Airbnb-friendly apartments Investors Gift cards Airbnb.org emergency stays English (US)$USD © 2023 Airbnb, Inc. ···Terms Sitemap Privacy Your Privacy Choices 10/2/23, 11:52 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…1/2 3 BR Independent living Upstairs ·4.0 ·6 reviews Coppell, Texas, United States Share Save Entire bungalow hosted by Shahid 4 guests · 3 bedrooms · 3 beds · 3 baths Self check in $170 night 4.0 ·6 reviews 10/2/2023 CHECK-IN 10/7/2023 CHECKOUT Show all photos Start your search Airbnb your home Share Save 10/2/23, 11:52 AM 3 BR Independent living Upstairs - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/43871277?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-02&check_out=2023-10-07&source_impression_id=p3_1696265…2/2 3 BR Independent living Upstairs ·4.0 ·Coppell, Texas, United States Self check-in Check yourself in with the smartlock. Experienced host Shahid has 463 reviews for other places. Very quiet and nice place to stay close to all major attractions. Middle of the town one can easily access to all DFW surrounding cites. The space It is upstairs 3BR 3BA With kitchenette. Down stair occupied by other guests… Where you'll sleep Entire bungalow hosted by Shahid 4 guests · 3 bedrooms · 3 beds · 3 baths Self check in Show more Bedroom 1 1 queen bed Bedroom 2 1 queen bed You won't be charged yet $848 $120 Total before taxes $968 Only 10 hours left to book.The host will stop accepting bookings for your dates soon. $170 night 4.0 · 10/2/2023 CHECK-IN 10/7/2023 CHECKOUT 1 guest GUESTS Reserve $170 x 5 nights Airbnb service fee Report this listing Airbnb your home 10/10/23, 2:08 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-11&check_out…1/6 Economy Room $50/Person Extra guest $10 Share Save Room in Coppell, Texas 1 queen bed · Shared bathroom 4.86 · Hosted by Shahid Superhost · 6 years hosting Room in a home Your own room in a home, plus access to shared spaces. Other guests may use common spaces Shared bathroom You’ll share the bathroom with others. Self check-in Check yourself in with the smartlock. Meet your host 29 reviews $50 night You won't be charged yet $250 $35 Total before taxes $285 10/11/2023 CHECK-IN 10/16/2023 CHECKOUT 1 guest GUESTS Reserve $50 x 5 nights Airbnb service fee Report this listing Show all photos 10/10/23, 2:08 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-11&check_out…2/6 My work: PepsiCo DALLAS TX Speaks Arabic, English, Hindi, and Punjabi Lives in Coppell, TX Work in Real Estate Business Join BnB in 2017. To protect your payment, never transfer money or communicate outside of the Airbnb website or app. About this place Very nice large room private bath Withcomputer desk.very quiet and charming back yard. The space Nice city of Coppell .Close to DFW airport and major highways… Where you'll sleep Shahid Superhost 469 Reviews 4.68 Rating 6 Years hosting Show more Message Host Show more Bedroom 1 queen bed 10/10/23, 2:08 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-11&check_out…3/6 4.86 · 29 reviews What this place oers 5 nights in Coppell Oct 11, 2023 - Oct 16, 2023 Lock on bedroom door Kitchen Wi Free parking on premises Shared pool TV Washer Air conditioning Private patio or balcony Security cameras on property Show all 39 amenities Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa October 2023 November 2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Cleanliness 4.8 Accuracy 4.9 Communication 5.0 Location 5.0 Check-in 5.0 Value 4.9 Clear dates 10/10/23, 2:08 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-11&check_out…4/6 Where you’ll be Things to know Kena June 2023 · Last minute trip Shahid was very kind and had great communication. the space is nice! David July 2022 great room in a nice area. Omar June 2022 Place was clean and has easy safe electronic door lock access to front door and room. Gijsbert May 2022 · Last minute trip a good stay in a very nice neighborhood Lucho May 2022 · Last minute trip wonderful place to stay and very close to everything. perfect for those guys like me that work on the road. Zhane April 2022 · Last minute trip Hosts were nice and had good communication. Beautiful home. I rented room 7 “economy room” . If there were a better description and updated photos I would have booked a room with a bigger bathroom and a bit more private. But for the price it was adequate for the few days I needed to stay. Show more Show all 29 reviews Exact location provided after booking. Map data ©2023 Google 500 m Public Transit Coppell, Texas, United States Close to major highways and shopping centers and restaurants Show more House rules 10/10/23, 2:08 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-11&check_out…5/6 Support Help Center AirCover Anti-discrimination Airbnb United States Texas Dallas County Dallas Explore other options in and around Coppell Fort Worth Vacation rentals Waco Vacation rentals Arlington Vacation rentals Plano Vacation rentals Frisco Vacation rentals Irving Vacation rentals Log Cabin Vacation rentals Denton Vacation rentals Richardson Vacation rentals Other types of stays on Airbnb Dallas vacation rentals Dallas monthly stays Home rentals with a Pool in Dallas House rentals in Dallas House rentals in Texas House rentals in United States Patio rentals in Dallas Family-Friendly rentals in Dallas Washer and dryer rentals in Dallas Check-in after 3:00 PM Checkout before 12:00 PM 1 guest maximum Show more Safety & property Security camera/recording device Carbon monoxide alarm Smoke alarm Show more Cancellation policy Cancel before check-in on Oct 11 for a partial refund. Review the Host’s full cancellation policy which applies even if you cancel for illness or disruptions caused by COVID-19. Show more 10/10/23, 2:08 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-11&check_out…6/6 Disability support Cancellation options Report neighborhood concern Hosting Airbnb your home AirCover for Hosts Hosting resources Community forum Hosting responsibly Airbnb-friendly apartments Airbnb Newsroom New features Careers Investors Gift cards Airbnb.org emergency stays English (US)$USD © 2023 Airbnb, Inc. ···Terms Sitemap Privacy Your Privacy Choices 10/10/23, 2:09 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&category_tag=Tag%3A8678&children=0&enable_m3_private_room=true&infants=0&pets=0&phot…1/9 Economy Room $50/Person Extra guest $10 Share Save Show all photos 10/10/23, 2:09 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&category_tag=Tag%3A8678&children=0&enable_m3_private_room=true&infants=0&pets=0&phot…2/9 Room in Coppell, Texas 1 queen bed · Shared bathroom 4.86 · Hosted by Shahid Superhost · 6 years hosting Room in a home Your own room in a home, plus access to shared spaces. Other guests may use common spaces Shared bathroom You’ll share the bathroom with others. Self check-in Check yourself in with the smartlock. Meet your host My work: PepsiCo DALLAS TX Speaks Arabic, English, Hindi, and Punjabi Lives in Coppell, TX 29 reviews Shahid Superhost 469 Reviews 4.68 Rating 6 Years hosting $50 night You won't be charged yet $250 $35 Total before taxes $285 10/11/2023 CHECK-IN 10/16/2023 CHECKOUT 1 guest GUESTS Reserve $50 x 5 nights Airbnb service fee Report this listing 10/10/23, 2:09 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&category_tag=Tag%3A8678&children=0&enable_m3_private_room=true&infants=0&pets=0&phot…3/9 Work in Real Estate Business Join BnB in 2017. To protect your payment, never transfer money or communicate outside of the Airbnb website or app. About this place Very nice large room private bath Withcomputer desk.very quiet and charming back yard. The space Nice city of Coppell .Close to DFW airport and major … Where you'll sleep Show more Message Host Show more Bedroom 1 queen bed 10/10/23, 2:09 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&category_tag=Tag%3A8678&children=0&enable_m3_private_room=true&infants=0&pets=0&phot…4/9 What this place oers 5 nights in Coppell Oct 11, 2023 - Oct 16, 2023 Lock on bedroom door Kitchen Wi Free parking on premises Shared pool TV Washer Air conditioning Private patio or balcony Security cameras on property Show all 39 amenities Su Mo Tu We Th Fr Sa Su Mo Tu 10/10/23, 2:09 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&category_tag=Tag%3A8678&children=0&enable_m3_private_room=true&infants=0&pets=0&phot…5/9 4.86 · 29 reviews October 2023 Novem Cleanliness 4.8 Accuracy 4.9 Communication 5.0 Location 5.0 Check-in 5.0 Value 4.9 Kena June 2023 · Last minute trip Shahid was very kind and had great communication. the space is nice! David July 2022 great room in a nice area. Omar June 2022 Place was clean and has easy safe electronic door lock access to front door and room. Gijsbert May 2022 · Last minute trip a good stay in a very nice neighborhood Lucho May 2022 · Last minute trip 10/10/23, 2:09 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&category_tag=Tag%3A8678&children=0&enable_m3_private_room=true&infants=0&pets=0&phot…6/9 Where you’ll be Things to know wonderful place to stay and very close to everything. perfect for those guys like me that work on the road. Zhane April 2022 · Last minute trip Hosts were nice and had good communication. Beautiful home. I rented room 7 “economy room” . If there were a better description and updated photos I would have booked a room with a bigger bathroom and a bit more private. But for the price it was adequate for the few days I needed to stay. Show more Show all 29 reviews Coppell, Texas, United States Close to major highways and shopping centers and restaurants Show more House rules Check-in after 3:00 PM 10/10/23, 2:09 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&category_tag=Tag%3A8678&children=0&enable_m3_private_room=true&infants=0&pets=0&phot…7/9 Airbnb United States Texas Dallas County Dallas Explore other options in and around Coppell Fort Worth Vacation rentals Waco Vacation rentals Arlington Vacation rentals Plano Vacation rentals Frisco Vacation rentals Irving Vacation rentals Log Cabin Vacation rentals Denton Vacation rentals Richardson Vacation rentals Checkout before 12:00 PM 1 guest maximum Show more Safety & property Security camera/recording device Carbon monoxide alarm Smoke alarm Show more Cancellation policy Cancel before check-in on Oct 11 for a partial refund. Review the Host’s full cancellation policy which applies even if you cancel for illness or disruptions caused by COVID-19. Show more 10/10/23, 2:09 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&category_tag=Tag%3A8678&children=0&enable_m3_private_room=true&infants=0&pets=0&phot…8/9 Support Help Center AirCover Anti-discrimination Disability support Cancellation options Report neighborhood concern Hosting Airbnb your home AirCover for Hosts Hosting resources Community forum Hosting responsibly Airbnb-friendly apartments Airbnb Newsroom New features Careers Investors Other types of stays on Airbnb Dallas vacation rentals Dallas monthly stays Home rentals with a Pool in Dallas House rentals in Dallas House rentals in Texas House rentals in United States Patio rentals in Dallas Family-Friendly rentals in Dallas Washer and dryer rentals in Dallas 10/10/23, 2:09 PM Economy Room $50/Person Extra guest $10 - Houses for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/32793655?adults=1&category_tag=Tag%3A8678&children=0&enable_m3_private_room=true&infants=0&pets=0&phot…9/9 Gift cards Airbnb.org emergency stays English (US)$USD © 2023 Airbnb, Inc. ···Terms Sitemap Privacy Your Privacy Choices 10/10/23, 2:09 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/33406494?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-14&check_out…1/9 Large Room with private bath Share Save Show all photos 10/10/23, 2:09 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/33406494?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-14&check_out…2/9 Room in Coppell, Texas 1 queen bed · Shared bathroom 4.65 · Hosted by Shahid Superhost · 6 years hosting Room in a bungalow Your own room in a home, plus access to shared spaces. Other guests may use common spaces Shared bathroom You’ll share the bathroom with others. Shahid is a Superhost Superhosts are experienced, highly rated Hosts. Meet your host My work: PepsiCo DALLAS TX Speaks Arabic, English, Hindi, and Punjabi Lives in Coppell, TX 20 reviews Shahid Superhost 469 Reviews 4.68 Rating 6 Years hosting $47 night You won't be charged yet $245 -$10 $33 Total before taxes $268 10/14/2023 CHECK-IN 10/19/2023 CHECKOUT 1 guest GUESTS Reserve $49 x 5 nights Long stay discount Airbnb service fee Report this listing 10/10/23, 2:09 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/33406494?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-14&check_out…3/9 Work in Real Estate Business Join BnB in 2017. To protect your payment, never transfer money or communicate outside of the Airbnb website or app. About this place The space Close to everything thing Guest access Swimming pool Relaxing back yard Where you'll sleep What this place oers Show more Message Host Bedroom 1 queen bed Lock on bedroom door Kitchen 10/10/23, 2:09 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/33406494?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-14&check_out…4/9 5 nights in Coppell Oct 14, 2023 - Oct 19, 2023 Wi Free parking on premises Pool TV Washer Dryer Air conditioning Security cameras on property Show all 34 amenities Su Mo Tu We Th Fr Sa Su Mo Tu October 2023 Novem 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5 6 7 12 13 14 19 20 21 26 27 28 10/10/23, 2:09 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/33406494?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-14&check_out…5/9 4.65 · 20 reviews Cleanliness 4.5 Accuracy 4.7 Communication 5.0 Location 4.8 Check-in 4.9 Value 4.5 Regina January 2022 Well I was supposed to stay here but somehow ended up at his other property even though my reservation said it was HERE. It was a huge inconvenience. He did refund all my money and did communicate when I brought it to his attention that I was not where I signed up to be. Still it’s… Show more Courtney April 2021 Shahid’s place is great when you need a place to go. Cheaper than a hotel with more room. Claude February 2020 Exactly what is described on the Airbnb webpage. Very clean. Claude February 2020 Shahid is an awesome host. He was very responsive and operates a very clean and professional Airbnb. Overall great experience. John December 2019 Enjoy! Shahid is very responsive. 10/10/23, 2:09 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/33406494?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-14&check_out…6/9 Where you’ll be Coppell, Texas, United States Things to know Bruce December 2019 Shahid is a great host, very responsive to any questions, needs or concerns. The room is quite large and comfortable. Plenty of closet space & comfy bed. Also a great neighborhood, very quiet. I would most denitely stay here again. Show more Show all 20 reviews House rules 2 guests maximum Show more Safety & property Security camera/recording device Carbon monoxide alarm 10/10/23, 2:09 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/33406494?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-14&check_out…7/9 Airbnb United States Texas Dallas County Dallas Explore other options in and around Coppell Fort Worth Vacation rentals Waco Vacation rentals Arlington Vacation rentals Plano Vacation rentals Frisco Vacation rentals Irving Vacation rentals Log Cabin Vacation rentals Denton Vacation rentals Richardson Vacation rentals Unique stays on Airbnb Smoke alarm Show more Cancellation policy Cancel before check-in on Oct 14 for a partial refund. Review the Host’s full cancellation policy which applies even if you cancel for illness or disruptions caused by COVID-19. Show more 10/10/23, 2:09 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/33406494?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-14&check_out…8/9 Support Help Center AirCover Anti-discrimination Disability support Cancellation options Report neighborhood concern Hosting Airbnb your home AirCover for Hosts Hosting resources Community forum Hosting responsibly Airbnb-friendly apartments Airbnb Newsroom New features Careers Investors Gift cards Airbnb.org emergency stays Treehouse Rentals Beach House Rentals Tiny House Rentals Camper Rentals Cabin Rentals Glamping Rentals Lakehouse Rentals 10/10/23, 2:09 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/rooms/33406494?adults=1&children=0&enable_m3_private_room=true&infants=0&pets=0&check_in=2023-10-14&check_out…9/9 English (US)$USD © 2023 Airbnb, Inc. ···Terms Sitemap Privacy Your Privacy Choices 10/10/23, 2:10 PM Large Room with private bath - Bungalows for Rent in Coppell, Texas, United States - Airbnb https://www.airbnb.com/split-stays/33406494?adults=1&category_tag=Tag%3A8678&location=776 Crestview Court%2C Coppell%2C TX&split_stays_…1/1 Large Room with private bath Share Save Room in Coppell, Texas 1 queen bed · Shared bathroom 4.65 · Hosted by Shahid Superhost · 6 years hosting Room in a bungalow 20 reviews $42 night CANCELLATION POLICIES f d bl 10/17/2… CHECK-IN 10/21/2… CHECKOUT 1 guest GUESTS Show all photos Two stays in Valley Ranch less than 1 mile apart Oct 14 – 17 Valley Ranch Oct 17 – 21 Valley Ranch ITEM # 7 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE No.: PD-213R7-H, Live/Work Lost Creek Addition, Lots1-5, 6X, Block A P&Z HEARING DATE: October 19, 2023 C.C. HEARING DATE: November 14, 2023 STAFF REP.: Mary Paron-Boswell, AICP, Sr. Planner LOCATION: NEC of S. Coppell Road & Heath Lane SIZE OF AREA: 0.71 acres CURRENT ZONING: PD-213R6-H (Planned Development District-213 Revision 6 - Historic) REQUEST: A zoning change request from PD-213R6-H (Planned Development-213 Revision 6 – Historic) to PD-213R7-H (Planned Development-213 Revision 7 – Historic) to revise the Detail Site Plan for the five, two-story live/work buildings by enclosing the outdoor alcove area (70-sf); allowing up to 800-sf of retail use for each building; and allowing the west porches for buildings A, C, and E to have a covered gabled roof. APPLICANT: Applicant Architect Chris Collins, Christopher Realty Group Greg Frnka, GPF Architects, LLC. 564 S. Coppell Road 549 E. Sandy Lake, Suite 100 Coppell, TX. 75019 Coppell, TX. 75019 (214) 477-0320 (972) 304-9988 chriscollins@kw.com gfrnka@gpfarchitects.com HISTORY: In April of 2002, Council accepted the Old Coppell Master Plan as a guide for development of the subject property. In March 2011, Coppell 2030- A Comprehensive Master Plan was adopted by Council, which incorporated the concepts of the Old Coppell Master Plan. The subject property was part of a rezoning in 2007, that established 25 townhome lots to the east and commercial/office/retail on this lot. In November 2015, Council approved the Lost Creek Phase II Live/work units across Heath Lane from this request, which consisted of 3 live/work units. Subsequently, during the construction of the units, a request for a revision to the Planned Development zoning to allow a variance to the requirement to build a screening wall on the east property line of that lot was denied. A six-foot brick wall has since been constructed. ITEM # 7 Page 2 of 3 In August 2018, Council approved a zoning change request to allow two live/work units to the north of this property on McNear and S Coppell Road. A variance to the wall requirement was approved in that instance. In 2021, Council approved a development to construct five speculative live/work units and one common area parking lot. HISTORIC COMMENT: This property has no historical significance. TRANSPORTATION: Coppell Road is a C2U, concrete two-lane undivided street with curb and gutter contained within a 60-foot right-of-way. Heath Lane is a concrete residential street with curb and gutter contained within a 50-foot right-of-way. No parking is allowed along the segment of Heath Lane abutting this property. SURROUNDING LAND USE & ZONING: North: commercial building; “H”, Historic South: three live/work units; Planned Development-213R4-H East: single family residences: Planned Development-213R2-H West: retail (Robertson Pools); Planned Development-216-H COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as appropriate for Old Coppell Historic District uses. DISCUSSION: The applicant is proposing to construct five speculative live/work units and one common area parking lot, with one unit currently under construction. The applicant is requesting to make a couple of changes to the exterior of the building: a) the ability to enclose the 70-sf alcove on the south side of the buildings; b) the ability to extend the roofline on buildings A, C, and E over the second-floor balcony. The interior floorplan will be finalized with the retention of a buyer. The enclosure of the alcove areas will be offset by extending the garage area, so the air-conditioned space will remain the same. The other request is to allow the option of up to 800- sf of retail/service use on the first floor per building, where currently the PD allows for professional office uses and one medical office use. This change will not require any changes in the amount of parking required. The HOA documents will need to be amended to reflect the maximum allowable square footage for retail per unit. Parking: There are a total of 33 parking spaces proposed: - 11 on-street parking spaces on Coppell Road, - each lot will have a two-car garage for the occupants and three dedicated parking spaces located behind each of the garages, and - seven shared parking spaces on a common area lot, accessed from the driveway on Heath at the rear of the units. - Limit the amount of retail to 800-sf of the ground floor to not impact parking requirements. The development had one unit parked at the most intensive use (1:175 sf), thereby allowing for the most flexibility of uses. The plans have been updated to include the parking data on the Site Data Table of the Site Plan. ITEM # 7 Page 3 of 3 RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the request subject to the following PD conditions: 1. There may be additional comments during the building permit and detailed engineering review. 2. Submit draft HOA documents for City Attorney review prior to new building permits. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Plan 2. Revised Elevations SITE PLAN Scale: 1"=10'Site Data Parking SummaryPlanned Development ConditionsPurpose Statement BLDG 1 SOUTH ELEVATIONScale: 1/4" = 1'-0"BLDG 1 WEST ELEVATIONScale: 1/4" = 1'-0"BLDG 1 EAST ELEVATIONScale: 1/4" = 1'-0"ORIGINAL PD WITH RECESSED ENTRANCEScale: 1/8" = 1'-0"BLDG 1 SOUTH ELEVATION ORGINAL RECESSED Scale: 1/4" = 1'-0"ENTRANCEOPTIONAL ENTRANCEScale: 1/4" = 1'-0" BLDGS 2 & 4 SOUTH ELEVATIONScale: 1/4" = 1'-0"BLDGS 2 & 4 WEST ELEVATIONScale: 1/4" = 1'-0"BLDGS 2 & 4 EAST ELEVATIONScale: 1/4" = 1'-0"BLDGS 2 & 4 WEST SOUTH ELEVATIONScale: 1/8" = 1'-0"ORIGINAL PD WITH RECESSED ENTRANCEORGINAL RECESSED Scale: 1/4" = 1'-0"ENTRANCEOPTIONAL ENTRANCEScale: 1/4" = 1'-0" BLDG 3 SOUTH ELEVATIONScale: 1/4" = 1'-0"BLDGS 3 WEST ELEVATIONScale: 1/4" = 1'-0"BLDGS 3 EAST ELEVATIONScale: 1/4" = 1'-0"ORGINAL RECESSED Scale: 1/4" = 1'-0"ENTRANCEOPTIONAL ENTRANCEScale: 1/4" = 1'-0"ORIGINAL PD WITH RECESSED ENTRANCEScale: 1/8" = 1'-0"BLDGS SOUTH ELEVATION BLDG 5 SOUTH ELEVATIONScale: 1/4" = 1'-0"BLDG 5 WEST ELEVATIONScale: 1/4" = 1'-0"BLDG 5 EAST ELEVATIONScale: 1/4" = 1'-0"BLDG 5 SOUTH ELEVATIONScale: 1/8" = 1'-0"ORIGINAL PD WITH RECESSED ENTRANCEORGINAL RECESSED Scale: 1/4" = 1'-0"ENTRANCEOPTIONAL ENTRANCEScale: 1/4" = 1'-0" BLDG 5 NORTH ELEVATIONScale: 1/4" = 1'-0"BLDGS 1 & 3 NORTH ELEVATIONScale: 1/8" = 1'-0"BLDGS 2 & 4 NORTH ELEVATIONScale: 1/8" = 1'-0" BLDG 1 SOUTH ELEVATIONScale: 1/4" = 1'-0"BLDG 1 WEST ELEVATIONScale: 1/4" = 1'-0"BLDG 1 EAST ELEVATIONScale: 1/4" = 1'-0"ORIGINAL PD WITH RECESSED ENTRANCEScale: 1/8" = 1'-0"BLDG 1 SOUTH ELEVATION ORGINAL RECESSED Scale: 1/4" = 1'-0"ENTRANCEOPTIONAL ENTRANCEScale: 1/4" = 1'-0" BLDGS 2 & 4 SOUTH ELEVATIONScale: 1/4" = 1'-0"BLDGS 2 & 4 WEST ELEVATIONScale: 1/4" = 1'-0"BLDGS 2 & 4 EAST ELEVATIONScale: 1/4" = 1'-0"BLDGS 2 & 4 WEST SOUTH ELEVATIONScale: 1/8" = 1'-0"ORIGINAL PD WITH RECESSED ENTRANCEORGINAL RECESSED Scale: 1/4" = 1'-0"ENTRANCEOPTIONAL ENTRANCEScale: 1/4" = 1'-0" BLDG 3 SOUTH ELEVATIONScale: 1/4" = 1'-0"BLDGS 3 WEST ELEVATIONScale: 1/4" = 1'-0"BLDGS 3 EAST ELEVATIONScale: 1/4" = 1'-0"ORGINAL RECESSED Scale: 1/4" = 1'-0"ENTRANCEOPTIONAL ENTRANCEScale: 1/4" = 1'-0"ORIGINAL PD WITH RECESSED ENTRANCEScale: 1/8" = 1'-0"BLDGS SOUTH ELEVATION BLDG 5 SOUTH ELEVATIONScale: 1/4" = 1'-0"BLDG 5 WEST ELEVATIONScale: 1/4" = 1'-0"BLDG 5 EAST ELEVATIONScale: 1/4" = 1'-0"BLDG 5 SOUTH ELEVATIONScale: 1/8" = 1'-0"ORIGINAL PD WITH RECESSED ENTRANCEORGINAL RECESSED Scale: 1/4" = 1'-0"ENTRANCEOPTIONAL ENTRANCEScale: 1/4" = 1'-0" BLDG 5 NORTH ELEVATIONScale: 1/4" = 1'-0"BLDGS 1 & 3 NORTH ELEVATIONScale: 1/8" = 1'-0"BLDGS 2 & 4 NORTH ELEVATIONScale: 1/8" = 1'-0" ITEM # 8 Page 1 of 6 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD-312-HC, Lovett Coppell Business Park P&Z HEARING DATE: October 19, 2023 C.C. HEARING DATE: November 14, 2023 STAFF REP.: Matthew Steer, AICP, Development Services Administrator LOCATION: Northeast corner of S.H. 121 and Business 121 SIZE OF AREA: 17.7 acres of property CURRENT ZONING: HC (Highway Commercial) REQUEST: A zoning change request from HC (Highway Commercial) to PD-312-HC (Planned Development-312-Highway Commercial) to allow the Conceptual Plan for a 14,100-sf, 2-story office building and a 18,200-sf, 2-story office/retail building and a Detail Plan for a retention pond and a 257,600 square foot office/warehouse on approximately 17.7 acres of property located at the northeast corner of SH 121 and Business 121 and an amendment to the 2030 Comprehensive Master Plan from Freeway Special District to Industrial Special District on the 13.2 acre office/warehouse portion APPLICANT: Developer: Engineer: . Colby Everett Dan Gallagher, P.E Lovett Industrial, LLC Kimley-Horn & Associates, Inc. 127 Howell Street 2600 N Central Expressway, Ste 400 Dallas, Texas 75207 Richardson, Texas 75080 Colby.Everett@LovettIndustrial.com Dan.Gallagher@Kimley-Horn.com Property Owners: . Richard Lee Flournoy Mary Sue Flournoy Trust WCH Family Partnership LTD Jeffrey S. Howsley Andrea L. Howsley Parker Carol Ann Howsley HISTORY: In 2003, the Planning and Zoning Commission called a series of public hearings to determine the appropriate zoning along the limited frontages the City of Coppell has along freeways. The intent of this initiative, which was adopted by City Council, was to revise the 1996 Future Land Use Plan and to rezone these properties from Light Industrial to Highway Commercial to “allow the land owners significant flexibly in development options to take advantage of the highway access ITEM # 8 Page 2 of 6 while assuring compliance with the vision for the City’s most visible corridors”. The 2030 Comprehensive Plan reinforced this vision by designating this property as Freeway Special District. Throughout the years, we have had preliminary discussions with developers on what was allowed to be developed in the area, we have never received a formal application until this one. HISTORIC COMMENT: This property does not have any historic significance. TRANSPORTATION: State Highway 121 is a state highway built to standard. Business 121 is a state highway built to standard. SURROUNDING LAND USE & ZONING: North: Vacant land; LI (Light Industrial) South: SH 121 & Westhaven; PD-255-SF (Planned Development-255-Single Family) East: Vacant land & Concrete Batch Plant; HC (Highway Commercial) West: Vacant land; HC (Highway Commercial) COMPREHENSIVE PLAN: The Coppell 2030 Comprehensive Master Plan shows this property as Freeway Special District. DISCUSSION: This is a three-part request. Part one is to establish a Conceptual Planned Development for two office/retail lots, an office/warehouse use and a retention pond on 17.7 acres of property. Part two is a Detail Planned Development for a 257,600 square foot office/warehouse building and retention pond on 14.7 acres represented in red (Lot 1) on the Lot Lines/Area Exhibit. The third part is also associated with the office/warehouse component, which requires a change to the future land use map from Freeway Special District to Industrial Special District for Lot 1 (not including the retention pond). The subject property was a part of a city-initiated effort, 20 years ago, to establish Highway Commercial (HC) zoning along the freeway frontages to enhance development standards, ensuring that the limited freeway frontage and entry portals into the City of Coppell are of the high-quality developments envisioned. The request is to retain the base zoning of Highway Commercial District with specific PD Conditions (See attached Proposed Conditions Exhibit). The 2030 Master Plan adopted in 2011, echoed that intent by designating this area as Freeway Special District, which also speaks to site elements including: “Focal Points - Corners of major intersections should include a “focal point” near major intersections and around “gateway” areas. Focal points should include vertical architectural features, fountains, public art, and/or public plazas. Concept Plan This property is located at the northeast corner of SH 121 and Business 121. The purpose of the Concept Plan is to establish the preliminary layout of uses and ITEM # 8 Page 3 of 6 circulation patterns to support the different phases of development. The office/warehouse is proposed for the first phase, to be constructed on the northern portion of the site, adjacent to a Light Industrial vacant property to the north which is partially located in Lewisville. To the east is a concrete batch plant & vacant land and to the west is vacant land. The proposal includes a retention pond to be located to the south along the frontage road of SH 121. Lots 2 and 3 are planned for 2 story office and office/retail buildings that will bookend the retention pond for Lot 1. No tenants are currently proposed for these two lots and the layouts are expected to change based on the user. A detail plan will be required to come back through the zoning process for each of these lots if there are significant changes from what is shown. If not, then, the detail plans may be processed administratively. The proposal includes enhanced landscaping throughout the property, including a walking trail around the central retention pond with an artistic fountain within the pond serving as a focal feature for the project. to be located to the south along the frontage road of SH 121. Traffic Impact Analysis There are three drives serving as access to/from the property. Two of which access the SH 121 frontage road and one with access to Business 121. Each access point has a drive aisle leading to and from the office/warehouse site. A Traffic Impact Analysis has been submitted for this property and is attached. This provided analysis of the three proposed drives and does not warrant that a decel lane be constructed at any of them. The trip generation is a lower intensity than if the property were to be developed at full retail. Half of the inbound truck traffic will be at the easternmost entrance from SH 121 frontage and the other half of the truck traffic will be from Business 121. All trucks exiting the site are expected to leave from the Business 121 driveway. Sign Included in this Detail Plan is a conceptual request for a multi-tenant monument sign. The sign will be further defined through the permitting process and shall be compliant with the sign section of the Zoning Ordinance. This is intended to be shared amongst the tenants for each of the lots. Additional monuments may be allowed on other lots. PD Conditions This application includes a comprehensive list of PD conditions to address the development of this site. This can be found in the Proposed PD Conditions Exhibit (attached). In addition to those conditions, a condition related to allowing greater than 50% of the required parking in the front yard will be needed for the two commercial properties as shown. As noted on the conceptual elevations, the proposed materials and colors will remain consistent throughout the project. This too, will need to be added to the PD Conditions list. The multi-tenant monument sign will also need to be listed in order to allow all tenant names throughout the development, regardless of which lot they are located. The perimeter trees for Lot 1 have been relocated from the north and east to provide trees where they would have more impact on the aesthetics of the site and won’t impact the proposed retaining walls. ITEM # 8 Page 4 of 6 Building Elevations and Signage The conceptual office and office/retail buildings contain the same materials as the office/warehouse except for much less tilt wall. They will be primarily constructed of darker grey 8” X 24” smooth stone (limestone), grey texture coated concrete, metal panel and storefront aluminum. The glazing will be a transparent bluish color. The exact colors are listed on the elevation sheet. Detail Site Plan – Office/Warehouse The 257,600 square foot office/warehouse proposed is proposed to be located on the northern portion of the entire site and would the first phase of development. It is proposed to be constructed on 14.7 acres along with the retention pond area. This is adjacent to a vacant tract of land to the north that is currently zoned for light industrial uses. Dock doors will be located on the northern portion of the building and a screening wing wall will be constructed on the west end of the truck court area. This is a speculative building and could be used for one or multiple tenants. The south side of the building has car parking spaces adjacent to it and the north will have truck parking. The applicant is requesting an exception to the parking requirement for warehouse to be one parking space for each employee on the maximum working shift plus space to accommodate all trucks and other vehicles used in connection therewith, but not less than one parking space for each 2,000 square feet of floor area. The standard warehouse parking ratio listed in the Zoning Ordinance is one parking space per 1,000 square feet. If this exception is granted at 1 parking space per 2,000 square feet and given 5% of the proposed building will be devoted to office use which is calculated at a one parking space per 300 square feet ratio, then 146 parking spaces will be required. The proposal is showing 175 parking spaces. No outside storage is proposed on this site. Building Elevation & Signage The building is approximately 50 feet in height. It will be made of concrete tilt wall with form liner and reveals. This will consist of three main colors - beige, darker beige and a light grey, all neutral in color. Clerestory windows and reveals will be added between each of the entries to add interest to the long expanse of the wall. The entries will have 8” X 24” smooth stone, light grey in color and an aluminum and glass storefront system with metal panels accenting the entries. Building signage will need to comply with the sign requirements of the Zoning Ordinance. Landscape Plans (4” cal. trees) & Tree Mitigation (3 Tree Preservation Plans) The Landscape Plans provided show that Lots 1-3 meet the minimum area requirements. Lots 2 & 3 meet the tree planting requirements. The office/warehouse site (Lot 1) contains a retaining wall along the east and north property line. The required perimeter trees (one per 50’) have been relocated from this area to provide trees where they would have more impact on the aesthetics of the site and won’t impact the retaining walls. In the color Landscape Plan, these are depicted in purple. The required interior (parking lot) trees are shown in green and the nonvehicular trees are shown in brown. The overstory trees have been upgraded to 4” caliper where only 3” caliper is required. In the detail plan for the office/warehouse, there are slight discrepancies within the chart totals to what is shown as required/provided and what is listed in the plant schedule. This will need ITEM # 8 Page 5 of 6 to be corrected prior to moving forward to Council, as the landscaping credit that goes toward tree mitigation will change slightly. In terms of tree mitigation, the applicant is clear cutting the entire site. They have put together three different tree mitigation plans for reference, each with differing exemptions: 1. No exemptions from tree mitigation (7,522 caliper inches being removed totaling $1,512,050 in mitigation fees after a landscape credit has been applied); 2. The building footprints exempted from mitigation (5,418 caliper inches being removed outside of that area, totaling $1,096,920 in mitigation fees after a landscape credit has been applied); and 3. The building footprints, fire lanes, public easements and retention areas exempted from mitigation (2,532 caliper inches being removed outside of those areas, totaling $465,650 in mitigation fees after a landscape credit has been applied). The applicant is requesting that the last of the Tree Mitigation Plans be used. This exempts all building footprints, fire lanes, public easements and retention areas from the tree mitigation and is listed as a PD condition. This will be the City Council’s purview, and not something that Planning and Zoning Commission will act on. Land Use Amendment As mentioned above, this property was a part of a city-initiated effort, 20 years ago, to establish Highway Commercial (HC) zoning along the freeway frontages to enhance development standards, ensuring that the limited freeway frontage and entry portals into the City of Coppell are of the high-quality developments envisioned. The 2030 Master Plan adopted in 2011, echoed that intent by designating this area as Freeway Special District. The request before you will leave the 4.5 acres fronting on SH 121, Freeway Special District and the 13.2 acres located to the north to Industrial Special District. The proposed request will provide a 257,600-sf office warehouse building adjacent to another property with industrial zoning to the north. The access to and from the site is challenging because of one way highway frontage. The applicant has demonstrated that it is virtually impossible to construct a drive that connects this property from SH 121 to Vista Ridge Boulevard to the north to improve the situation because of significant grade change. For these reasons and because the applicant has provided enhancements to the building in the form of building height, entry enhancements, glazing and articulations. Staff is not opposed to the Land Use Designation for this 13.2-acre portion be amended back to Industrial Special District. RECOMMENDATION: Staff is recommending APPROVAL subject to the following conditions: 1. Additional comments may be generated upon detailed engineering review. 2. On the Landscape Plan for Lot 1, rectify discrepancies between trees shown on the within the chart totals to what is listed as required/provided and what is listed in the plant schedule. 3. Include the wing wall height as 16 feet or greater on the Site Plan and depict on the Elevations for Lot 1. 4. The Proposed PD Conditions Exhibit be modified to include the following conditions: ITEM # 8 Page 6 of 6 a. Greater than 50% of the required parking shall be allowed in the front yard for the two commercial properties, as shown. b. The proposed materials and colors will remain consistent throughout the PD, as noted on the Conceptual Elevations. c. The multi-tenant monument sign shall be allowed to display tenant names throughout the conceptual development, regardless of which lot they are located. d. The perimeter trees for Lot 1 shall be allowed to be as shown on the Detail Landscape Plan for Lot 1 due to the retaining wall on the north and east perimeters. 5. Ensure the chart on the Concept and Detail Site Plans correctly reflect the Proposed PD Conditions Exhibit, as modified. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Concept Plan (Lots 1-3) 2. Detail Site Plan (Lot 1) 3. Lot Lines & Area Exhibit 4. Landscape Plan - Color 5. Tree Preservation Plans (No Exemption) 6. Tree Preservation Plans (Building Pad Exempt) 7. Tree Preservation Plans (Building Pad, Fire Lanes, Public Easements and Retention Areas Exempt) 8. Elevations - Detail Office-Warehouse Lot 1 9. Elevations - Conceptual Office Lot 2 10. Elevations - Conceptual Office/Retail Lot 3 11. Color Renderings 12. Traffic Impact Analysis 13. Letter of Intent 14. Proposed PD Conditions Exhibit APPROX. CITY LIMIT LINE CITY OF LEWISVILLE CITY OF COPPELL N42°23'04"E 103.05' N89°15'27"E 954.83'S0°08'11"E491.67'N6 7 ° 1 4 ' 0 0 " W 49. 8 4 ' N69 ° 1 3 ' 5 4 " W 109. 7 4 ' N74° 2 0 ' 5 2 " W 109.5 2 ' N77°34 ' 5 4 " W 218.07' N80°45'04 " W 217.04' N83°10'40"W 108.40' S87°56'09"W 238.76'N0°04'14"W625.29'APPROX. CITY LIMIT LINE CITY OF LEWISVILLE CITY OF COPPELL N42°23'04"E 103.05' N89°15'27"E 954.83'S0°08'11"E491.67'N6 7 ° 1 4 ' 0 0 " W 49. 8 4 ' N69 ° 1 3 ' 5 4 " W 109. 7 4 ' N74° 2 0 ' 5 2 " W 109.5 2 ' N77°34 ' 5 4 " W 218.07' N80°45'04 " W 217.04' N83°10'40"W 108.40' S87°56'09"W 238.76'N0°04'14"W625.29'LOT 3 (1.89AC) PROPOSED BUILDING 3 (18,200 SF)FLF L F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 14141314143 15 14 14 14 14 15 11 14 FL FL FL F L FLFLFLFLFLFLFLFLFLFL67 3 8 FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL9FL88 5 4 4 4 6 9 8 4 7 11 3 8 6 LOT 1 (14.69AC) PROPOSED BUILDING 1 (257,600 SF)STATE HIGH WAY 121 BUSINESS(A VARIABLE WIDTH RIGHT-OF- WAY) STATE HIGH W A Y 1 2 1 B Y P A S S (A VARIABLE W I D T H R I G H T - O F - W A Y ) 5' SIDEWALKADA PARKING 5' SIDEWALK ADA PARKING ADA PARKING EXISTING PAVEMENT (TYP.) EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING PAVEMENT (TYP.) PROPOSED TRAILER STORAGE POTENTIAL MONUMENT SIGN LOT 2 (1.11AC) PROPOSED BUILDING 2 (14,100 SF) BUILDING SETBACK 15' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER10' LANDSCAPE BUFFER 18.0'(TYP.)9.0' (TYP.)18.0'(TYP.)9.0' (TYP.)18.0'(TYP.)9.0' (TYP.)18.0'(TYP.)9.0' (TYP.)55.0'(TYP.)141.0'26.0'FIRELANEPROPOSED RETENTION POND ±52 3 ' T O E X I S T I N G S I D E W A L K±814 TO EXISTIN G SIDE WALK HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL PART THREE STATE OF TEXAS C.C.F.N. 97-R0089415 R.P.R.D.C.T. VOL. 68, PG. 962 D.R.D.C.T. CALLED 5.086 ACRES STATE OF TEXAS C.C.F.N. 95-R0045329 R.P.R.D.C.T. PART TWO CALLED 5.576 ACRES STATE OF TEXAS VOL. 95178, PG. 2292 C.C.F.N. 95-R0056705 R.P.R.D.C.T. PART OF CALLED 145.230 ACRES HAWKEYE REALTY SCHREIBER LP INST. NO. 2008-72708 FOR DESCRIPTION SEE VOL. 553, PG. 452 D.R.D.C.T. PART OF CALLED 145.230 ACRES HAWKEYE REALTY SCHREIBER LP INST. NO. 2008-72708 O.R.D.C.T. FOR DESCRIPTION SEE VOL. 553, PG. 452 D.R.D.C.T. MEASURED EAST LINE OF CALLED 145.230 ACRE TRACT MEASURED WEST LINE OF CALLED 145.230 ACRE TRACT TRACT THREE CALLED 8.00 ACRES TEXAS INDUSTRIES, INC. C.C.F.N. 94-11703 R.P.R.D.C.T. AREA OF UNKNOWN OWNERSHIP CALLED 1.10 ACRES SH 121 BYPASS RD LLC INST. NO. 2022-152886 O.R.D.C.T. CALLED 0.21 ACRES SH 121 BYPASS RD LLC INST.NO. 2022-152886 O.R.D.C.T.CALLED 1.10 ACRESPRAGATHI VENTURES LLCINST. NO. 2021-169938O.R.D.C.T.CALLED 6.0179 ACRES STATE OF TEXAS VOL. 2662, PG. 170 D.R.D.C.T. HIGHWAY COMMERCIAL 920.0' 10.0' 30.0' FIRE LANE ±13.1±13.1'185.0'280.0'10.0'62.0'880.0' 828.0'26.0'FIRE LANE106.6'±212.4' TO EXISTING DRIVEWAY 30.0'FIRE LANE10.0' 30.0' FIRE LANE ±899.3'50.0'70.0'86.9' 24.0' FIRELANE 14.2'130.0'23.5' 30.0' FIRELANE ±14.2'26.0'FIRELANE20.0'6.1'±37.0'18.0'18.0'18.0' 24.0' 26.0' FIRELANE 30.0'12.0' R30' R30' R60' R30' R60' R30' R30'R30' R30' R30' ±11.6' R30'R30' R30' R30' R30' R30' R30' R30' R30' PROPOSED PUBLIC WATER EASEMENT PROPOSED PRIVATE SANITARY SEWER EASEMENT PROPOSED LOADING BAYS ±23.4'24.0'FIRELANE9.5' R30' R30'±47.9'BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK R30' R30' 12.0' (TYP.) PROPOSED COMBINED UTILITY EASEMENT MUTUAL ACCESS AND FIRELANE EASEMENT MUTUAL ACCESS AND FIRELANE EASEMENT PROPOSED RETAINING WALL MAX HEIGHT: 22' AVG HEIGHT: 15' TOTAL LENGTH: ±1400 LF PROPOSED RETAINING WALL MAX HEIGHT: 12' AVG HEIGHT: 9' TOTAL LENGTH: ±625 LF PROPOSED RETAINING WALL MAX HEIGHT: 22' AVG HEIGHT: 15' TOTAL LENGTH: ±1400 LF PROPOSED RETAINING WALL MAX HEIGHT: 11' AVG HEIGHT: 9' TOTAL LENGTH: ±935 LF PROPOSED BENCH (TYP.) PROPOSED FOUNTAIN (TYP.) N89°55'46"E 349.01' S0°04'43"E 149.19'N0°04'12"W 218.98' N89°55'47"E 313.45' BUILDING SETBACK 30.0'±11.6' R30'2.6'18.0'10.0'10.0'15.0'15' MONUMENT SIGN SETBACK PROPOSED WING WALL 10.0'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.DATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED10/13/2023 4:15 PMPLOTTED BYWEIRICH, RHYAN 10/13/2023 4:16 PMDWG PATHK:\RCH_Civil\069225668 - Lovett Coppell\4_Design\CAD\Plan Sheets\Pre-LimDWG NAMEC-SITE.dwgLOVETT COPPELLTEXASCOPPELLIMAGES EPSG2276_Date20230108_Lat32.992879_Lon-97.001949_Mpp0.149 : Screenshot 2023-09-11 190047 :XREFS xBorder : xsite-3 : xBndy : xWatr : xEsmt : xLandscape0649225668OCTOBER 2023RNWRNWDPGEngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY120260DANIEL P. GALLAGHEROCTOBER 2023© 2023 KIMLEY-HORN AND ASSOCIATES, INC.PREPARED FORLOVETT INDUSTRIALPHONE: (214)-617-0535 WWW.KIMLEY-HORN.COM TX F-9282600 NORTH CENTRAL EXPRESSWAY, TOWER 2600,SUITE 400, RICHARDSON, TX 75080LAST SAVED10/13/2023 4:15 PMPLOTTED BYWEIRICH, RHYAN 10/13/2023 4:16 PMDWG PATHK:\RCH_Civil\069225668 - Lovett Coppell\4_Design\CAD\Plan Sheets\Pre-LimDWG NAMEC-SITE.dwgIMAGES EPSG2276_Date20230108_Lat32.992879_Lon-97.001949_Mpp0.149 : Screenshot 2023-09-11 190047 :XREFS xBorder : xsite-3 : xBndy : xWatr : xEsmt : xLandscapeCONCEPT PLANC-101 0 GRAPHIC SCALE IN FEET 603060 120 NORTH 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, LATEST EDITION, AND THE CITY OF COPPELL STANDARD CONSTRUCTION DETAILS. 2.DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY INTERPRETATION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE APPROVED BY THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING THAT DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH ARE MADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THE DECISION. 3.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL CURBS ARE 6" IN HEIGHT UNLESS OTHERWISE NOTED. 5.ALL CURBS ARE 3' IN RADIUS UNLESS DIMENSIONED OTHERWISE. 6.NO OUTSIDE STORAGE IS PROPOSED. 7.ALL PARKING SHOWN IS 9.0' X 18.0' UNLESS OTHERWISE NOTED. 8.THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. NOTES LEGEND PROPERTY LINE FIRE LANE RETAINING WALL FIRE HYDRANT FL 1" = 60' @ 24" X 36" DEVELOPER LOVETT INDUSTRIAL, LLC 127 HOWELL ST, DALLAS, TX 75207 (602) 999-3716 COLBY.EVERETT@LOVETTINDUSTRIAL.COM APPLICANT KIMLEY-HORN AND ASSOCIATES, INC. 2600, N CENTRAL EXPRESSWAY, SUITE 400, RICHARDSON, TX 75080 (214) 617-0535 DAN.GALLAGHER@KIMLEY-HORN.COM LOVETT COPPELL BUSINESS PARK ZONED HC / REZONED PD-LI ,17.6949 AC LOTS 1, 2 & 3 ALTA/NSPS LAND TITLE SURVEY P. HARMONSON SURVEY ABSTRACT NO. 604 CITY OF COPPELL DENTON COUNTY, TEXAS OCTOBER 2023 PROPOSED OFFICE AREA PROPOSED WAREHOUSE AREA REQUIRED AUTO PARKING SPACES PROPOSED AUTO PARKING SPACES ADA PARKING SPACES PROVIDED 12,880 SF 244,720 SF 166 175 6 SF OFFICE = 12,880 SF ÷ 300 SF PER SPACE = 43 SPACES SF WAREHOUSE = 244,720 ÷ 2000 SF PER SPACE = 123 SPACES TOTAL REQUIRED SPACES = 166 SPACES SITE DATA TABLE LOT 3 - OFFICE/RETAIL HIGHWAY COMMERCIAL OFFICE/RETAIL 18,200 SF 36' 1.89 / 11.1% 0.222 ± 1.23 AC SF COMMERCIAL = 14,100 SF ÷ 300 SF PER SPACE = 47 SPACES TOTAL REQUIRED SPACES = 47 SPACES SF RETAIL = 9,100 SF ÷ 200 SF PER SPACE = 45 SPACES SF OFFICE = 9,100 SF ÷ 300 SF PER SPACE = 30 SPACES TOTAL REQUIRED SPACES = 75 SPACES PROPOSED OFFICE AREA REQUIRED AUTO PARKING SPACES PROPOSED AUTO PARKING SPACES ADA PARKING SPACES PROVIDED 14,100 SF 47 47 2 PROPOSED RETAIL AREA REQUIRED AUTO PARKING SPACES PROPOSED AUTO PARKING SPACES ADA PARKING SPACES PROVIDED 18,200 SF 75 75 3 SITE DATA TABLE LOT 2 - OFFICE HIGHWAY COMMERCIAL OFFICE 14,100 SF 36' 1.11 / 17.4% 0.287 ± 0.68 AC SITE DATA TABLE LOT 1 - WAREHOUSE EXISTING ZONING PROPOSED USES BUILDING AREA BUILDING HEIGHT PROPOSED LOT AREA / COVERAGE FLOOR AREA RATIO IMPERMEABLE AREA HIGHWAY COMMERCIAL WAREHOUSE 257,600 SF 44' 14.69 / 40.8% 0.408 ± 11.9 AC EXISTING ZONING PROPOSED USES BUILDING AREA BUILDING HEIGHT PROPOSED LOT AREA / COVERAGE FLOOR AREA RATIO IMPERMEABLE AREA EXISTING ZONING PROPOSED USES BUILDING AREA BUILDING HEIGHT PROPOSED LOT AREA / COVERAGE FLOOR AREA RATIO IMPERMEABLE AREA FLF L F L F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL F L FLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 11111 15 111115 11 1 FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL 5 11 N22 0E 1005 N15 2E 5 S00 11E1 N 1 0 0 : N 1 5 : 10 N 2 0 5 2 : 105 2 N 5 : 210 N05 0 : 210 N10 0: 100 S5 0:2 N00 1:252 STATE HIGH : A < 1 2 1 % < P A S S A 9ARIA%LE : I ' T H R I G H T O F : A < 5 SI'E:AL.A'A PAR.ING 5 SI'E:AL.A'A PAR.ING A'A PAR.ING E;ISTING PA9E0ENT T<P E;ISTING 'RI9E:A< E;ISTING 'RI9E:A< PROPOSE' TRAILER STROAGE LOT 2 111AC PROPOSE' %8IL'ING 2 1100 SF LOT 1 AC PROPOSE' %8IL'ING 100 SF %8IL'ING SET%AC. 15 LAN'SCAPE %8FFER 10 LAN'SCAPE %8FFER10 LAN'SCAPE %8FFER 10 T<P0 T<P10 T<P0 T<P10 T<P0 T<P10 T<P0 T<P550 T<P110 20 FIRELANEPROPOSE' RETENTION PON' 52 T O E ; I S T I N G S I ' E : A L .1 TO E;ISTIN G SI'E :AL. HIGH:A< CO00ERCIAL HIGH:A< CO00ERCIAL HIGH:A< CO00ERCIAL PART THREE STATE OF TE;AS CCFN R0015 RPR'CT 9OL PG 2 'R'CT CALLE' 50 ACRES STATE OF TE;AS CCFN 5R0052 RPR'CT PART T:O CALLE' 55 ACRES STATE OF TE;AS 9OL 51 PG 222 CCFN 5R00505 RPR'CT PART OF CALLE' 1520 ACRES HA:.E<E REALT< SCHREI%ER LP INST NO 20020 FOR 'ESCRIPTION SEE 9OL 55 PG 52 'R'CT PART OF CALLE' 1520 ACRES HA:.E<E REALT< SCHREI%ER LP INST NO 20020 OR'CT FOR 'ESCRIPTION SEE 9OL 55 PG 52 'R'CT 0EAS8RE' EAST LINE OF CALLE' 1520 ACRE TRACT 0EAS8RE' :EST LINE OF CALLE' 1520 ACRE TRACT TRACT THREE CALLE' 00 ACRES TE;AS IN'8STRIES INC CCFN 110 RPR'CT CALLE' 110 ACRES SH 121 %<PASS R' LLC INST NO 2022152 OR'CT CALLE' 01 ACRES STATE OF TE;AS 9OL 22 PG 10 'R'CT HIGH:A< CO00ERCIAL 200 100 00 FIRE LANE 1111 150 200 100 20 00 20 FIRE LANE10 212 TO E;ISTING 'RI9E:A<00 FIRE LANE100 00 FIRE LANE 'RI9E:A< SPACING500 00 20 FIRELANE 12 100 25 00 FIRELANE 12 20 FIRELANE200 10 0 10 10 10 20 FIRELANE 00 120 R0 R0 R0 R0 R0 R0 R0 R0 11 R0 R0 PROPOSE' P8%LIC :ATER EASE0ENT PROPOSE' PRI9ATE SANITAR< SE:ER EASE0ENT PROPOSE' LOA'ING %A<S 20 FIRELANE5 %8IL'ING SET%AC. %8IL'ING SET%AC. %8IL'ING SET%AC. R0 R0 120 T<P PROPOSE' CO0%INE' 8TILIT< EASE0ENT PROPOSE' RETAINING :ALL 0A; HEIGHT 22 A9G HEIGHT 15 TOTAL LENGTH 100 LF PROPOSE' RETAINING :ALL 0A; HEIGHT 12 A9G HEIGHT TOTAL LENGTH 25 LF PROPOSE' RETAINING :ALL 0A; HEIGHT 22 A9G HEIGHT 15 TOTAL LENGTH 100 LF PROPOSE' RETAINING :ALL 0A; HEIGHT 11 A9G HEIGHT TOTAL LENGTH 5 LF PROPOSE' %ENCH T<P PROPOSE' FO8NTAIN T<P R0 R0 2 00 00 FIRE LANE R0 R0 1 %8IL'ING SET%AC. PROPOSE' 15 [15 SCREENE' '80PSTER LOCATION ALL LIGHTING IS PROPOSE' TO %E :ALL 0O8NTE' TO %8IL'ING FACING 'O:N:AR' THERE :ILL %E =ERO FOOT CAN'LES AT PROPERT< LINES ALL LIGHTING IS PROPOSE' TO %E :ALL 0O8NTE' TO %8IL'ING FACING 'O:N:AR' THERE :ILL %E =ERO FOOT CAN'LES AT PROPERT< LINES %8IL'ING SET%AC. PROPOSE' PRI9ATE 'ETENTION AREA EASE0ENT PROPOSE' PRI9ATE 'RAINAGE EASE0ENT %8IL'ING SET%AC.2 R0 R0 R0 R0 R0 R0 R0 R0 R0 20 100 100 0ON80ENT SIGN PROPOSE' :ING :ALL 100 08T8AL ACCESS AN' FIRELANE EASE0ENT 08T8AL ACCESS AN' FIRELANE EASE0ENT TKLV GRFXPHQW WRJHWKHU ZLWK WKH FRQFHSWV DQG GHVLJQV SUHVHQWHG KHUHLQ DV DQ LQVWUXPHQW RI VHUYLFH LV LQWHQGHG RQO\ IRU WKH VSHFLILF SXUSRVH DQG FOLHQW IRU ZKLFK LW ZDV SUHSDUHG RHXVH RI DQG LPSURSHU UHOLDQFH RQ WKLV GRFXPHQW ZLWKRXW ZULWWHQ DXWKRUL]DWLRQ DQG DGDSWDWLRQ E\ .LPOH\HRUQ DQG AVVRFLDWHV IQF VKDOO EH ZLWKRXW OLDELOLW\ WR .LPOH\HRUQ DQG AVVRFLDWHV IQF'ATEAS SHO:NRE9ISIONSNR'ATESHEET N80%ER CHEC.E' %<SCALE'ESIGNE' %<'RA:N %<.HA PRO-ECTLAST SA9E'101202 0 P0PLOTTE' %<:EIRICH RH<AN 101202 0 P0':G PATH.?RCHBCLYLO?0225 LRYHWW CRSSHOO?B'HVLJQ?CA'?PODQ SKHHWV?PUHLLP':G NA0ECSITEBPLANGZJLO9ETT COPPELLTE;ASCOPPELLI0AGES EPSG22B'DWH202010BLDW22BLRQ001B0SS01 SFUHHQVKRW 202011 100 ;REFS [%RUGHU [VLWH [%QG\ [:DWU [EVPW [LDQGVFDSH0225OCTO%ER 202RN:RN:'PGEQJLQHHUPE NR'DWHNRW IRU FRQVWUXFWLRQ RU SHUPLW SXUSRVHVFOR RE9IE: ONL<12020'ANIEL P GALLAGHEROCTO%ER 202 202 .I0LE<HORN AN' ASSOCIATES INCPREPARE' FORLO9ETT IN'8STRIALPHONE 211055 :::.I0LE<HORNCO0 T; F2200 NORTH CENTRAL E;PRESS:A< TO:ER 200S8ITE 00 RICHAR'SON T; 500LAST SA9E'101202 0 P0PLOTTE' %<:EIRICH RH<AN 101202 0 P0':G PATH.?RCHBCLYLO?0225 LRYHWW CRSSHOO?B'HVLJQ?CA'?PODQ SKHHWV?PUHLLP':G NA0ECSITEBPLANGZJI0AGES EPSG22B'DWH202010BLDW22BLRQ001B0SS01 SFUHHQVKRW 202011 100 ;REFS [%RUGHU [VLWH [%QG\ [:DWU [EVPW [LDQGVFDSH'ETAIL PLANC101 0 GRAPHIC SCALE IN FEET 502550 100 NORTH 1ALL 0ATERIALS AN' :OR.0ANSHIP SHALL CONFOR0 TO THE STAN'AR' SPECIFICATIONS FOR P8%LIC :OR.S CONSTR8CTION FOR NORTH CENTRAL TE;AS LATEST E'ITION AN' THE CIT< OF COPPELL STAN'AR' CONSTR8CTION 'ETAILS 2'8RING THE CONSTR8CTION OF THESE I0PRO9E0ENTS AN< INTERPRETATION OF THE STAN'AR' SPECIFICATIONS FOR P8%LIC :OR.S CONSTR8CTION FOR NORTH CENTRAL TE;AS AN' AN< 0ATTER :HICH RE48IRES THE APPRO9AL OF THE O:NER 08ST %E APPRO9E' %< THE 'IRECTOR OF ENGINEERING OR HIS 'ESIGNEE %EFORE AN< CONSTR8CTION IN9OL9ING THAT 'ECISION CO00ENCES ASS80PTIONS A%O8T :HAT THESE 'ECISIONS 0IGHT %E :HICH ARE 0A'E '8RING THE %I''ING PHASE :ILL HA9E NO %EARING ON THE 'ECISION ALL 'I0ENSIONS ARE TO FACE OF C8R% 8NLESS OTHER:ISE NOTE' ALL C8R%S ARE IN HEIGHT 8NLESS OTHER:ISE NOTE' 5ALL C8R%S ARE IN RA'I8S 8NLESS 'I0ENSIONE' OTHER:ISE NO O8TSI'E STORAGE IS PROPOSE' ALL PAR.ING SHO:N IS 0 ; 10 8NLESS OTHER:ISE NOTE' THIS PROPERT< IS NOT LOCATE' :ITHIN A SPECIAL FLOO' HA=AR' AREA NOTES LEGEN' PROPERT< LINE FIRE LANE RETAINING :ALL FIRE H<'RANT FL 1 50 # 2 ; 'E9ELOPER LO9ETT IN'8STRIAL LLC 12 HO:ELL ST 'ALLAS T; 520 02 1 COL%<E9ERETT#LO9ETTIN'8STRIALCO0 APPLICANT .I0LE<HORN AN' ASSOCIATES INC 200 N CENTRAL E;PRESS:A< S8ITE 00 RICHAR'SON T; 500 21 1055 'ANGALLAGHER#.I0LE<HORNCO0 LO9ETT COPPELL %8SINESS PAR. =ONE' HC RE=ONE' P'LI 1 AC LOT 1 ALTANSPS LAN' TITLE S8R9E< P HAR0ONSON S8R9E< A%STRACT NO 0 CIT< OF COPPELL 'ENTON CO8NT< TE;AS OCTO%ER 202 0ON80ENT SIGN NTS 0ATERIALS TO GENERALL< CONFOR0 :ITH %8IL'ING 0ATERIALS AN' 0ASONR< 0ON80ENT SIGN NOT TO %E ILL80INATE' PROPOSE' OFFICE AREA PROPOSE' :AREHO8SE AREA RE48IRE' A8TO PAR.ING SPACES PROPOSE' A8TO PAR.ING SPACES A'A PAR.ING SPACES PRO9I'E' 120 SF 220 SF 1 15 SF OFFICE 120 SF ÷ 00 SF PER SPACE SPACES SF :AREHO8SE 220 ÷ 2000 SF PER SPACE 12 SPACES TOTAL RE48IRE' SPACES 1 SPACES SITE 'ATA TA%LE LOT 1 :AREHO8SE E;ISTING =ONING PROPOSE' 8SES %8IL'ING AREA %8IL'ING HEIGHT PROPOSE' LOT CO9ERAGE FLOOR AREA RATIO I0PER0EA%LE AREA HIGH:A< CO00ERCIAL :AREHO8SE 2500 SF 0 00 11 AC LOT 1 (14.69AC) PROPOSED BUILDING 1 (257,600 SF) APPROX. CITY LIMIT LINE CITY OF LEWISVILLE CITY OF COPPELL N42°23'04"E 103.05' N89°15'27"E 954.83'S0°08'11"E491.67'N6 7 ° 1 4 ' 0 0 " W 49. 8 4 ' N69 ° 1 3 ' 5 4 " W 109. 7 4 ' N74° 2 0 ' 5 2 " W 109.5 2 ' N77°34 ' 5 4 " W 218.07' N80°45'04 " W 217.04' N83°10'40"W 108.40' S87°56'09"W 238.76'N0°04'14"W625.29'14141314143 15 14 14 14 14 15 11 14 67 3 8 8 8 8 5 4 4 4 6 8 8 4 7 11 3 3 6 5' SIDEWALKADA PARKING 5' SIDEWALK ADA PARKING ADA PARKING EXISTING PAVEMENT (TYP.) EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING PAVEMENT (TYP.) PROPOSED TRAILER STROAGE POTENTIAL MONUMENT SIGN 10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER PART THREE STATE OF TEXAS C.C.F.N. 97-R0089415 R.P.R.D.C.T. VOL. 68, PG. 962 D.R.D.C.T. CALLED 5.086 ACRES STATE OF TEXAS C.C.F.N. 95-R0045329 R.P.R.D.C.T. PART TWO CALLED 5.576 ACRES STATE OF TEXAS VOL. 95178, PG. 2292 C.C.F.N. 95-R0056705 R.P.R.D.C.T. PART OF CALLED 145.230 ACRES HAWKEYE REALTY SCHREIBER LP INST. NO. 2008-72708 FOR DESCRIPTION SEE VOL. 553, PG. 452 D.R.D.C.T. PART OF CALLED 145.230 ACRES HAWKEYE REALTY SCHREIBER LP INST. NO. 2008-72708 O.R.D.C.T. FOR DESCRIPTION SEE VOL. 553, PG. 452 D.R.D.C.T. MEASURED EAST LINE OF CALLED 145.230 ACRE TRACT MEASURED WEST LINE OF CALLED 145.230 ACRE TRACT TRACT THREE CALLED 8.00 ACRES TEXAS INDUSTRIES, INC. C.C.F.N. 94-11703 R.P.R.D.C.T. AREA OF UNKNOWN OWNERSHIP CALLED 1.10 ACRES SH 121 BYPASS RD LLC INST. NO. 2022-152886 O.R.D.C.T. CALLED 0.21 ACRES SH 121 BYPASS RD LLC INST.NO. 2022-152886 O.R.D.C.T.CALLED 1.10 ACRESPRAGATHI VENTURES LLCINST. NO. 2021-169938O.R.D.C.T.CALLED 6.0179 ACRES STATE OF TEXAS VOL. 2662, PG. 170 D.R.D.C.T. PROPOSED LOADING BAYS PROPOSED LOT 1 (14.69 AC)STATE HIGHWAY 121 BUSINESS(A VARIABLE WIDTH RIGHT-OF-WAY)STATE HIGH W A Y 1 2 1 B Y P A S S (A VARIABLE W I D T H R I G H T - O F - W A Y ) PROPOSED LOT 2 (1.11 AC) HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL PROPOSED LOT 3 (1.89 AC)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.DATEAS SHOWNREVISIONSNo.DATESHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED10/5/2023 12:21 PMPLOTTED BYWEIRICH, RHYAN 10/5/2023 12:23 PMDWG PATHK:\RCH_Civil\069225668 - Lovett Coppell\4_Design\CAD\Plan Sheets\Pre-LimDWG NAMEC-LOTS.dwgLOVETT COPPELLTEXASCOPPELLIMAGES EPSG2276_Date20230108_Lat32.992879_Lon-97.001949_Mpp0.149 :XREFS xBorder : xsite-3 : xBndy : xWatr : xEsmt0649225668OCTOBER 2023RNWRNWDPGEngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY120260DANIEL P. GALLAGHEROCTOBER 2023© 2023 KIMLEY-HORN AND ASSOCIATES, INC.PREPARED FORLOVETT INDUSTRIALPHONE: (214)-617-0535 WWW.KIMLEY-HORN.COM TX F-9282600 NORTH CENTRAL EXPRESSWAY, TOWER 2600,SUITE 400, RICHARDSON, TX 75080LAST SAVED10/5/2023 12:21 PMPLOTTED BYWEIRICH, RHYAN 10/5/2023 12:23 PMDWG PATHK:\RCH_Civil\069225668 - Lovett Coppell\4_Design\CAD\Plan Sheets\Pre-LimDWG NAMEC-LOTS.dwgIMAGES EPSG2276_Date20230108_Lat32.992879_Lon-97.001949_Mpp0.149 :XREFS xBorder : xsite-3 : xBndy : xWatr : xEsmtLOT LINES AND LOT AREAEXHIBITEX.01 0 GRAPHIC SCALE IN FEET 603060 120 NORTH LEGEND PROPERTY LINE FIRE LANE RETAINING WALL FL 1" = 60' @ 24" X 36" 8"W8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"SS 8"SS 8"SS 8"SS 4"WWF M 4"WWFM 4"WWFM 4"WWFM 4"WWFM WW8"SS8"SS8"S S8"SS8"SS 8"SS 8"SS 8"SS 4"WWF M 4"WWFM 4"WWFM 4"WWFM 4"WWFM WW8"SS8"SS8"S S8"SSFLF L F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLOHE OHEOHEOHEOHEOHEOHEOHEAPPRO; CIT< LIMIT LINE CIT< OF LEWIS9ILLE CIT< OF COPPELL N4223 04"E 1030 N81 2"E 483 S008 11"E416 N6 1 4 0 0 " W 4 8 4 N6 1 3 4 " W 10 4 N4 2 0 2 " W 10 2 N34 4 " W 2180 N804 04 " W 2104 N8310 40"W 10840 S86 0"W 2386 N004 14"W622 APPRO; CIT< LIMIT LINE CIT< OF LEWIS9ILLE CIT< OF COPPELL N4223 04"E 1030 N81 2"E 483 S008 11"E416 N6 1 4 0 0 " W 4 8 4 N6 1 3 4 " W 10 4 N4 2 0 2 " W 10 2 N34 4 " W 2180 N804 04 " W 2104 N8310 40"W 10840 S86 0"W 2386 N004 14"W622 CALLE' 086 ACRES STATE OF TE;AS CCFN R00432 RPR'CT PART TWO CALLE' 6 ACRES STATE OF TE;AS 9OL 18 PG 222 CCFN R0060 RPR'CT CALLE' 110 ACRES SH 121 %<PASS R' LLC INST NO 202212886 OR'CTCALLE' 110 ACRESPRAGATHI 9ENT8RES LLCINST NO 20211638OR'CTPART OF CALLE' 14230 ACRES HAW.E<E REALT< SCHREI%ER LP INST NO 2008208 FOR 'ESCRIPTION SEE 9OL 3 PG 42 'R'CT MEAS8RE' EAST LINE OF CALLE' 14230 ACRE TRACT MEAS8RE' WEST LINE OF CALLE' 14230 ACRE TRACT TRACT THREE CALLE' 800 ACRES TE;AS IN'8STRIES INC CCFN 41103 RPR'CT AREA OF 8N.NOWN OWNERSHIP OR'CT PROPOSE' %8IL'ING 2600 SF HW< 12 1 SAM RA < % 8 R N T O L L W A <HW< 121 CONCRETE SIDEWALK TYP., REF. CIVIL PLANS\\\\\\\\\\\\\\\\STEEL EDGING, TYP., REF. DETAIL C, LP 2.00 CONCRETE SIDEWALK TYP., REF. CIVIL PLANS RETAINING WALL, TYP. REF. CIVIL PLANS RETAINING WALL, TYP. REF. CIVIL PLANS RETAINING WALL, TYP. REF. CIVIL PLANS SOD SOD SOD SOD SOD SOD SOD SOD TRUCK PARKING, TYP RETENTION POND, TYP. REF. CIVIL PLANS LAN'SCAPE SCREENING HE'GE LAN'SCAPE SCREENING HE'GE RETAINING WALL, TYP. REF. CIVIL PLANS RETAINING WALL, TYP. REF. CIVIL PLANS RETAINING WALL, TYP. REF. CIVIL PLANSRETAINING WALL, TYP. REF. CIVIL PLANS BENCH, TYP. PROPOSED SIDEWALK, TYP. TREE SPACING 20' O.C. , TYP. TREE SPACING 20' O.C. , TYP. SI'EWAL. SI'EWAL. ADA PARKING ADA PARKING E;ISTING PA9EMENT T<P E;ISTING 'RI9EWA< E;ISTING DRIVEWAY E;ISTING PA9EMENT T<P PROPOSED TRAILER STROAGE %8IL'ING SET%AC. 15' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER 10' LANDSCAPE BUFFER PROPOSE' P8%LIC WATER EASEMENT PROPOSE' PRI9ATE SANITAR< SEWER EASEMENT PROPOSE' LOADING BAYS %8IL'ING SET%AC. %8IL'ING SET%AC. %8IL'ING SET%AC. PROPOSE' COMBINED UTILITY EASEMENT PROPOSE' ACCESS EASEMENT PROPOSE' ACCESS EASEMENT PROPOSED RETAINING WALL MAX HEIGHT: 22' AVG HEIGHT: 15' TOTAL LENGTH: ±1400 LF PROPOSED RETAINING WALL MAX HEIGHT: 12' AVG HEIGHT: 9' TOTAL LENGTH: ±625 LF PROPOSED RETAINING WALL MAX HEIGHT: 22' AVG HEIGHT: 15' TOTAL LENGTH: ±1400 LF PROPOSED RETAINING WALL MAX HEIGHT: 11' AVG HEIGHT: 9' TOTAL LENGTH: ±935 LF PROPOSED BENCH (TYP.) PROPOSE' FOUNTAIN T<P PROPOSE' 1 [1 SCREENE' '8MPSTER LOCATION ALL LIGHTING IS PROPOSE' TO %E WALL MO8NTE' TO %8IL'ING FACING 'OWNWAR' THERE WILL %E =ERO FOOT CAN'LES AT PROPERT< LINES ALL LIGHTING IS PROPOSE' TO %E WALL MO8NTE' TO %8IL'ING FACING 'OWNWAR' THERE WILL %E =ERO FOOT CAN'LES AT PROPERT< LINES %8IL'ING SET%AC. PROPOSE' DETENTION AREA EASEMENT PROPOSE' PUBLIC DRAINAGE EASEMENT %8IL'ING SET%AC. POTENTIAL MON8MENT SIGN A'A PAR.ING PROPOSE' FOUNTAIN T<P PROPOSED TRAILER STROAGE 300 FIRE LANE 260 FIRELANE260 FIRE LANE240 FIRELANE 300 FIRELANE260 FIRELANE260 FIRELANE240 FIRELANELANDSCAPE SCREEN BUFFER LANDSCAPE SCREEN BUFFER %8IL'ING SET%AC. TREES CODE QTY BOTANICAL / COMMON NAME ROOT CAL SIZE REMARKS TD 19 TAXODIUM DISTICHUM / BALD CYPRESS B & B 4" CAL.14`-16` HT.SINGLE STRAIGHT CENTRAL LEADER, FULL AND MATCHING UC 26 ULMUS CRASSIFOLIA / CEDAR ELM B & B 4" CAL.12`-14` HT.SINGLE STRAIGHT CENTRAL LEADER, FULL AND MATCHING QV 31 QUERCUS VIRGINIANA / LIVE OAK B & B 4" CAL.14`-16` H.FULL AND MATCHING LN 66 LAGERSTROEMIA X `NATCHEZ` / NATCHEZ CRAPE MYRTLE CONT.4" CAL.8`-10` HT.MULTI-TRUNK (3 STEMS MIN.), FULL AND MATCHING QS 20 QUERCUS SHUMARDII / SHUMARD RED OAK B & B 4" CAL.14`-16` HT.SINGLE STRAIGHT CENTRAL LEADER, FULL AND MATCHING SHRUBS CODE QTY BOTANICAL / COMMON NAME ROOT SIZE SPACING REMARKS IC 252 ILEX CORNUTA `DWARF BURFORD` / DWARF BURFORD HOLLY CONT.24" HT.36" O.C.FULL AND MATCHING IL 25 ILEX X `NELLIE R. STEVENS` / NELLIE R. STEVENS HOLLY CONT.30" HT. X 24" W.84" O.C.FULL AND MATCHING GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT.SIZE SPACING REMARKS SOD 72,608 SF CYNODON DACTYLON / BERMUDA GRASS N/A N/A N/A SOD TO HAVE TIGHT, SAND FILLED JOINTS AND BE FREE OF WEEDS. PLANT SCHEDULE LOT 1 TKLV GRFXPHQW WRJHWKHU ZLWK WKH FRQFHSWV DQG GHVLJQV SUHVHQWHG KHUHLQ DV DQ LQVWUXPHQW RI VHUYLFH LV LQWHQGHG RQO\ IRU WKH VSHFLILF SXUSRVH DQG FOLHQW IRU ZKLFK LW ZDV SUHSDUHG RHXVH RI DQG LPSURSHU UHOLDQFH RQ WKLV GRFXPHQW ZLWKRXW ZULWWHQ DXWKRUL]DWLRQ DQG DGDSWDWLRQ E\ .LPOH\HRUQ DQG AVVRFLDWHV IQF VKDOO EH ZLWKRXW OLDELOLW\ WR .LPOH\HRUQ DQG AVVRFLDWHV IQF'ATEAS SHOWNRE9ISIONSNR'ATESHEET N8M%ER CHEC.E' %<SCALE'ESIGNE' %<'RAWN %<.HA PRO-ECTLAST SA9E'102023 200 PMPLOTTE' %<CHA9E= LIN'SE< 102023 200 PM'WG PATH.?RCHBCLYLO?0622668 LRYHWW CRSSHOO?4B'HVLJQ?CA'?PODQ SKHHWV?LDQGVFDSH'WG NAMELP 000GZJLO9ETT COPPELLTE;ASCOPPELLIMAGES;REFS [%QG\ [WDWU [%RUGHU LA [E[8WLO [SWRUP [SZZU [VLWH3 [LDQGVFDSH [TUHH OSWLRQ 2 [EVPW06422668OCTO%ER 2023LCLC%'M 2023 .IMLE<HORN AN' ASSOCIATES INCPHONE 201300 FA; 2233820WWW.IMLE<HORNCOM T; F282600 N CENTRAL E;PRESSWA< S8ITE 400RICHAR'SON T; 080PREPARE' FORLO9ETT IN'8STRIAL3486 %LAINE ' MI.8LI. 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Call before you dig. 0 GRAPHIC SCALE IN FEET 603060 120 NORTH 1.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL. 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON SITE WHICH PERMITS INSTALLATION AS SHOWN ON THESE DRAWINGS. 3.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AND MUST BE REPLACED WITHIN 30 DAYS WITH PLANT MATERIAL OF THE SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS. 5.FINAL FINISH GRADING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING. 6.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. ALL PLANT QUANTITIES ARE LISTED FOR INFORMATION PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SHOWN ON THE PLANS AND SPECIFIED IN THE PLANT SCHEDULE. 7.CONTRACTOR TO PROVIDE STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 8.ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS GIVEN IN THE PLANT SCHEDULE, PLANTING DETAILS, AND PLANTING SPECIFICATIONS. 9.ALL PLANT MATERIAL SHALL MEET INDUSTRY STANDARDS AS INDICATED IN THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 10. ALL PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. 12. ALL PLANTING AREAS SHALL RECEIVE SOIL AMENDMENTS. 13. PLANT MATERIAL SHALL BE PRUNED PER PLANTING DETAILS UNLESS OTHERWISE NOTED ON DRAWINGS. 14. PLANTING AREAS SHALL BE KEPT FREE OF TRASH, WEEDS, DEBRIS, AND DEAD PLANT MATERIAL. 15. ALL LIME STABILIZED SOIL AND INORGANIC SELECT FILL FOR BUILDING OR PAVING CONSTRUCTION SHALL BE REMOVED FROM ALL PLANTING BEDS TO A MINIMUM DEPTH OF 24” UNLESS OTHERWISE NOTED. REPLACE MATERIAL REMOVED WITH IMPORTED TOPSOIL. 16. TREES OVERHANGING PEDESTRIAN WALKS AND WITHIN VISIBILITY TRIANGLES AS NOTED ON THE PLANS SHALL BE LIMBED TO A HEIGHT OF SEVEN FEET (7'). TREE OVERHANGING PUBLIC STREETS AND FIRELANES SHALL BE LIMBED TO A HEIGHT OF FOURTEEN FEET (14'). 17. TREES PLANTED NEXT TO ACCESSIBLE ROUTES AND ACCESSIBLE AREAS SHALL BE LIMBED TO 7'6” (80” MIN.) AFF. 18. ALL PROPOSED TREES SHALL BE STAKED WITH AN AT-GRADE ROOT BALL SECURING SYSTEM AS SHOWN IN THE PLANTING DETAILS AND SPECIFICATIONS. NO ABOVE-GROUND STAKING SYSTEMS, GUY WIRES/WIRES, HOSES, STRAPS, POSTS (METAL OR WOOD) SHALL BE ALLOWED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT. PLANTING NOTES: ALL PROPOSED LANDSCAPE IMPROVEMENTS SHALL BE PROVIDED A PERMANENT IRRIGATION SYSTEM PER CITY OF COPPELL CODE OF ORDINANCES.O9ERALL LAN'SCAPE PLANLOT 1 'ETAIL PLANLP 001 PERIMETER TREES HAVE BEEN RELOCATED TO SOUTH BUFFER PER WALL CONFLICT. REFERENCE SHEET LP 0.02 REFERENCE SHEET LP 0.03 'E9ELOPER LO9ETT IN'8STRIAL LLC 12 HOWELL ST 'ALLAS T; 20 602 316 COL%<E9ERETT#LO9ETTIN'8STRIALCOM APPLICANT .IMLE<HORN AN' ASSOCIATES INC 10101 RE8NION PLACE S8ITE 400 SAN ANTONIO T; 8216 26 610328 %LAINEMI.8LI.#.IMLE<HORNCOM LO9ETT COPPELL %8SINESS PAR. =ONE' HC RE=ONE' P'LI 164 AC LOTS 1 2 3 ALTANSPS LAN' TITLE S8R9E< P HARMONSON S8R9E< A%STRACT NO 604 CIT< OF COPPELL 'ENTON CO8NT< TE;AS A8G8ST 2023 LANDSCAPE MAINTENANCE INFORMATION IN LANDSCAPE SPECIFICATIONS. PERIMETER TREES HAVE BEEN RELOCATED THROUGHOUT SITE PER RETAINING WALL CONLFICTS. PERIMETER TREES INTERIOR TREES NONVEHICULAR TREES FLFLFL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLN10 40: 1040 S 0:2 N10 40: 1040 S 0:2 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\SOD PROPOSE' ACCESS EASE0ENT %8IL'ING SET%AC. PROPOSE' PUBLIC DRAINAGE EASE0ENT 00 FIRE LANE 240 FIRELANETREES CODE QTY BOTANICAL / COMMON NAME ROOT CAL SIZE REMARKS UP 7 ULMUS PARVIFOLIA / LACEBARK ELM B & B 3" CAL.14`-16` HT.FULL AND MATCHING QV 11 QUERCUS VIRGINIANA / LIVE OAK B & B 4" CAL.14`-16` H.FULL AND MATCHING LN 9 LAGERSTROEMIA X `NATCHEZ` / NATCHEZ CRAPE MYRTLE CONT.4" CAL.8`-10` HT.MULTI-TRUNK (3 STEMS MIN.), FULL AND MATCHING QS 10 QUERCUS SHUMARDII / SHUMARD RED OAK B & B 4" CAL.14`-16` HT.SINGLE STRAIGHT CENTRAL LEADER, FULL AND MATCHING SHRUBS CODE QTY BOTANICAL / COMMON NAME ROOT SIZE SPACING REMARKS IC 97 ILEX CORNUTA `DWARF BURFORD` / DWARF BURFORD HOLLY CONT.24" HT.36" O.C.FULL AND MATCHING GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT.SIZE SPACING REMARKS SOD 15,571 SF CYNODON DACTYLON / BERMUDA GRASS N/A N/A N/A SOD TO HAVE TIGHT, SAND FILLED JOINTS AND BE FREE OF WEEDS. 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FOR RE9IE: ONL< RLA LA NR'ATE 1010202 NRW IRU FRQVWUXFWLRQ RU SHUPLW SXUSRVHVLAST SA9E'10202 140 P0PLOTTE' %<CHA9E= LIN'SE< 10202 140 P0':G PATH.?RCHBCLYLO?022 LRYHWW CRSSHOO?4B'HVLJQ?CA'?PODQ SKHHWV?LDQGVFDSH':G NA0ELP 000GZJI0AGES;REFS [%QG\ [:DWU [%RUGHU LA [E[8WLO [SWRUP [SZZU [VLWH [LDQGVFDSH [TUHH OSWLRQ 2 [EVPWWARNING: EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD DRAWINGS AND ABOVE GROUND FIELD SURVEY DATA, THEREFORE THERE MAY BE UTILITIES PRESENT THAT ARE NOT SHOWN ON THESE CONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND USE CAUTION DURING CONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANY DISCREPANCIES. Know what's below. Call before you dig. 0 GRAPHIC SCALE IN FEET 201020 40 NORTH 1.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL. 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON SITE WHICH PERMITS INSTALLATION AS SHOWN ON THESE DRAWINGS. 3.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AND MUST BE REPLACED WITHIN 30 DAYS WITH PLANT MATERIAL OF THE SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS. 5.FINAL FINISH GRADING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING. 6.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. ALL PLANT QUANTITIES ARE LISTED FOR INFORMATION PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SHOWN ON THE PLANS AND SPECIFIED IN THE PLANT SCHEDULE. 7.CONTRACTOR TO PROVIDE STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 8.ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS GIVEN IN THE PLANT SCHEDULE, PLANTING DETAILS, AND PLANTING SPECIFICATIONS. 9.ALL PLANT MATERIAL SHALL MEET INDUSTRY STANDARDS AS INDICATED IN THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 10. ALL PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. 12. ALL PLANTING AREAS SHALL RECEIVE SOIL AMENDMENTS. 13. PLANT MATERIAL SHALL BE PRUNED PER PLANTING DETAILS UNLESS OTHERWISE NOTED ON DRAWINGS. 14. PLANTING AREAS SHALL BE KEPT FREE OF TRASH, WEEDS, DEBRIS, AND DEAD PLANT MATERIAL. 15. ALL LIME STABILIZED SOIL AND INORGANIC SELECT FILL FOR BUILDING OR PAVING CONSTRUCTION SHALL BE REMOVED FROM ALL PLANTING BEDS TO A MINIMUM DEPTH OF 24” UNLESS OTHERWISE NOTED. REPLACE MATERIAL REMOVED WITH IMPORTED TOPSOIL. 16. TREES OVERHANGING PEDESTRIAN WALKS AND WITHIN VISIBILITY TRIANGLES AS NOTED ON THE PLANS SHALL BE LIMBED TO A HEIGHT OF SEVEN FEET (7'). TREE OVERHANGING PUBLIC STREETS AND FIRELANES SHALL BE LIMBED TO A HEIGHT OF FOURTEEN FEET (14'). 17. TREES PLANTED NEXT TO ACCESSIBLE ROUTES AND ACCESSIBLE AREAS SHALL BE LIMBED TO 7'6” (80” MIN.) AFF. 18. ALL PROPOSED TREES SHALL BE STAKED WITH AN AT-GRADE ROOT BALL SECURING SYSTEM AS SHOWN IN THE PLANTING DETAILS AND SPECIFICATIONS. NO ABOVE-GROUND STAKING SYSTEMS, GUY WIRES/WIRES, HOSES, STRAPS, POSTS (METAL OR WOOD) SHALL BE ALLOWED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT. PLANTING NOTES: ALL PROPOSED LANDSCAPE IMPROVEMENTS SHALL BE PROVIDED A PERMANENT IRRIGATION SYSTEM PER CITY OF COPPELL CODE OF ORDINANCES.O9ERALL LAN'SCAPE PLANLOT 2 'ETAIL PLANLP 002 PERIMETER TREES HAVE BEEN RELOCATED TO SOUTH BUFFER PER WALL CONFLICT. 'E9ELOPER LO9ETT IN'8STRIAL LLC 12 HO:ELL ST 'ALLAS T; 20 02 1 COL%<E9ERETT#LO9ETTIN'8STRIALCO0 APPLICANT .I0LE<HORN AN' ASSOCIATES INC 10101 RE8NION PLACE S8ITE 400 SAN ANTONIO T; 21 2 102 %LAINE0I.8LI.#.I0LE<HORNCO0 LO9ETT COPPELL %8SINESS PAR. =ONE' HC RE=ONE' P'LI 14 AC LOTS 1 2 ALTANSPS LAN' TITLE S8R9E< P HAR0ONSON S8R9E< A%STRACT NO 04 CIT< OF COPPELL 'ENTON CO8NT< TE;AS A8G8ST 202 LANDSCAPE MAINTENANCE INFORMATION IN LANDSCAPE SPECIFICATIONS. PERIMETER TREES HAVE BEEN RELOCATED THROUGHOUT SITE PER RETAINING WALL CONLFICTS. 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TREES CODE QTY BOTANICAL / COMMON NAME ROOT CAL SIZE REMARKS UP 18 ULMUS PARVIFOLIA / LACEBARK ELM B & B 3" CAL.14`-16` HT.FULL AND MATCHING QV 10 QUERCUS VIRGINIANA / LIVE OAK B & B 4" CAL.14`-16` H.FULL AND MATCHING LN 9 LAGERSTROEMIA X `NATCHEZ` / NATCHEZ CRAPE MYRTLE CONT.4" CAL.8`-10` HT.MULTI-TRUNK (3 STEMS MIN.), FULL AND MATCHING QS 8 QUERCUS SHUMARDII / SHUMARD RED OAK B & B 4" CAL.14`-16` HT.SINGLE STRAIGHT CENTRAL LEADER, FULL AND MATCHING SHRUBS CODE QTY BOTANICAL / COMMON NAME ROOT SIZE SPACING REMARKS IC 82 ILEX CORNUTA `DWARF BURFORD` / DWARF BURFORD HOLLY CONT.24" HT.36" O.C.FULL AND MATCHING GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT.SIZE SPACING REMARKS SOD 25,990 SF CYNODON DACTYLON / BERMUDA GRASS N/A N/A N/A SOD TO HAVE TIGHT, SAND FILLED JOINTS AND BE FREE OF WEEDS. PLANT SCHEDULE LOT 3 TKLV GRFXPHQW WRJHWKHU ZLWK WKH FRQFHSWV DQG GHVLJQV SUHVHQWHG KHUHLQ DV DQ LQVWUXPHQW RI VHUYLFH LV LQWHQGHG RQO\ IRU WKH VSHFLILF SXUSRVH DQG FOLHQW IRU ZKLFK LW ZDV SUHSDUHG RHXVH RI DQG LPSURSHU UHOLDQFH RQ WKLV GRFXPHQW ZLWKRXW ZULWWHQ DXWKRUL]DWLRQ DQG DGDSWDWLRQ E\ .LPOH\HRUQ DQG AVVRFLDWHV IQF VKDOO EH ZLWKRXW OLDELOLW\ WR .LPOH\HRUQ DQG AVVRFLDWHV IQF'ATEAS SHOWNRE9ISIONSNR'ATESHEET N80%ER CHEC.E' %<SCALE'ESIGNE' %<'RAWN %<.HA PRO-ECTLAST SA9E'10202 402 P0PLOTTE' %<CHA9E= LIN'SE< 10202 402 P0'WG PATH.?RCHBCLYLO?0228 LRYHWW CRSSHOO?4B'HVLJQ?CA'?PODQ SKHHWV?LDQGVFDSH'WG NA0ELP 000GZJLO9ETT COPPELLTE;ASCOPPELLI0AGES;REFS [%QG\ [WDWU [%RUGHU LA [E[8WLO [SWRUP [SZZU [VLWH [LDQGVFDSH [TUHH OSWLRQ 2 [EVPW04228OCTO%ER 202LCLC%'0 202 .I0LE<HORN AN' ASSOCIATES INCPHONE 20100 FA; 22820WWW.I0LE<HORNCO0 T; F28200 N CENTRAL E;PRESSWA< S8ITE 400RICHAR'SON T; 080PREPARE' FORLO9ETT IN'8STRIAL48 %LAINE ' 0I.8LI. FOR RE9IEW ONL< RLA LA NR'ATE 1010202 NRW IRU FRQVWUXFWLRQ RU SHUPLW SXUSRVHVLAST SA9E'10202 402 P0PLOTTE' %<CHA9E= LIN'SE< 10202 402 P0'WG PATH.?RCHBCLYLO?0228 LRYHWW CRSSHOO?4B'HVLJQ?CA'?PODQ SKHHWV?LDQGVFDSH'WG NA0ELP 000GZJI0AGES;REFS [%QG\ [WDWU [%RUGHU LA [E[8WLO [SWRUP [SZZU [VLWH [LDQGVFDSH [TUHH OSWLRQ 2 [EVPWWARNING: EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD DRAWINGS AND ABOVE GROUND FIELD SURVEY DATA, THEREFORE THERE MAY BE UTILITIES PRESENT THAT ARE NOT SHOWN ON THESE CONSTRUCTION PLANS. CONTRACTOR TO FIELD VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND USE CAUTION DURING CONSTRUCTION. NOTIFY ENGINEER AND OWNER OF ANY DISCREPANCIES. Know what's below. Call before you dig. 0 GRAPHIC SCALE IN FEET 201020 40 NORTH 1.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL. 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE THE LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON SITE WHICH PERMITS INSTALLATION AS SHOWN ON THESE DRAWINGS. 3.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION AND MUST BE REPLACED WITHIN 30 DAYS WITH PLANT MATERIAL OF THE SAME VARIETY AND SIZE IF DAMAGED, DESTROYED, OR REMOVED. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS. 5.FINAL FINISH GRADING SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL TOPSOIL REQUIRED TO CREATE A SMOOTH CONDITION PRIOR TO PLANTING. 6.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. ALL PLANT QUANTITIES ARE LISTED FOR INFORMATION PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FULL COVERAGE IN ALL PLANTING AREAS AS SHOWN ON THE PLANS AND SPECIFIED IN THE PLANT SCHEDULE. 7.CONTRACTOR TO PROVIDE STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 8.ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS GIVEN IN THE PLANT SCHEDULE, PLANTING DETAILS, AND PLANTING SPECIFICATIONS. 9.ALL PLANT MATERIAL SHALL MEET INDUSTRY STANDARDS AS INDICATED IN THE CURRENT EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 10. ALL PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS. 12. ALL PLANTING AREAS SHALL RECEIVE SOIL AMENDMENTS. 13. PLANT MATERIAL SHALL BE PRUNED PER PLANTING DETAILS UNLESS OTHERWISE NOTED ON DRAWINGS. 14. PLANTING AREAS SHALL BE KEPT FREE OF TRASH, WEEDS, DEBRIS, AND DEAD PLANT MATERIAL. 15. ALL LIME STABILIZED SOIL AND INORGANIC SELECT FILL FOR BUILDING OR PAVING CONSTRUCTION SHALL BE REMOVED FROM ALL PLANTING BEDS TO A MINIMUM DEPTH OF 24” UNLESS OTHERWISE NOTED. REPLACE MATERIAL REMOVED WITH IMPORTED TOPSOIL. 16. TREES OVERHANGING PEDESTRIAN WALKS AND WITHIN VISIBILITY TRIANGLES AS NOTED ON THE PLANS SHALL BE LIMBED TO A HEIGHT OF SEVEN FEET (7'). TREE OVERHANGING PUBLIC STREETS AND FIRELANES SHALL BE LIMBED TO A HEIGHT OF FOURTEEN FEET (14'). 17. TREES PLANTED NEXT TO ACCESSIBLE ROUTES AND ACCESSIBLE AREAS SHALL BE LIMBED TO 7'6” (80” MIN.) AFF. 18. ALL PROPOSED TREES SHALL BE STAKED WITH AN AT-GRADE ROOT BALL SECURING SYSTEM AS SHOWN IN THE PLANTING DETAILS AND SPECIFICATIONS. NO ABOVE-GROUND STAKING SYSTEMS, GUY WIRES/WIRES, HOSES, STRAPS, POSTS (METAL OR WOOD) SHALL BE ALLOWED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT. 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PERIMETER TREES INTERIOR TREES NONVEHICULAR TREES 8"W8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"SS 8"SS 8"SS 8"SS 4"WWF M 4"WWFM 4"WWFM 4"WWFM 8"SS8"SS8"S S8"SSFLF L F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLAPPRO; CIT< LIMIT LINE CIT< OF LEWIS9ILLE CIT< OF COPPELL PART THREE STATE OF TE;AS CCFN R00841 RPR'CT 9OL 68 PG 62 'R'CTCALLE' 086 ACRES STATE OF TE;AS CCFN R00432 RPR'CT PART TWO CALLE' 6 ACRES STATE OF TE;AS 9OL 18 PG 222 CCFN R0060 RPR'CT PART OF CALLE' 14230 ACRES HAW.E<E REALT< SCHREI%ER LP INST NO 2008208 FOR 'ESCRIPTION SEE 9OL 3 PG 42 'R'CT PART OF CALLE' 14230 ACRES HAW.E<E REALT< SCHREI%ER LP INST NO 2008208 OR'CT FOR 'ESCRIPTION SEE 9OL 3 PG 42 'R'CT MEAS8RE' EAST LINE OF CALLE' 14230 ACRE TRACT MEAS8RE' WEST LINE OF CALLE' 14230 ACRE TRACT TRACT THREE CALLE' 800 ACRES TE;AS IN'8STRIES INC CCFN 41103 RPR'CT AREA OF 8N.NOWN OWNERSHIP OR'CT CALLE' 110 ACRES SH 121 %<PASS R' LLC INST NO 202212886 OR'CTCALLE' 021 ACRESSH 121 %<PASS R' LLCINSTNO 202212886OR'CTCALLE' 110 ACRESPRAGATHI 9ENT8RES LLCINST NO 20211638OR'CTCALLE' 601 ACRES STATE OF TE;AS 9OL 2662 PG 10 'R'CT EXISTING TREE TO BE REMOVED, TYP. EXISTING TREE TO BE REMOVED, TYP.HWY 121HWY 121 HWY 1 2 1 HWY 1 2 1 EXISTING TREE TO BE REMOVED, TYP. 2333 2334 2332336 233 2338 2332340 2341 2342 2343 2344 234 2346234 2348 2364 236 2366 236 2368 236 231 231 232 233 236 23 24002401 24022403 2404 240 24102411 2412 2416 2423 242 2426 244 240 241 2483 2484 2488 248 240 241 242 243 244 24 246 24 248 24200 201 202 203204 20 206 20208 20 210211 212 213 214 21 216 21218 21 220221 222 223224 22 226 22 228 22 230 231 232 233234 23 236 23 238 23240 241 242243 244 24246 24 248 24 20 2122 23 24 226 2 28 2260 261262 263 26426 266 26 268 2620 21 22 23 242 262 28 2280 281 282 283 284 28286 28288 28 20 21 22 23 24 2 262 28 22600 2601 2602 2603 2604 2602606 260 2608 260 2610 261126122613 2614 261 2616261 2618 2612620 2621 2622 26232624 262 2626 262 2628 262 2630 2631 26322633 2634 263 2636 263 2638 2632640 2641 26422643 2644 2642646 264 2648264260 261262 26326426 26626268 26 2660 26612662 2663 2664 266 2666 266 2668 266 260261 262263 264 26 266 2626826268026812682 2683 2684 268 2686268 2688 268 260 261262 263 264 26 266 26 268 26200 201 202203204 20206 20 20820210 211 212 213 21421 216 21218 21 220 221 222 22322422 226 22 22822230 231 232 233 23423 236 23238 23 240 241 242 243244 24246 24 248 2420 21 22 23 24226 228 2260 261 262 263 264 26 266 26 268 2620 21 22 23 24 226228 2 280 281 282 283 284 28 28628 288 2820 21 22 23 24 2 26 2 28 22800 2801 2802 2803 2804 2802806 280 2808 280 2810 28112812 2813 2814 2812816281 2818 281 28202821 2822 2823 28242822826 282 2828 2822830 2831 2832 2833 2834283 2836 2832838 283 2840 28412842 2843 2844 284 2846 284 2848 284 280 281 282283284 28 286 28 288 28 2860 28612862 2863 2864 286 2866286 2868 286 280 281 282 283 284 28 286 28 288 28 2880 28812882 2883 2884 288 2886 2882888288 280 281 282 283 284 28 286 28 288 28200 201 202 203 204 2020620208 20210 211 212 213 214 21 216 21 218 21220 221 222223 224 22 226 22 22822230231232233234 23 236 23 238 23 240 241 242 243 244 24 246 24 248 24 20 21 2223 24 2 26228 2260 261262263264 26 266 262682620 21 22 23 24 2 26 228 2280 281 282 283 284 28 286 28 2882820 21 22 23 24 226228 23000 3001 3002 3003 3004 300 3006 300 3008 300 3010 3011 3012 3013 30143013016 301 3018301 3020 302130223023 3024 302 3026 302 3028 3023030 30313032 3033 3034303 3036 303 3038 303 3040 3041 30423043 3044304 3046 3043048304 300 301 302 304 30306 30308 30 306030613062 3063 3064 306 3066 306 3068 306300 301 302 303 30430306 30 30830 3080 3081 3082 3083 3084 308 3086308 300 301302303 304 30 306 30308 30 3100 3101 3102 31033104 310 3106310 3108 310 3110 3111 3112 3113 3114 311 3116 3113118 311 3120 3121 31223123 3124 312 3126 3123128 312 3130 3131 3132 3133 3134 313 3136 313 3138 313 3140 3141 31423143 3144 314 3146 314 3148 314 310 311 312 313 314 31 316 31 318 31 3160 3161 3162 31633164 316 3166 316 3168 316 310 311 312 313 314 31 316 31 318 31 3180 3181 3182 3183 3184 3183186 3183188 318 310 311 312313 314 31 31631 318 31 3200 32013202 3203 3204 320 3206 320 3208 32032103211 3212 3213 3214 321 3216 321 3218 321 3220 32213222 32233224 3223226 3223228322 3230 3231 3232 3233 3234 3233236 3233238 323 32403241 3242 3243 3244 3243246324 3248 324320 321 322 323 32432 32632 328 32 32603261 3262 3263 3264 326 3266326 3268 326 320321322 323 324 32326 32 328 323280 3281 3282 3283 3284 3283286 3283288 328320 321 322 323 324 32 326 32 328 32 33003301 3302 3303 3304330 3306 330 3308330 3310 3311 3312 3313 3314 331 3316 3313318 331 3320 3321 3322 3323 3324 332 3326 3323328 3323330 3331 3332 33333334 333 3336 333 3338 333 33403341 3342 3343 3344 334 3346 334 3348334 330 331 332 333 3343333633 33833 3360 336133623363 3364 336 33663363368 336 330 331 332 333 334 33 33633 33833 3380 33813382 3383 3384 338 3386 338 TREE PROTECTION FENCE, TYP. 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FOR RE9IEW ONL< RLA LA NR'ATE 10122023 NRW IRU FRQVWUXFWLRQ RU SHUPLW SXUSRVHVLAST SA9E'10122023 32 PMPLOTTE' %<CHA9E= LIN'SE< 10122023 331 PM'WG PATH.?UFKBFLYLO?0622668 ORYHWW FRSSHOO?4B'HVLJQ?CA'?SODQ VKHHWV?ODQGVFDSH'WG NAMETP 000 OSWLRQ 2GZJIMAGES;REFS LRYHWW IQGXVWULDO CRSSHOO 121 9LVWD RLGJHBE; [%QG\ [H[GUDLQDJH [VLWH3 [SWRUP [SZZU [WDWU [%RUGHU LA [TUHH OSWLRQ 2TREE IN9ENTOR<TP 10 NOTE: THE FOLLOWING TREE HEALTH DESCRIPTIONS ARE BASED ON A RAPID VISUAL ASSESSMENT OF INDICATORS WHICH ARE EASILY IDENTIFIABLE FROM GROUND LEVEL AND WITH THE UNAIDED EYE. FOR TREE INVENTORY PURPOSES ONLY. HEALTHY: TREE SHOW SIGNS OF GROWTH. INDICATORS OF DISEASE OR DIEBACK NOT OBSERVED. DECLINING: TREE SHOWS VISIBLE SIGNS OF DISEASE (SUCH AS FUNGUS, SLIME FLUX, OR BARK SLOUGHING) OR DIEBACK. HAZARD: TREE SHOWS VISIBLE SIGNS OF DECAY, LIMB FAILURE AND/OR INSTABILITY. TREE INVENTORY CONDUCTED BY AND/OR UNDER THE SUPERVISION OF: Alex Brown ISA Certified Arborist TX-4383A Kimley-Horn and Associates NOTE: TREES LOCATED WITHIN THE BUILDING FOOTPRINT, PUBLIC UTILITY EASEMENTS, FIRE LANES, DETENTION AREA, AND AREA IDENTIFIED FOR COMMERCIAL USES ON THE SITE PLAN ARE PROPOSED TO NOT BE CONSIDERED AS PROTECTED TREES UNDER SECTION 12-34-2-6 AND SHALL NOT BE SUBJECT TO TREE REPARATION PAYMENT.(ALL BUILDING FOOTPRINTS, PUBLICUTILITY EASEMENTS, FIRE LANES &RETENTION AREA EXEMPTNOTE: DIA = DEVELOPMENT IMPACT AREA DEVELOPMENT IMPACT AREA IS ANY AREA BEING IMPACTED BY GRADING DISTURBANCE THAT DOES NOT INCLUDE PUBLIC UTILITY EASEMENTS, FIRE LANES, DETENTION AREA AND AREA IDENTIFIED FOR COMMERCIAL USES ON THE SITE PLAN. FINISH FLOOR 100'-0" 12345678910111213141516171819 T.O. PANEL 142'-0"3'-0"920'-0" FINISH FLOOR 100'-0" ABCDEF T.O. PANEL 142'-0"2'-0"EP-01 7 280'-0" 45'-11" 235'-1" FINISH FLOOR 100'-0" T.O. PANEL 148'-0" A B C D E F EP-01 7 OPP 2'-0"280'-0" 235'-1" 45'-11" FINISH FLOOR 100'-0" T.O. PANEL 148'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 EP-01 5 EP-01 5 OPP EP-01 6 EP-01 6 Sim 920'-0" 151'-6"153'-8"71'-2"183'-8"71'-2"137'-8"151'-6" FINISH FLOOR 100'-0" T.O. PANEL 148'-0" 16 17 18 19 1'-0"1'-0"CLERESTORY STOREFRONT GLAZING SYSTEM TC-03 TC-02 TC-01 METAL CORNICE ST-01 MTL-01 AL-01 T.O. CORNICE 149'-4"2'-10"32'-8"12'-0"5'-2 1/2"25'-7 1/2"1'-4"18'-8"1'-4"17'-4"1'-4"5'-8" 76'-6"60'-0"15'-0" 151'-6" FINISH FLOOR 100'-0" DEF 2'-6"T.O. PANEL 144'-0" METAL CORNICE METAL CORNICE2'-10"ST-01 TC-02 TC-01 TC-03 TC-01 MTL-01 GL-01 AL-01 STOREFRONT GLAZING SYSTEM 12'-0"32'-8"2'-2" 18'-1" 1'-4" 17'-4" 1'-4" 5'-8" 60'-0" 15'-0 1/4" 120'-11 1/4" FINISH FLOOR 100'-0" 12 13 MTL-01 ST-01 TC-01 GL-01MTL-01AL-01 T.O. PANEL 146'-6"2'-10"CLERESTORY STOREFRONT GLAZING SYSTEM METAL CORNICEMETAL CORNICE METAL CANOPYMTL-01 TC-01 12'-0"32'-8"5'-8"1'-4"17'-4"1'-4"19'-10"1'-4"17'-4"1'-4"5'-8" 71'-2" NORTH EAST WEST SOUTH TILT UP CONCRETE 30,191 SF 82.5% 10,102 SF 80.7% 10,102 SF 80.7% METAL PANEL 0 SF 0% 120 SF 1.0% 120 SF 1.0% 1,218 SF 2.8% METAL DOORS & LOUVERS 5,877 SF 16.0% 72 SF 0.6% 72 SF 0.6% 144 SF 0.3% STOREFRONT GLAZING 550 SF 1.5% 1,265 SF 10.0% 1,265 SF 10.0% 7,912 SF 18.4% TOTAL 36,618 SF 100% 12,525 SF 100% 12,525 SF 100% 42,949 SF 100% MATERIAL PERCENTAGES 27,389 SF 63.8% STONE 0 SF 0% 966 SF 7.7% 966 SF 7.7% 6,286 SF 14.7% © COPYRIGHT 2023 ALLIANCE ARCHITECTS, INC. PROJECT NO.: PRELIMINARY THOMAS M. MAXWELL REG. #TX 15730 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION 1600 N. Collins Blvd., Suite 1000 Richardson, Texas 75080 (972) 233-0400 AllianceArch.com 10/10/2023 5:18:33 PMC:\Users\julietas\Documents\REVIT LOCAL FILES\Vista Rdg Mall Dr option 2b_julietasA334L.rvtEP-01 2023167 ELEVATION PLAN500 W. VISTA RDG MALL DR. COPPELL, TXVISTA RDG MALL DR10/10/2023 MATERIAL SCHEDULE COLOR DESCRIPTION AL-01 KAWNEER CLEAR ANODIZED STOREFRONT ALUMINUM GL-01 VITRO SOLARBAN 70 PACIFICA CLEAR GLAZING MTL-01 ALUCONBOND MAGNOLIA ACM METAL PANEL ST-01 ARRISCLIP LIMESTONE 8"x24" SMOOTH STONE TC-01 SW 6252 ICE CUBE FIELD COLOR - TEXTURE COATED CONCRETE TC-02 SW 7036 ACCESSIBLE BEIGE ACCENT 1 - TEXTURE COATED CONCRETE TC-03 SW 7512 PAVILION BEIGE ACCENT 2 - TEXTURE COATED CONCRETE Scale:1" = 30'-0"1 NORTH ELEVATION Scale:1" = 30'-0"2 EAST ELEVATION Scale:1" = 30'-0"3 WEST ELEVATION Scale:1" = 30'-0"4 SOUTH ELEVATION Scale:1" = 10'-0"5 ENTRY Scale:1" = 10'-0"7 CORNER DRAWING RECORD DATE DESCRIPTION 08/21/2023 SITE PLAN SUBMITTAL 09/12/2023 SITE PLAN RESUBMITTAL 10/05/2023 SITE PLAN RESUBMITTAL Scale:1" = 10'-0"6 MIDDLE ENTRY LOT # 1 © COPYRIGHT 2023 ALLIANCE ARCHITECTS, INC. PROJECT NO.: PRELIMINARY THOMAS M. MAXWELL REG. #TX 15730 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION 1600 N. Collins Blvd., Suite 1000 Richardson, Texas 75080 (972) 233-0400 AllianceArch.com 10/10/2023 3:51:46 PMC:\Users\julietas\Documents\REVIT LOCAL FILES\Vista Rdg Mall Dr option 2b_julietasA334L.rvtEP-03 2023167 RENDERIINGS500 W. VISTA RDG MALL DR. COPPELL, TXVISTA RDG MALL DR10/10/2023 DRAWING RECORD DATE DESCRIPTION 09/12/2023 SITE PLAN RESUBMITTAL 10/05/2023 SITE PLAN RESUBMITTAL LOT # 1 _0VERALL FLOOR PLAN 100'-0" T.O. PANEL 134'-8" LEVEL 02 115'-0" ST-01 MTL-01 TC-01 AL-01 GL-01 .141'-0" 27'-0"29'-0"30'-0"_0VERALL FLOOR PLAN 100'-0" T.O. PANEL 134'-8" LEVEL 02 115'-0" ST-01 MTL-01 TC-01 GL-01 AL-01 .50'-0" 21'-2"21'-2"30'-0"_0VERALL FLOOR PLAN 100'-0" T.O. PANEL 134'-8" LEVEL 02 115'-0" ST-01 MTL-01 TC-01 AL-01 GL-01 .50'-0" 21'-2"30'-0"21'-2" _0VERALL FLOOR PLAN 100'-0" T.O. PANEL 134'-8" LEVEL 02 115'-0"2'-2"MTL-01 ST-01 TC-01 GL-01 AL-01 .141'-0"30'-0"13'-6"35'-4"24'-8" © COPYRIGHT 2023 ALLIANCE ARCHITECTS, INC. PROJECT NO.: PRELIMINARY THOMAS M. MAXWELL REG. #TX 15730 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION 1600 N. Collins Blvd., Suite 1000 Richardson, Texas 75080 (972) 233-0400 AllianceArch.com 10/10/2023 5:26:31 PMC:\Users\julietas\Documents\REVIT LOCAL FILES\Vista Rdg Mall Dr OFFICE Bldg 1_julietasA334L.rvtEP-04 Project Number EXTERIOR BUILDING ELEVATIONSCOPPELL, TXCONCEPTUAL COMMERCIALBUILDING 2 ELEVATIONS10/10/2023 MATERIAL SCHEDULE COLOR DESCRIPTION AL-01 KAWNEER CLEAR ANODIZED STOREFRONT ALUMINUM GL-01 VITRO SOLARBAN 70 PACIFICA CLEAR GLAZING MTL-01 ALUCONBOND MAGNOLIA ACM METAL PANEL ST-01 ARRISCLIP LIMESTONE 8"x24" SMOOTH STONE TC-01 SW 6252 ICE CUBE FIELD COLOR - TEXTURE COATED CONCRETE Scale:1/8" = 1'-0"1 NORTH Scale:1/8" = 1'-0"2 EAST Scale:1/8" = 1'-0"3 WEST Scale:1/8" = 1'-0"4 SOUTH NOTE: THE ELEVATIONS PROVIDED FOR THE COMMERCIAL BUILDING ARE CONCEPTUAL IN NATURE. BUILDING ELEVATIONS BY END USER TO BE PROVIDED WITH ACTUAL BUILDING ELEVATIONS. PROPOSED MATERIALS AND COLORS WILL REMAIN CONSISTENT THROUGHOUT THE PROJECT. DRAWING RECORD DATE DESCRIPTION 09/12/2023 SITE PLAN RESUBMITTAL 10/05/2023 SITE PLAN RESUBMITTAL LOT # 2 _0VERALL FLOOR PLAN 100'-0" T.O. PANEL 134'-8" LEVEL 02 115'-0" ST-01 MTL-01 TC-01 AL-01 GL-01 130'-0"29'-0"27'-0"30'-0"_0VERALL FLOOR PLAN 100'-0" T.O. PANEL 134'-8" LEVEL 02 115'-0" ST-01 MTL-01 TC-01 AL-01 GL-01 70'-0"30'-0"21'-2"22'-0"21'-2" _0VERALL FLOOR PLAN 100'-0" T.O. PANEL 134'-8" LEVEL 02 115'-0" ST-01 MTL-01 TC-01 AL-01 GL-01 70'-0" 21'-2"22'-0"21'-2"30'-0"_0VERALL FLOOR PLAN 100'-0" T.O. PANEL 134'-8" LEVEL 02 115'-0"2'-2"MTL-01 ST-01 TC-01 GL-01 AL-01 130'-0"13'-6"35'-4"24'-8"30'-0"© COPYRIGHT 2023 ALLIANCE ARCHITECTS, INC. PROJECT NO.: PRELIMINARY THOMAS M. MAXWELL REG. #TX 15730 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION 1600 N. Collins Blvd., Suite 1000 Richardson, Texas 75080 (972) 233-0400 AllianceArch.com 10/10/2023 5:27:00 PMC:\Users\julietas\Documents\REVIT LOCAL FILES\Vista Rdg Mall Dr OFFICE Bldg 2_julietasA334L.rvtEP-05 Project Number EXTERIOR BUILDING ELEVATIONSCOPPELL, TXCONCEPTUAL COMMERCIALBUILDING 3 ELEVATIONS10/10/2023 MATERIAL SCHEDULE COLOR DESCRIPTION AL-01 KAWNEER CLEAR ANODIZED STOREFRONT ALUMINUM GL-01 VITRO SOLARBAN 70 PACIFICA CLEAR GLAZING MTL-01 ALUCONBOND MAGNOLIA ACM METAL PANEL ST-01 ARRISCLIP LIMESTONE 8"x24" SMOOTH STONE TC-01 SW 6252 ICE CUBE FIELD COLOR - TEXTURE COATED CONCRETE Scale:1/8" = 1'-0"1 NORTH Scale:1/8" = 1'-0"2 EASTScale:1/8" = 1'-0"3 WEST Scale:1/8" = 1'-0"4 SOUTH NOTE: THE ELEVATIONS PROVIDED FOR THE COMMERCIAL BUILDING ARE CONCEPTUAL IN NATURE. BUILDING ELEVATIONS BY END USER TO BE PROVIDED WITH ACTUAL BUILDING ELEVATIONS. PROPOSED MATERIALS AND COLORS WILL REMAIN CONSISTENT THROUGHOUT THE PROJECT. DRAWING RECORD DATE DESCRIPTION 09/12/2023 SITE PLAN RESUBMITTAL 10/05/2023 SITE PLAN RESUBMITTAL LOT # 3 Traffic Impact Analysis Lovett Coppell Development Coppell, Texas Prepared by: Kimley-Horn and Associates, Inc. 2600 North Central Expressway, Suite 400 Richardson, Texas 75080 Registered Firm F-928 Project Number: 069225668 Contact: Jacob Halter, P.E., PTOE Jaric Jones 214-617-0535 Updated Submittal: September 7, 2023 Original Submittal: August 15, 2023 P R E L I M I N A R Y This document is released for the purposes of interim review under the authority of Jacob Halter and not for construction, bidding, or permit purposes. Engineer Jacob Halter P.E. No. 140914 Date 9/6/2023 Page i kimley-horn.com 2600 N Central Expressway, Suite 400, Richardson, TX 75080 214 617 0535 TABLE OF CONTENTS 1. Project Description ........................................................................................................................ 2 2. Study Area .................................................................................................................................... 2 3. Study Scenarios ............................................................................................................................ 2 4. Trip Generation ............................................................................................................................. 3 5. Trip Distribution & Traffic Assignment ........................................................................................... 3 6. Traffic Counts ................................................................................................................................ 3 7. Projected Background Traffic ........................................................................................................ 4 8. Intersection Analysis ..................................................................................................................... 4 9. Site Access Evaluation.................................................................................................................. 5 (I) AUXILIARY LANES...................................................................................................................... 5 (II) DRIVEWAY SIGHT DISTANCES ..................................................................................................... 5 (III) DRIVEWAY SPACING .................................................................................................................. 5 10. Summary ....................................................................................................................................... 5 11. Certification Statement .................................................................................................................. 6 LIST OF EXHIBITS EXHIBIT 1: VICINITY MAP ........................................................................................................................ 7 EXHIBIT 2: CONCEPTUAL SITE PLAN ........................................................................................................ 8 EXHIBIT 3: LANE ASSIGNMENTS AND INTERSECTION CONTROL ................................................................. 9 EXHIBIT 4: 2023 EXISTING TRAFFIC ...................................................................................................... 10 EXHIBIT 5: TRIP DISTRIBUTION & ASSIGNMENT – PASSENGER CARS ...................................................... 11 EXHIBIT 6: SITE-GENERATED TRAFFIC VOLUMES – PASSENGER CARS ................................................... 12 EXHIBIT 7: TRIP DISTRIBUTION & ASSIGNMENT – TRUCKS ...................................................................... 13 EXHIBIT 8: SITE-GENERATED TRAFFIC VOLUMES – TRUCKS ................................................................... 14 EXHIBIT 9: 2025 BACKGROUND TRAFFIC VOLUMES ............................................................................... 15 EXHIBIT 10: 2025 BACKGROUND PLUS SITE-GENERATED TRAFFIC VOLUMES ......................................... 16 EXHIBIT 11: 2030 BACKGROUND TRAFFIC VOLUMES ............................................................................. 17 EXHIBIT 12: 2030 BACKGROUND PLUS SITE-GENERATED TRAFFIC VOLUMES ......................................... 18 EXHIBIT A1: TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT: NORTHWEST GATEWAY PLAZA ................... 19 EXHIBIT A2: SITE-GENERATED TRAFFIC VOLUMES: NORTHWEST GATEWAY PLAZA ................................. 20 kimley-horn.com 2600 N Central Expressway, Suite 400, Richardson, TX 75080 214 617 0535 1. Project Description The site as proposed will comprise a total of 257,500 SF for warehouse use, 15,500 SF for retail, and 15,500 SF for office use. The property is currently undeveloped. Exhibit 1 shows the vicinity of the proposed development including the location of the Lovett Coppell Development and a neighboring proposed Northwest Gateway Plaza background development accounted for in the TIA. Exhibit 2 shows the proposed development plan including proposed driveways, adjacent travel lanes, parking facilities, and building areas. 2. Study Area The analysis included the following proposed driveways:  Drive 1, a right-in/right-out driveway located along SH 121 west of Denton Tap Road upstream of the Sam Rayburn Tollway entrance ramp  Drive 2, a right-in/right-out driveway located along SH 121 west of Denton Tap Road between the Sam Rayburn Tollway entrance ramp and the Business 121 (BUS-121) merge  Drive 3, a right-in/right-out driveway located along BUS-121 northeast of the SH 121/BUS-121 merge The major study area roadways are described below. SH 121 is a frontage road along Sam Rayburn Tollway and is a 2-lane one-way road in front of Drive 1. Southbound SH 121 becomes a one-lane road in front of Drive 2 and merges into BUS- 121. The posted speed limit is 50 mph in front of the site. Business 121 is a 4-lane divided state highway in front of the site. Drive 3 has access to BUS- 121 northbound, a 2-lane section of the highway. The posted speed limit on BUS-121 is 50 mph along the site. Due to the one-way nature of the roadways surrounding the site, the BUS-121/Vista Ridge Mall Drive intersection north can be used to travel southbound along BUS-121 or traffic can travel eastbound to access Sam Rayburn Tollway via Denton Tap Road. Exhibit 3 illustrates the intersection geometry used for the traffic analyses for existing and future conditions. 3. Study Scenarios Traffic operations were analyzed at the study intersections for AM and PM peak hours for the following scenarios:  2023 existing traffic (Exhibit 4)  2025 background traffic (Exhibit 9)  2025 background plus site traffic (Exhibit 10)  2030 background traffic (Exhibit 11) kimley-horn.com 2600 N Central Expressway, Suite 400, Richardson, TX 75080 214 617 0535  2030 background plus site traffic (Exhibit 12) The capacity analyses were conducted using the SynchroTM software package and the associated Highway Capacity Manual reports for unsignalized intersection results. 4. Trip Generation Site-generated traffic estimates are determined using a process known as trip generation. The trips indicated are actually one-way trips or trip ends, where one vehicle entering and exiting the site is counted as one inbound trip and one outbound trip. Table 1 shows the resulting daily and weekday AM and PM peak hour trip generation for the proposed development, showing new external trips. A floor area ratio (FAR) of 0.25 is used for the non-industrial acreage and is split between the retail and office square footage. No reductions were taken for internal capture, pass-by trips, or multimodal use. Table 1 – Trip Generation 5. Trip Distribution & Traffic Assignment The distribution of the site-generated traffic volumes in to and out of the site driveways and onto the street system was based on the area street system characteristics, existing traffic patterns, relative land use density, and the locations of the proposed driveway access to/from the site. The corresponding inbound and outbound traffic assignment, where the directional distribution is applied using the most probable paths to and from the site, can be found in Exhibit 5 for passenger cars and Exhibit 7 for trucks. The resulting site-generated weekday AM and weekday PM peak hour turning movements after multiplying the new external trip generation by the respective traffic assignment percentages is shown in Exhibit 6 for passenger cars and Exhibit 8 for trucks. 6. Traffic Counts 24-hour machine counts were collected near the site on SH 121, and peak hour counts were collected on Business 121. The raw count sheets are provided at the end of this report. The heavy vehicle percentages in the existing traffic are unknown and is estimated to be five percent of the total traffic. Typical heavy vehicle percentages are between two percent to five percent for highways and arterial roads. Daily One-Way Trips IN OUT TOTAL IN OUT TOTAL Warehousing - Total 257,500 SF 150 440 34 10 44 13 33 46 Warehousing - Trucks 257,500 SF 150 155 3 2 5 4 4 8 Warehousing - Passenger Cars 257,500 SF 150 285 31 8 39 9 29 38 Strip Retail Plaza (<40k)15,500 SF 822 844 22 15 37 51 51 102 General Office Building 15,500 SF 710 168 21 3 24 4 18 22 Development Totals Total Net New External Vehicle Trips:1,452 77 28 105 68 102 170 Trip Generation rates based on ITE's Trip Generation Manual , 11th Edition. PM Peak Hour One-Way TripsLand Uses Amount Units ITE Code AM Peak Hour One-Way Trips kimley-horn.com 2600 N Central Expressway, Suite 400, Richardson, TX 75080 214 617 0535 The counts showed the volume on the roadway link as follows:  SH 121: 13,679 vehicles per day (vpd)  Business 121 NB: 1,723 AM peak hour vehicles and 2,598 PM peak hour vehicles 7. Projected Background Traffic The existing traffic counts and historic counts near the site were compared to find expected growth trends within the study area. Based on the recent growth in the area, a conservative annual growth rate of 2% was used for the background traffic. Table 2 shows the TxDOT historical link volumes. Traffic from the proposed Northwest Gateway Plaza background development east of the site is included in the background traffic. The trip assignment and site generated traffic for the Northwest Gateway Plaza background development are shown in Exhibit A1 and Exhibit A2. Table 2 – Historical Link Volumes 8. Intersection Analysis Table 3 shows the intersection operational results for the weekday AM and PM peak hours, respectively. Table 3 – Traffic Operational Results – Weekday AM Peak Hour During the AM peak hour for the 2025 and 2030 background plus site scenarios, the site driveways operate at an acceptable D or better level of service (LOS). Drive 3 operates at LOS BUS 121 Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2013 BUS 121 Vista Ridge Mall Dr TxDOT 40,414 - 2 2014 BUS 121 Vista Ridge Mall Dr TxDOT 42,500 5.2% 3 2015 BUS 121 Vista Ridge Mall Dr TxDOT 45,519 7.1% 4 2016 BUS 121 Vista Ridge Mall Dr TxDOT 45,562 0.1% 5 2017 BUS 121 Vista Ridge Mall Dr TxDOT 51,133 12.2% 3 2018 BUS 121 Vista Ridge Mall Dr TxDOT 47,937 -6.3% 4 2019 BUS 121 Vista Ridge Mall Dr TxDOT 54,394 13.5% 5 2020 BUS 121 Vista Ridge Mall Dr TxDOT 44,507 -18.2% 6 2021 BUS 121 Vista Ridge Mall Dr KHA 44,815 -3.2% Average Growth 2013 - 2021:1.6% DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS TX-121 & Drive 1 SBR 16.1 C 15.9 C 17.2 C 17.0 C TX-121 & Drive 2 SBR 10.2 B 11.2 B 10.4 B 11.4 B BUS-121 & Drive 3 WBR 25.5 D 61.3 F 28.6 D 79.5 F INTERSECTION APPROACH 2025 Background plus Site Traffic AM PEAK HOUR 2025 Background plus Site Traffic PM PEAK HOUR 2030 Background plus Site Traffic 2030 Background plus Site Traffic AM PEAK HOUR PM PEAK HOUR kimley-horn.com 2600 N Central Expressway, Suite 400, Richardson, TX 75080 214 617 0535 F during the PM peak hour for the 2025 and 2030 background plus site scenarios. The highest volumes of the day are analyzed for the peak hour, so delays will be lower during all other hours of the day. Business 121 carries a large volume of traffic during the peak hours, and the anticipated LOS F reflects an expected delay for site traffic exiting the site onto a state highway and represents vehicles waiting for a gap in traffic. The queue length is only about one vehicle during the PM peak hour, and drivers may choose to utilize Drive 1 or Drive 2 to avoid these delays. Both Drive 1 and Drive 2 operate at LOS C or better during both peak hours 9. Site Access Evaluation (I) Auxiliary Lanes No right-turn lanes are recommended for the development due to low right-turning volumes. Table 4 shows the right-turn volumes and TxDOT threshold, respectively. Table 4 – Right-Turn Analysis (II) Driveway sight distances Driveway sight distance is adequate at each intersection. Drive 1 and Drive 3 are located along relatively straight and flat segments and have the 425-feet sight distance required by the TxDOT Access Management Manual (Table 2-3). Drive 3 is about 300 feet from the curve in the road upstream; however, with the neighboring parcel of land west of the proposed development being undeveloped 425 feet of sight distance is visible around the curve. It is recommended that all driveways be designed to provide adequate sight distance (i.e. clear sight with no obstructing objects, signs, landscaping, etc.). (III) Driveway Spacing All driveways exceed the TxDOT 425-foot spacing criteria based on the 50 mph speed limit. 10. Summary The site driveways are anticipated to adequately serve the Lovett Coppell development, and off-site improvements are not recommended. The study area unsignalized intersection approaches are expected to operate within acceptable conditions during the AM peak hour. Drive 3 is expected to operate at LOS F during the PM peak hour for the 2025 and 2030 background plus site scenarios; however queues are about TxDOT Threshold (Access Management Manual, Table 2-3) Drive 1 from SH 121 SB Drive 2 from SH 121 SB Drive 3 from BUS-121 Right-Turn Location Projected Maximum Peak Hour Right-Turn Volume Right-Turn Lane Recommended? 23 vph 50 vph No 11 vph 50 vph No 43 vph 50 vph No kimley-horn.com 2600 N Central Expressway, Suite 400, Richardson, TX 75080 214 617 0535 one vehicle at each driveway. The highest volumes of the day are analyzed for the peak hour, so delays will be lower during all other hours of the day. BUS-121 has a relatively high traffic volume resulting in longer delays at Drive 3 due to waiting for the few gaps in traffic but Drive 1 and Drive 2 can handle the increase in traffic if vehicles are to reroute. Assigned traffic to Drive 3 is low and queue lengths are short; therefore, the amount of delay is manageable. 11. Certification Statement I, Jacob Halter, P.E., PTOE, hereby certify that the information provided in this report is complete and accurate to the best of my knowledge. EXHIBIT 1 Vicinity Map Not To Scale NorthLovette Coppell -Coppell, Texas SITE Drive 1Drive 3 Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive BACKGROUND SITE EXHIBIT 2 Conceptual Site Plan Not To Scale NorthLovette Coppell -Coppell, Texas Sam Rayburn Tollway SH 121 SBFR Drive 3 Drive 1Drive 2 LEGEND: = Signalized = Turn Bay Intersection = Stop-Controlled = Driveway Lanes or Approach Off-Site Improvements = Travel Lane TWLTL = Two-Way Left Turn Lane EXHIBIT 3 Lane Assignment and Intersection Control Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive STOP * LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 0 (0) 1343 (1180)0 (0)0 (0) 235 (257)0 (0)0 ( 0 )1723 (2598)0 (0)EXHIBIT 4 2023 Existing Traffic Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic (Y%) = Percentage of Outbound Site-Generated Traffic 30% 15% (40%) 15% (40%) (45%) (15 % ) (85%) 55%EXHIBIT 5 Trip Distribution & Assignment -Passenger Cars Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 (10%) (35%) (55%) Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 22 (19) 11 (10)10 (39)11 (10) 10 (39)12 (44)4 ( 1 5 )22 (83)41 (35)EXHIBIT 6 Site-Generated Traffic Volumes -Passenger Cars Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 3 (10)9 (34)14 (54)0 (0)0 (0)0 (0)0 (0)0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 (0) 0 (0 ) 0 (0)Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic (Y%) = Percentage of Outbound Site-Generated Traffic 45% (55%) (10 0 % ) 55%EXHIBIT 7 Trip Distribution & Assignment -Trucks Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 (10%) (90%) Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 1 (2) 1 (2)0 (0)0 (0) 0 (0)0 (0)2 ( 4 )0 (0)2 (2)EXHIBIT 8 Site-Generated Traffic Volumes -Trucks Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 0 (0)2 (4)0 (0)0 (0)0 (0)0 (0)0 (0)0 ( 0 ) 0 ( 0 ) 0 ( 0 ) 0 (0) 0 (0 ) 0 (0)Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 0 (0) 1406 (1299)0 (0)0 (0) 259 (334)0 (0)0 ( 0 )1795 (2751)0 (0)EXHIBIT 9 2025 Background Traffic Volumes Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 23 (21) 1418 (1311)10 (39)11 (10) 269 (373)12 (44)6 ( 1 9 )1817 (2834)43 (37)EXHIBIT 10 2025 Background Plus Site-Generated Traffic Volumes Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 0 (0) 1521 (1401)0 (0)0 (0) 279 (356)0 (0)0 ( 0 )1943 (2975)0 (0)EXHIBIT 11 2030 Background Traffic Volumes Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 23 (21) 1533 (1413)10 (39)11 (10) 289 (395)12 (44)6 ( 1 9 )1965 (3058)43 (37)EXHIBIT 12 2030 Background Plus Site-Generated Traffic Volumes Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic (Y%) = Percentage of Outbound Site-Generated Traffic (100%) (85%) (85%) EXHIBIT A1 Trip Distribution and Traffic Assignment: Northwest Gateway Plaza Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 (40%) (45%) Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. 0 (0) 19 (81)0 (0)0 (0) 16 (69)0 (0)0 ( 0 )16 (69)0 (0)EXHIBIT A2 Site-Generated Traffic Volumes: Northwest Gateway Plaza Not To Scale NorthLovette Coppell -Coppell, Texas Drive 1Drive 3 Drive 2Sam Rayburn Tollway Vista Ridge Mall Drive Lovett Coppell 2025 - Build-Out + Site AMHCM 6th TWSC1: SH 121 & Drive 107/31/2023Synchro 11 ReportKimley-HornPage 1IntersectionInt Delay, s/veh 0.1Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 0 1418 23 0 10Future Vol, veh/h 0 0 1418 23 0 10Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - - 0Veh in Median Storage, # - 1 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 91 91 91 91 91 91Heavy Vehicles, % 0 0 5 4 0 0Mvmt Flow 0 0 1558 25 0 11 Major/Minor Major2 Minor2Conflicting Flow All - 0 - 792 Stage 1 - - - - Stage 2 - - - -Critical Hdwy - - - 6.9Critical Hdwy Stg 1 - - - -Critical Hdwy Stg 2 - - - -Follow-up Hdwy - - - 3.3Pot Cap-1 Maneuver - - 0 336 Stage 1 - - 0 - Stage 2 - - 0 -Platoon blocked, % - -Mov Cap-1 Maneuver - - - 336Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach WB SBHCM Control Delay, s 0 16.1HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1Capacity (veh/h) - - 336HCM Lane V/C Ratio - - 0.033HCM Control Delay (s) - - 16.1HCM Lane LOS - - CHCM 95th %tile Q(veh) - - 0.1Lovett Coppell 2025 - Build-Out + Site AMHCM 6th TWSC2: SH 121 & Drive 207/31/2023Synchro 11 ReportKimley-HornPage 2IntersectionInt Delay, s/veh 0.4Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 0 269 11 0 12Future Vol, veh/h 0 0 269 11 0 12Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length -----0Veh in Median Storage, # - 1 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 81 81 81 81 81 81Heavy Vehicles, % 004000Mvmt Flow 0 0 332 14 0 15 Major/Minor Major2 Minor2Conflicting Flow All - 0 - 339 Stage 1---- Stage 2----Critical Hdwy - - - 6.2Critical Hdwy Stg 1----Critical Hdwy Stg 2----Follow-up Hdwy - - - 3.3Pot Cap-1 Maneuver - - 0 708 Stage 1 - - 0 - Stage 2 - - 0 -Platoon blocked, % - -Mov Cap-1 Maneuver - - - 708Mov Cap-2 Maneuver---- Stage 1---- Stage 2---- Approach WB SBHCM Control Delay, s 0 10.2HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1Capacity (veh/h) - - 708HCM Lane V/C Ratio - - 0.021HCM Control Delay (s) - - 10.2HCM Lane LOS - - BHCM 95th %tile Q(veh) - - 0.1 Lovett Coppell 2025 - Build-Out + Site AMHCM 6th TWSC3: BUS-121 & Drive 307/31/2023Synchro 11 ReportKimley-HornPage 3IntersectionInt Delay, s/veh 0.1Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 6 1817 43 0 0Future Vol, veh/h 0 6 1817 43 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0 - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 0 33 4 4 0 0Mvmt Flow 0 7 2019 48 0 0 Major/Minor Minor1 Major1 Major2Conflicting Flow All - 1034 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - 7.56 - - - -Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - 3.63 - - - -Pot Cap-1 Maneuver 0 182 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - 182 - - - -Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SBHCM Control Delay, s 25.5 0 0HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBTCapacity (veh/h) - - 182 -HCM Lane V/C Ratio - - 0.037 -HCM Control Delay (s) - - 25.5 -HCM Lane LOS - - D -HCM 95th %tile Q(veh) - - 0.1 - Lovett Coppell 2025 - Build-Out + Site PMHCM 6th TWSC1: SH 121 & Drive 107/31/2023Synchro 11 ReportKimley-HornPage 1IntersectionInt Delay, s/veh 0.5Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 0 1311 21 0 39Future Vol, veh/h 0 0 1311 21 0 39Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - - 0Veh in Median Storage, # - 1 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 5 9 0 0Mvmt Flow 0 0 1425 23 0 42 Major/Minor Major2 Minor2Conflicting Flow All - 0 - 724 Stage 1 - - - - Stage 2 - - - -Critical Hdwy - - - 6.9Critical Hdwy Stg 1 - - - -Critical Hdwy Stg 2 - - - -Follow-up Hdwy - - - 3.3Pot Cap-1 Maneuver - - 0 373 Stage 1 - - 0 - Stage 2 - - 0 -Platoon blocked, % - -Mov Cap-1 Maneuver - - - 373Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach WB SBHCM Control Delay, s 0 15.9HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1Capacity (veh/h) - - 373HCM Lane V/C Ratio - - 0.114HCM Control Delay (s) - - 15.9HCM Lane LOS - - CHCM 95th %tile Q(veh) - - 0.4Lovett Coppell 2025 - Build-Out + Site PMHCM 6th TWSC2: SH 121 & Drive 207/31/2023Synchro 11 ReportKimley-HornPage 2IntersectionInt Delay, s/veh 1.2Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 0 373 10 0 44Future Vol, veh/h 0 0 373 10 0 44Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length -----0Veh in Median Storage, # - 1 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 89 89 89 89 89 89Heavy Vehicles, % 004000Mvmt Flow 0 0 419 11 0 49 Major/Minor Major2 Minor2Conflicting Flow All - 0 - 425 Stage 1---- Stage 2----Critical Hdwy - - - 6.2Critical Hdwy Stg 1----Critical Hdwy Stg 2----Follow-up Hdwy - - - 3.3Pot Cap-1 Maneuver - - 0 634 Stage 1 - - 0 - Stage 2 - - 0 -Platoon blocked, % - -Mov Cap-1 Maneuver - - - 634Mov Cap-2 Maneuver---- Stage 1---- Stage 2---- Approach WB SBHCM Control Delay, s 0 11.2HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1Capacity (veh/h) - - 634HCM Lane V/C Ratio - - 0.078HCM Control Delay (s) - - 11.2HCM Lane LOS - - BHCM 95th %tile Q(veh) - - 0.3 Lovett Coppell 2025 - Build-Out + Site PMHCM 6th TWSC3: BUS-121 & Drive 307/31/2023Synchro 11 ReportKimley-HornPage 3IntersectionInt Delay, s/veh 0.4Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 19 2834 37 0 0Future Vol, veh/h 0 19 2834 37 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0 - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 21 4 5 0 0Mvmt Flow 0 21 3080 40 0 0 Major/Minor Minor1 Major1 Major2Conflicting Flow All - 1560 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - 7.32 - - - -Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - 3.51 - - - -Pot Cap-1 Maneuver 0 84 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - 84 - - - -Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SBHCM Control Delay, s 61.3 0 0HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1 SBTCapacity (veh/h) - - 84 -HCM Lane V/C Ratio - - 0.246 -HCM Control Delay (s) - - 61.3 -HCM Lane LOS - - F -HCM 95th %tile Q(veh) - - 0.9 - Lovett Coppell 2030 - Build-Out + Site AMHCM 6th TWSC1: SH 121 & Drive 107/31/2023Synchro 11 ReportKimley-HornPage 1IntersectionInt Delay, s/veh 0.1Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 0 1533 23 0 10Future Vol, veh/h 0 0 1533 23 0 10Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - - 0Veh in Median Storage, # - 1 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 91 91 91 91 91 91Heavy Vehicles, % 0 0 5 4 0 0Mvmt Flow 0 0 1685 25 0 11 Major/Minor Major2 Minor2Conflicting Flow All - 0 - 855 Stage 1 - - - - Stage 2 - - - -Critical Hdwy - - - 6.9Critical Hdwy Stg 1 - - - -Critical Hdwy Stg 2 - - - -Follow-up Hdwy - - - 3.3Pot Cap-1 Maneuver - - 0 306 Stage 1 - - 0 - Stage 2 - - 0 -Platoon blocked, % - -Mov Cap-1 Maneuver - - - 306Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach WB SBHCM Control Delay, s 0 17.2HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1Capacity (veh/h) - - 306HCM Lane V/C Ratio - - 0.036HCM Control Delay (s) - - 17.2HCM Lane LOS - - CHCM 95th %tile Q(veh) - - 0.1Lovett Coppell 2030 - Build-Out + Site AMHCM 6th TWSC2: SH 121 & Drive 207/31/2023Synchro 11 ReportKimley-HornPage 2IntersectionInt Delay, s/veh 0.4Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 0 289 11 0 12Future Vol, veh/h 0 0 289 11 0 12Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length -----0Veh in Median Storage, # - 1 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 81 81 81 81 81 81Heavy Vehicles, % 004000Mvmt Flow 0 0 357 14 0 15 Major/Minor Major2 Minor2Conflicting Flow All - 0 - 364 Stage 1---- Stage 2----Critical Hdwy - - - 6.2Critical Hdwy Stg 1----Critical Hdwy Stg 2----Follow-up Hdwy - - - 3.3Pot Cap-1 Maneuver - - 0 685 Stage 1 - - 0 - Stage 2 - - 0 -Platoon blocked, % - -Mov Cap-1 Maneuver - - - 685Mov Cap-2 Maneuver---- Stage 1---- Stage 2---- Approach WB SBHCM Control Delay, s 0 10.4HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1Capacity (veh/h) - - 685HCM Lane V/C Ratio - - 0.022HCM Control Delay (s) - - 10.4HCM Lane LOS - - BHCM 95th %tile Q(veh) - - 0.1 Lovett Coppell 2030 - Build-Out + Site AMHCM 6th TWSC3: BUS-121 & Drive 307/31/2023Synchro 11 ReportKimley-HornPage 3IntersectionInt Delay, s/veh 0.1Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 6 1965 43 0 0Future Vol, veh/h 0 6 1965 43 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0 - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 0 33 4 4 0 0Mvmt Flow 0 7 2183 48 0 0 Major/Minor Minor1 Major1 Major2Conflicting Flow All - 1116 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - 7.56 - - - -Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - 3.63 - - - -Pot Cap-1 Maneuver 0 159 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - 159 - - - -Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SBHCM Control Delay, s 28.6 0 0HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBTCapacity (veh/h) - - 159 -HCM Lane V/C Ratio - - 0.042 -HCM Control Delay (s) - - 28.6 -HCM Lane LOS - - D -HCM 95th %tile Q(veh) - - 0.1 - Lovett Coppell 2030 - Build-Out + Site PMHCM 6th TWSC1: SH 121 & Drive 107/31/2023Synchro 11 ReportKimley-HornPage 1IntersectionInt Delay, s/veh 0.5Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 0 1413 21 0 39Future Vol, veh/h 0 0 1413 21 0 39Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length - - - - - 0Veh in Median Storage, # - 1 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 0 5 9 0 0Mvmt Flow 0 0 1536 23 0 42 Major/Minor Major2 Minor2Conflicting Flow All - 0 - 780 Stage 1 - - - - Stage 2 - - - -Critical Hdwy - - - 6.9Critical Hdwy Stg 1 - - - -Critical Hdwy Stg 2 - - - -Follow-up Hdwy - - - 3.3Pot Cap-1 Maneuver - - 0 342 Stage 1 - - 0 - Stage 2 - - 0 -Platoon blocked, % - -Mov Cap-1 Maneuver - - - 342Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach WB SBHCM Control Delay, s 0 17HCM LOS C Minor Lane/Major Mvmt WBT WBRSBLn1Capacity (veh/h) - - 342HCM Lane V/C Ratio - - 0.124HCM Control Delay (s) - - 17HCM Lane LOS - - CHCM 95th %tile Q(veh) - - 0.4Lovett Coppell 2030 - Build-Out + Site PMHCM 6th TWSC2: SH 121 & Drive 207/31/2023Synchro 11 ReportKimley-HornPage 2IntersectionInt Delay, s/veh 1.1Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Vol, veh/h 0 0 395 10 0 44Future Vol, veh/h 0 0 395 10 0 44Conflicting Peds, #/hr 000000Sign Control Stop Stop Free Free Stop StopRT Channelized - None - None - NoneStorage Length -----0Veh in Median Storage, # - 1 0 - 0 -Grade, % - 0 0 - 0 -Peak Hour Factor 89 89 89 89 89 89Heavy Vehicles, % 004000Mvmt Flow 0 0 444 11 0 49 Major/Minor Major2 Minor2Conflicting Flow All - 0 - 450 Stage 1---- Stage 2----Critical Hdwy - - - 6.2Critical Hdwy Stg 1----Critical Hdwy Stg 2----Follow-up Hdwy - - - 3.3Pot Cap-1 Maneuver - - 0 613 Stage 1 - - 0 - Stage 2 - - 0 -Platoon blocked, % - -Mov Cap-1 Maneuver - - - 613Mov Cap-2 Maneuver---- Stage 1---- Stage 2---- Approach WB SBHCM Control Delay, s 0 11.4HCM LOS B Minor Lane/Major Mvmt WBT WBRSBLn1Capacity (veh/h) - - 613HCM Lane V/C Ratio - - 0.081HCM Control Delay (s) - - 11.4HCM Lane LOS - - BHCM 95th %tile Q(veh) - - 0.3 Lovett Coppell 2030 - Build-Out + Site PMHCM 6th TWSC3: BUS-121 & Drive 307/31/2023Synchro 11 ReportKimley-HornPage 3IntersectionInt Delay, s/veh 0.5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 19 3058 37 0 0Future Vol, veh/h 0 19 3058 37 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0 - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 0 21 4 5 0 0Mvmt Flow 0 21 3324 40 0 0 Major/Minor Minor1 Major1 Major2Conflicting Flow All - 1682 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy - 7.32 - - - -Critical Hdwy Stg 1 - - - - - -Critical Hdwy Stg 2 - - - - - -Follow-up Hdwy - 3.51 - - - -Pot Cap-1 Maneuver 0 68 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 -Platoon blocked, % - - -Mov Cap-1 Maneuver - 68 - - - -Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SBHCM Control Delay, s 79.5 0 0HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1 SBTCapacity (veh/h) - - 68 -HCM Lane V/C Ratio - - 0.304 -HCM Control Delay (s) - - 79.5 -HCM Lane LOS - - F -HCM 95th %tile Q(veh) - - 1.1 - Day:City:Coppell Date:Project #:TX23_470112_001 NB SB EB WB 0 0 0 13,679 AM Period NB SB EB WB NB SB EB WB 0:00 19 19 176 176 0:15 18 18 211 2110:30 7 7 215 2150:45 8 52 8 52 209 811 209 8111:00 13 13 180 1801:15 13 13 190 1901:30 13 13 196 1961:45 13 52 13 52 155 721 155 7212:00 9 9 208 208 2:15 12 12 184 184 2:30 17 17 214 214 2:45 13 51 13 51 189 795 189 7953:00 5 5 202 202 3:15 15 15 179 179 3:30 20 20 189 189 3:45 27 67 27 67 169 739 169 7394:00 28 28 220 220 4:15 27 27 214 214 4:30 40 40 212 212 4:45 42 137 42 137 222 868 222 8685:00 57 57 274 274 5:15 68 68 302 302 5:30 123 123 297 297 5:45 121 369 121 369 307 1180 307 11806:00 112 112 260 260 6:15 154 154 213 213 6:30 213 213 210 210 6:45 224 703 224 703 170 853 170 8537:00 236 236 169 169 7:15 308 308 153 153 7:30 370 370 156 156 7:45 360 1274 360 1274 135 613 135 6138:00 294 294 133 133 8:15 319 319 113 113 8:30 302 302 116 116 8:45 325 1240 325 1240 105 467 105 4679:00 232 232 140 140 9:15 146 146 85 85 9:30 162 162 114 114 9:45 147 687 147 687 62 401 62 40110:00 117 117 78 78 10:15 162 162 81 81 10:30 154 154 66 66 10:45 128 561 128 561 47 272 47 27211:00 152 152 52 52 11:15 151 151 35 35 11:30 160 160 31 31 11:45 164 627 164 627 21 139 21 139 TOTALS 5820 5820 7859 7859 SPLIT %100.0%42.5%100.0%57.5% NB SB EB WB 0 0 0 13,679 AM Peak Hour 7:30 7:30 17:00 17:00 AM Pk Volume 1343 1343 1180 1180 Pk Hr Factor 0.907 0.907 0.961 0.961 7 - 9 Volume 0 0 0 2514 2514 0 0 0 2048 2048 7 - 9 Peak Hour 7:30 7:30 17:00 17:00 7 - 9 Pk Volume 0 0 0 1343 1343 0 0 0 1180 1180 Pk Hr Factor 0.000 0.000 0.000 0.907 0.907 0.000 0.000 0.000 0.961 0.961 VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 16:1516:30 14:0014:1514:30 6/27/2023 14:4515:00 DAILY TOTALS PM Period 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:00 18:0018:1518:3018:4519:0019:15 SR 121 W/O Denton Tap Rd Before Tollway Entrance Ramp 21:3021:4522:00 Total 13,679 19:3019:4520:0020:15 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 TOTAL 23:45 TOTALS Total 13,679 DAILY TOTALS 21:0021:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 Day:City:Coppell Date:Project #:TX23_470112_002 NB SB EB WB 0 0 0 2,491 AM Period NB SB EB WB NB SB EB WB 0:00 5 5 34 34 0:15 3 3 37 370:30 2 2 36 360:45 1 11 1 11 35 142 35 1421:00 4 4 38 381:15 5 5 41 411:30 2 2 36 361:45 2 13 2 13 30 145 30 1452:00 3 3 43 43 2:15 2 2 43 43 2:30 4 4 39 39 2:45 2 11 2 11 41 166 41 1663:00 1 1 36 36 3:15 2 2 24 24 3:30 1 1 33 33 3:45 2 6 2 6 29 122 29 1224:00 3 3 29 29 4:15 2 2 49 49 4:30 5 5 43 43 4:45 3 13 3 13 42 163 42 1635:00 6 6 52 52 5:15 6 6 64 64 5:30 10 10 67 67 5:45 17 39 17 39 74 257 74 2576:00 16 16 44 44 6:15 21 21 34 34 6:30 20 20 39 39 6:45 23 80 23 80 32 149 32 1497:00 30 30 24 24 7:15 38 38 24 24 7:30 67 67 29 29 7:45 74 209 74 209 28 105 28 1058:00 46 46 23 23 8:15 48 48 32 32 8:30 48 48 24 24 8:45 52 194 52 194 21 100 21 1009:00 37 37 28 28 9:15 31 31 23 23 9:30 36 36 27 27 9:45 30 134 30 134 10 88 10 8810:00 20 20 16 16 10:15 32 32 14 14 10:30 28 28 20 20 10:45 21 101 21 101 6 56 6 5611:00 39 39 13 13 11:15 39 39 12 12 11:30 33 33 7 7 11:45 38 149 38 149 6 38 6 38 TOTALS 960 960 1531 1531 SPLIT %100.0%38.5%100.0%61.5% NB SB EB WB 0 0 0 2,491 AM Peak Hour 7:30 7:30 17:00 17:00 AM Pk Volume 235 235 257 257 Pk Hr Factor 0.794 0.794 0.868 0.868 7 - 9 Volume 0 0 0 403 403 0 0 0 420 420 7 - 9 Peak Hour 7:30 7:30 17:00 17:00 7 - 9 Pk Volume 0 0 0 235 235 0 0 0 257 257 Pk Hr Factor 0.000 0.000 0.000 0.794 0.794 0.000 0.000 0.000 0.868 0.868 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 2,491 DAILY TOTALS 21:0021:15 20:30 DAILY TOTALS 22:1522:3022:4523:0023:1523:30 SR 121 Bet. Tollway Entrance Ramp & SR 121 Merge 21:3021:4522:00 Total 2,491 19:3019:4520:0020:15 18:0018:1518:3018:4519:0019:15 16:4517:0017:15 Tuesday 17:3017:45 15:1515:3015:4516:0016:1516:30 14:0014:1514:30 6/27/2023 14:4515:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:1513:3013:45 12:0012:1512:3012:4513:00 Prepared by National Data & Surveying Services ID:23-470113-001 Day: City:Lewisville Date: AM 17 1386 3 0 AM NOON 0 0 0 0 NOON PM 33 1190 5 1 PM AM NOON PM PM NOON AM 1 2 1 0 1 8 0 2 2 271 0 96 1 0 0 0 1 185 0 215 33 0 51 1 TEV 4333 0 4808 0 1 0 0 113 0 118 2 PHF 0.90 0.96 744 0 347 1 0 2 2 1 AM NOON PM PM NOON AM PM 110 683 1489 316 PM NOON 0 0 0 0 NOON AM 125 316 1142 140 AM 0 NONE 05:00 PM - 06:00 PM 1549 SR 121 & Edmonds Ln/W Vista Ridge Mall Dr Peak Hour Turning Movement Count SR 121 Tuesday SOUTHBOUND 6/27/2023 4:00 PM - 06:00 PMPEAK HOURS07:15 AM - 08:15 AM 1177 6:30 AM - 08:30 AM COUNT PERIODSNONE 440 0 256 Totals (AM)1832 Totals (AM)Edmonds Ln/W Vista Ridge Mall Dr EASTBOUNDWESTBOUNDEdmonds Ln/W Vista Ridge Mall Dr 430 0 987 CONTROL Signalized Pedestrians (Crosswalks) Totals (PM)Totals (PM) 0 2470 NORTHBOUND SR 121 Totals (NOON)Totals (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 271 185347 118 51 331190531614896830 0 00 0 0 0000002 96 215744 113 33 171386314011423168 271 185347 118 51 331190531614896830 0 00 0 0 0000002 96 215744 113 33 17138631401142316 kimley-horn.com 2600 North Central Expressway, Suite 400, Ricahrdson, Texas 75080 972 770 1300 October 5, 2023 Matthew Steer Development Services Administrator Coppell Planning Department 265 E Parkway Boulevard Coppell, TX 75019 RE:Letter of Intent 500 W Vista Ridge Mall Dr – Approximate 19 - acre site Northeast corner of the intersection of SH121 and SH121 Coppell, Texas Dear Mr. Steer: In accordance with the guidelines provided in the City’s development handbook, Kimley-Horn has prepared this Letter of Intent on behalf of Lovett Industrial to submit a conceptual PD and an amendment to the Comprehensive Plan for the property gener- ally located at 500 W Vista Ridge Mall Dr. The subject property is currently designated as HC on the zoning map and Freeway Special District on the Future Land Use Plan. Given some challenges associated with the site’s access and location, it is our belief that the zoning for this specific property has been the major inhibitor to the development of the site, thus preventing City of Coppell from potential job creation and tax benefits. The request is to allow the use of Office/Warehouse within the master plan which also will incorporate other commercial uses and amenities. We believe that the modifications requested will render the site developable and allow the property to conform to its highest and best use. Among other benefits to having an Office/Warehouse facility in this location, please note some key considerations below: a) Given the major thoroughfares that run through Coppell and its proximity to DFW Airport, Coppell is a strategic location from a logistics standpoint within the Metroplex. This drives best-in-class, highly accredited tenant demand for Office/Warehouse space while providing minimal impact to City of Coppell roadway systems, given that most of the roads used by tenants in this location will be TXDOT or City of Lewisville roads. b) The development will create the opportunity for additional tax revenue with relatively little impact to the City of Coppell’s infrastructure, as well as provide increased opportunities for employment within the City. Given the site’s unique location and the various uses that will be provided onsite, the Developer has engaged multiple commercial real estate brokers across asset classes including retail, industrial, office, and medical. Based on feedback from these industry experts, this site has proved to be a difficult location for many of the currently approved uses and is best suited for a development incorporating the uses proposed herein. The proposed PD will honor the spirit of the current HC zoning to the south of the site by providing the opportunity for the development of two commercial/office pad sites. The Developer will be providing enhanced landscaping throughout the property, including a walking trail around the central retention pond with an artistic fountain within the pond serving as an architectural focal feature for the project. The front elevation of the warehouse will be set back roughly 300 ft from the Hwy 121 frontage road. Given the high quality of the development, as shown by the renderings provided, the Developer intends to construct a building with a high image and an attractive façade, in-line with or superior to the aesthetic of the surrounding existing warehouse and office product. Based on the combination of the positive economic impact this development will provide, the standard and quality of construction, and the features unique to this project, it is our team’s belief and hope that this development will receive your full support. We believe the project will result in an appealing visual to commuters on Hwy 121, will have an immediate positive economic impact for the City, and will be a project that Coppell residents are proud of. Page 2 kimley-horn.com 2600 North Central Expressway, Suite 400, Ricahrdson, Texas 75080 972 770 1300 We look forward to navigating the City’s process in close coordination with City Staff, Planning and Zoning Commission, and City Council. We anticipate presenting at the September 21st P&Z and October 10th City Council meetings. Please contact me at (972) 776-1780 or dan.gallagher@kimley-horn.com should you need any further information or have any questions at this time. Sincerely, Dan Gallagher, P.E. STATE HIGHWAY 121 BYPASS(A VARIABLE WIDTH RIGHT-OF-WAY)STATE HIG HW AY 121(A VAR IABLE W IDTH R IG HT-O F-W AY)LANDSCAPE PARKING ADA RAMP PARKINGCOMMERCIAL SERVICE ROADLANDSCAPE RAMP TO 121 HIGHWAY 121 HIGHWAY WEST 121 HIGHWAY EAST ROOFTOP EQUIPMENT PROPERTY LINEPROPERTY LINE6'-0"46'-6"34'-8"1 2 SERVICE ROAD SIDEWALK AND ISLANDPARKING LANDSCAPE LANDSCAPEPARKINGCOMMERCIALDRIVELANDSCAPEPARKING ROOFTOP EQUIPMENT 521'-0 7/8"PROPERTY LINEPROPERTY LINE6'-0"49'-4"34'-8"© COPYRIGHT 2023 ALLIANCE ARCHITECTS, INC. PROJECT NO.: PRELIMINARY THOMAS M. MAXWELL REG. #TX 15730 NOT FOR REGULATORY APPROVAL, PERMITTING OR CONSTRUCTION 1600 N. Collins Blvd., Suite 1000 Richardson, Texas 75080 (972) 233-0400 AllianceArch.com 10/10/2023 3:50:35 PMC:\Users\julietas\Documents\REVIT LOCAL FILES\Vista Rdg Mall Dr option 2b_julietasA334L.rvtEP-02 2023167 SIGHT LINE STUDIES500 W. VISTA RDG MALL DR. COPPELL, TXVISTA RDG MALL DR10/10/2023 DRAWING RECORD DATE DESCRIPTION 08/21/2023 SITE PLAN SUBMITTAL 09/12/2023 SITE PLAN RESUBMITTAL 10/05/2023 SITE PLAN RESUBMITTAL Scale:1/16" = 1'-0"1 SIGHT LINE STUDY FROM H121 EAST Scale:1" = 200'-0"3 KEY PLAN Scale:1/16" = 1'-0"2 SIGHT LINE STUDY FROM H121 WEST LOT # 1 DRAFT 101023 Proposed Conditions 500 W Vista Ridge Mall Drive Planned Development The permitted uses and standards shall be in accordance with Article 22 “HC” Highway Commercial District zoning regulations and the Comprehensive Zoning Ordinance of the City of Coppell, Texas unless otherwise specified herein: 1. Article 22. – “HC” Highway Commercial District Zoning: a) Sec. 12-22-1. – Use regulations. Additional permitted uses: i) Office/Warehouse ii) General warehousing activities iii) Distribution Center b) Sec. 12-22-5. – Type of exterior construction. i) All structures shall be 80 percent masonry or concrete tilt-wall exterior exclusive of doors and windows. ii) Flat roofs and parapet walls around flat roofs shall have a cornice, cap or other detail with a vertical height that will screen any rooftop equipment from the frontage right- of-way and is at least 6 inches greater than the roofline. Pitched roofs shall have roofing material of a lusterless neutral/earth tone, white, or green color. Green colors shall be limited to dark forest greens, gray greens, pale bluish-gray greens, slate greens and copper patina. Metal roofs may be standing seam either with a baked-on lusterless finish or made of copper. iii) Where walls exceed 100 feet in length, additional architectural accents must be included to break up the expanse of the wall. These may include items such as reveals, windows, and wall articulations, among others. iv) Metal canopies are permitted. 2. Article 31. – Off-Street Parking Requirements: a) Sec. 12-31-6. – Off-street parking requirements, based on use. i) Manufacturing or industrial establishment, research or testing laboratory, creamery, bottling plant, warehouse, distribution center, printing or plumbing shop, or similar establishment: One parking space for each employee on the maximum working shift plus space to accommodate all trucks and other vehicles used in connection therewith, but not less than one parking space for each 2,000 square feet of floor area. 3. Article 33. – Screening Standards: a) Sec. 12-33-1. Location of required screening. DRAFT 101023 i) Roof-mounted mechanical and utility equipment must only be screened from the frontage right-of-way and any adjacent residential uses. 4. Article 34. – Landscape Regulations: a) Sec. 12-34-2-6. – Exemptions. i) Trees located within the building footprint, public utility easements, fire lanes, detention area, and area identified for commercial uses on the site plan shall not be considered as protected trees under this section and shall not be subject to tree reparation payment. b) Sec. 12-34-2-13- Tree replacement credits. i) Replacement of protected trees may be satisfied by providing replacement trees as identified on the Landscape Plan and paying money in lieu of tree replacement to the City of Coppell Reforestation and Natural Areas Fund in an amount not to exceed $___,___.00. 2. Article 36. – Glare and Lighting Standards: a) Sec. 12-36-2. – Non-residential site lighting. i) Site lighting shall be permitted at all hours provided that the intensity measured at the adjacent property line is 0.00 foot candles. 3. Article 42. – Special Definitions: a) Sec. 12-42-1. – Definitions. i) Distribution Center: A building or facility used for the storage and distribution of items/products, which may include (a) receiving, storing, assembling, shipping, distributing, preparing, and selling items/products and serving as a pick -up/drop-off location for items/products; (b) the parking, storage, incidental maintenance, fueling and use (including driving into and through the building for loading and unloading and parking inside the building) of automobiles, trucks, machinery and trailers, including outdoor loading and unloading; (c) printing; (d) making products on demand; (e) light assembly and manufacturing; (f) warehouse and office use; (g) using, handling or storing materials in the ordinary course of business, including any packaged merchandise to be sold, handled, and/or held for shipment to customers, maintenance of trucks and machinery, and fuel (including liquefied hydrogen or other alternative fuels) or batteries for any trucks, generators or other machinery or the equipment described in this definition; (h) installing and operating rooftop equipment such as satellite dishes, cellular antenna, and renewable energy systems, including solar energy systems and hydrogen fuel cell tanks and related equipment; (i) installing and operating battery storage systems, electrical generators, and fuel tanks; and (j) ancillary and DRAFT 101023 related uses for any of the foregoing, all on a twenty-four-hour, seven-days-per-week, fifty-two-weeks-per-year basis. A distribution center may receive sortable and non- sortable product from vendors and others. Products may be stored in different storage types (mainly traditional pallet racking systems and shelving), providing the capability to fulfill customer orders and sort them to downstream transportation connections. Cages and pallets coming from inbound operations may be sent towards drop zones with Powered Industrial Trucks (PIT) to perform the stowing process onto the storage system (e.g. VNA Racking, shelving, etc.). ITEM # 9 Page 1 of 5 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD-313-MF-2, Lake Breeze Senior Living P&Z HEARING DATE: October 19, 2023 C.C. HEARING DATE: November 14, 2023 STAFF REP.: Mary Paron-Boswell, Sr. Planner LOCATION: SEQ of S. Beltline Rd and E. Beltline Rd. and west side of Sanders Loop. SIZE OF AREA: 4.408 acres of property CURRENT ZONING: C (Commercial) REQUEST: A zoning change request from C to PD-313-MF-2 (Planned Development 313- Multifamily-2) to allow a 120 unit, four (4) story, age restricted 55+ senior living apartment complex on approximately 4.4 acres located on the east side of S Belt Line Road and west side of Sanders Loop, approximately 660 feet south of E Belt Line Road and an amendment to the 2030 Comprehensive Master Plan from Mixed Use Community Center to Urban Residential Neighborhood. APPLICANT: Owner: Consultant: Coppell Lake Breeze LLC ZoneDev Vijay Borra Maxwell Fisher, AICP 924 S. Beltline Rd 2502 Grandview Dr. Coppell, Texas 75019 Richardson, Texas 75080 972-469-2799 945-248-4167 Email: vijay@dfwland.com Email: maxwell@zonedevtx.com HISTORY: The 2030 Comprehensive Plan originally had this area identified as Mixed Use Neighborhood Center and was amended in 2016 to Mixed Use Community Center (or Single Family Residential). This property has never been developed. HISTORIC COMMENT: This property does not have any historic significance. TRANSPORTATION: E. Belt Line Rd is a six-lane divided thoroughfare. S. Belt Line Rd is a six-lane divided thoroughfare. ITEM # 9 Page 2 of 5 SURROUNDING LAND USE & ZONING: North: DART Silverline ROW- (C) South: Chase Bank – Commercial (C) East: City Limits - Cypress Waters, City of Dallas West: Office Warehouse – Light Industrial (LI) Restaurant – Commercial (C) Automotive Repair Facility - Commercial (C) COMPREHENSIVE PLAN: The Coppell 2030 Comprehensive Master Plan shows this property as Mixed Use Community Center (or Single Family Residential). DISCUSSION: This is a two-part request. Part one is a Detail Site Plan for a four story, 120-unit multi-family product on approximately 4.4 acres. The second part is also associated with the multi-family request, which requires a change to the future land use map from Mixed Use Community Center (or Single Family Residential) to Urban Residential Neighborhood. Detail Site Plan – Lake Breeze Sr. Living Apartments This proposed 50-ft in height, four story, 120-unit apartment complex is to be age restricted to persons aged 55+. The property is L-shaped and the building matches it with the site plan showing the L-shaped building being off-set from S. Belt Line Road approximately 158-ft; 25-ft from Sanders Loop to the east and 82- ft from the DART Silverline rail to the north. The southern portion of the property has an ATMOS gas line easement that runs through it and is 100-ft at the widest point. The main entrance will be from S. Belt Line Road. There are several PD conditions being requested, one of them being the amount of parking to be provided on-site. The typical MF-2 apartment is required to provide two parking spaces/unit and ½ space for guest parking/unit. They are proposing to provide 147 spaces which calculates to one space per unit plus 1 space per five units, totaling approximately 1.22 spaces per unit which is consistent with other age restricted properties we analyzed. Another PD condition is the allowable number of stories and density for MF-2 with two stories and 22 units/acre being the maximum allowed by ordinance and four stories and 28 units/acre being requested, denser than other MF properties. Because of the property constraints, parking is being provided on the northern portion of the site, with parking in the front yard being requested. They are providing covered parking for ½ of the site which meets requirements. Another PD condition being requested is to allow for balconies to project 5 -ft into the required front yard along Sanders Loop. The room breakdown is 72 one-bedroom units (min. 700-sf) and 48 two-bedroom units (min. 900-sf) which will be accessed from an air-conditioned interior corridor. There are two elevators proposed and since no emergency generator is proposed, all ADA rooms will be required to be on the ground floor. All the units will have granite counter tops and stainless-steel appliances. They are proposing a clubhouse/lounge area (2,200-sf), a fitness room (2,000-sf), a multi-purpose room for games and crafts (1,100-sf), a mail package area (500-sf) and leasing/welcome area (1,200-sf) all on the ground floor. Staff would request that ITEM # 9 Page 3 of 5 they provide an additional area of 500-sf open area/lounge on each floor for residents to gather. They noted in their narrative a bistro bar, but it was not labeled on the floor plan. Exterior amenities are proposed to include a dog area, shade structure with BBQ grill, a butterfly garden, a fire pit, two sport/game areas for games like bocce ball and corn hole. They note concierge services during business hours. Staff would like those hours clarified. DART The train lines are under construction and the tracks are elevated in this particular section, measuring from the ground to the bottom beam of the track is approximately 19-ft and about another 7-ft of support and then an additional 3-ft to the handrail on the tracks. This lines up with the third floor of the proposed complex. Staff would like to add a condition that if this building is constructed then mitigation of the train noise and any potential vibration from the tracks be factored into the construction. This would include the windows and all other construction material. Noise should not be greater than 55 decibels on the interior of the building. The following information was taken from the DART website: DART anticipates weekday service for the Silver Line to be from 6:00 a.m. to 9:00 p.m. However, it's possible that service hours could be as early as 5:00 a.m. or as late as 11:00 p.m. The Silver Line will run every 60 minutes, and during peak hours, such as weekday commute times, it will run every 30 minutes. This line should be in operation in late 2025 to mid-2026. Building Elevations and Signage The building elevations and material board show a variety of materials and colors proposed for the building. There are two bricks colors proposed, one light (ACME steel gray) and one dark (ACME ebony); in addition, there is cementitious board and batten, cementitious panels and siding as well as cementitious wood tone siding. The roof will be a standing seam metal roof and metal for the balcony areas (33% open area). The materials will be used in different sections and articulations. The covered parking will have a standing seam metal roof and the pillars will have some brick accentuations. As noted in the previous section, the third floor of the complex is proposed to be in line with the train tracks. There is approximately 82 feet separation from the building to the tracks. There were no signs submitted for this development. Any proposed signage will need to conform to City requirements. Traffic Study A Traffic Study has been submitted for this property and the trip generation for this site is low. The one recommendation for this site is the installation of a southbound left turn deceleration lane on Belt Line Road at the existing median opening serving this site. ITEM # 9 Page 4 of 5 Landscape Plans & Tree Mitigation The Landscape Plans provided show that the site meets the minimum requirements, with approximately 40% of the site landscaped, the majority of this is the Atmos gas easement, and only 17% outside of that is outside of the gas easement. They are proposing 65 overstory trees (Live Oak, Cedar Elm, Chinese Pistache, and Shumard Red Oak) and 20 accent trees (Crepe Myrtle, Yaupon Holly). Land Use Amendment The 2030 Master Plan calls for this area to be Mixed Use Community Center (or Single Family Residential) with a maximum density of 10 dwelling units per acre. The area was to be mixed-use consisting of both neighborhood and community serving commercial, retail and office uses, or medium density single-family urban residential with commercial services and transit services accessible within a short walking distance. This area is currently served by office warehouse buildings to the west, Cypress Watter’s to the east, a bank to the south and a new DART Silverline passenger rail abutting the northern boundary of this property. Part of the request is to amend the Future Land Use Plan for this site to Urban Residential Neighborhood, which allows for higher density residential uses that serve the needs of residents seeking alternatives to low and medium density single-family detached housing. The idea was to have a mix of housing with the majority being owner-occupied and not all rentals. Staff is recommending that if this request is approved the following PD Conditions be added: 1. There may be additional comments during the building permit and detailed engineering review. 2. The installation of a southbound left turn deceleration lane on Belt Line Road at the existing median opening serving this site. 3. Building elevations be approved as presented, however building must provide for noise attenuation. 4. No greater than 55 decibels inside the building. 5. Site lighting shall meet City of Coppell requirements. 6. To allow for one parking space per unit plus 1 per 5 guest parking. 7. To allow for parking as shown on the plans. 8. To allow for four stories and a density of 28 units/acre. 9. To allow for a 5-ft balcony projection into the front yard along Sanders Loop. 10. To provide additional 500-sf of lounge areas on each upper floor. 11. Amend the Future Land Use Plan to Urban Residential Neighborhood. 12. Clarify the hours for concierge service. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Detail Site Plans 2. Landscape Plans 3. Tree Survey & Mitigation Plans ITEM # 9 Page 5 of 5 4. Building & Carport Elevations and Material Board 5. Floor Plan 6. Narrative 7. Traffic study S. BELT LINE RDSANDERS LOOPSITE PLAN 1"=40' SP Project No. Sheet No.Issue Dates:Revision & Date: 1 2 3 4 5 6 Drawn By:Checked By:Scale: C.E.C.I.CITY OF COPPELL, TEXAS COPPELL SENIOR LIVING23057 DFW LAND REAL ESTATE LAKE BREEZE SENIOR LIVING1720 W. Virginia Street McKinney, Texas 75069 972.562.4409 Texas P.E. Firm No. F-5935 C.E.C.I. 1 2 3 4 5 6 CALL BEFORE YOU DIG (@ least 72 hours prior to digging) STOP! 08/23/2023 “” “” ’ 09/19/2023 10/09/2023 CLIENT:REVISIONS:ISSUES:COPPELL, TEXASLAKE BREEZE SENIOR LIVINGJOB NUMBER: DFW-2301LAKE BREEZE SENIOR LIVING COPPELL HEIGHTS, LOTS 3, 4, 5, 11, 12, 13, 14, & 15 COPPELL, TEXAS 08-23-23ISSUE FOR PERMIT1MEEKS DESIGN GROUP, INC.1755 N. COLLINS BLVD., SUITE 300RICHARDSON, TX 75080PH (972) 690-7474F (972) 690-7878DFW LAND REAL ESTATE9111 Cypress Waters Blvd.Suite 140Coppell, TX 75019ISSUE FORPERMIT08-23-23ARB XOFAETET HITERCTERACSTIEGR ODN LCANDSDR E E OOBNAPEHS A ST2485H.09-20-23PER CITY COMMENTS110-10-23PER CITY COMMENTS2.2.#0&5%#2'2.#0040800GRAPHIC SCALE IN FEET.#0&5%#2'2.#05%#.'Ä.#0&5%#2'/#+06'0#0%'6JGQYPGTVGPCPVCPFVJGKTCIGPVKHCP[UJCNNDGLQKPVN[CPFUGXGTCNN[TGURQPUKDNGHQTVJGOCKPVGPCPEGQHCNNNCPFUECRKPI#NNTGSWKTGFNCPFUECRKPIUJCNNDGOCKPVCKPGFKPCPGCVCPFQTFGTN[OCPPGTCVCNNVKOGU6JKUUJCNNKPENWFGOQYKPIGFIKPIRTWPKPIHGTVKNK\KPIYCVGTKPIYGGFKPICPFQVJGTUWEJCEVKXKVKGUEQOOQPVQVJGOCKPVGPCPEGQHNCPFUECRKPI.CPFUECRGFCTGCUUJCNNDGMGRVHTGGQHVTCUJNKVVGTYGGFUCPFQVJGTUWEJOCVGTKCNQTRNCPVUPQVCRCTVQHVJGNCPFUECRKPI#NNRNCPVOCVGTKCNUUJCNNDGOCKPVCKPGFKPCJGCNVJ[CPFITQYKPIEQPFKVKQPCUKUCRRTQRTKCVGHQTVJGUGCUQPQHVJG[GCT2NCPVOCVGTKCNUYJKEJFKGUJCNNDGTGRNCEGFYKVJRNCPVOCVGTKCNQHUKOKNCTXCTKGV[CPFUK\G+44+)#6+10016'#...#0&5%#2'#4'#55*#..$'(7..;+44+)#6+109+6*#0#761/#6+%+44+)#6+105;56'/#0+44+)#6+102.#09+..$'4'37+4'&9+6*6*'$7+.&+0)2'4/+6.#0&5%#2'5+6'&#6#616#.5+6'#4'#5( #%4'5)41552#4-+0)#4'#5(+06'4+14.#0&5%#2+0)5(2'4+/'6'4.#0&5%#2+0)5(0108'*+%7.#412'052#%'5( 1(5+6'$.&)(11624+065(PLANT SCHEDULESYMBOLCANOPY TREESPLANT NAMESIZEQUAN.LIVE OAK3" CAL.20QUERCUS VIRGINIANACEDAR ELM3" CAL.23ULMUS CRASSIFOLIACHINESE PISTACHE3" CAL.17PISTACIA CHINENSISSHUMARD RED OAK3" CAL.5QUERCUS SHUMARDIIIIIGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SSS. BELT LINE ROAD SANDERS LOOP Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''WE-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS LANDSCAPE ARCHITECTMEEKS DESIGN GROUP1755 N. COLLINS BLVD., SUITE 300RICHARDSON, TEXAS 75080(972) 690-7474BRANDON BOOHERBBOOHER@MDGLAND.COMLANDSCAPE PLANCoppell Heights, Lots 3, 4, 5, 11, 12, 13, 14 & 154.408 AcresInst. No. 201400133829City of CoppellDallas CountyAUGUST 23, 2023OWNER/APPLICANTCoppell Lake Breeze LLC924 S Belt Line RdCoppell, Texas 75019Phone (937) 219-4987Contact: Kiranmai Yalamanchili.#0&5%#2'&#6#6#$.'':+56+0)#0&241215'&·2GTKOGVGT.CPFUECRKPIUSHVTGSWKTGFUSHVRTQXKFGFÄ6TGGUQXGTUVQT[TGSWKTGFQXGTUVQT[RTQXKFGFWPFGTUVQT[RTQXKFGF·+PVGTKQT.CPFUECRKPIUSHVTGSWKTGFUSHVRTQXKFGFÄ6TGGUTGSWKTGFQXGTUVQT[RTQXKFGFWPFGTUVQT[RTQXKFGF·0QPÄXGJKEWNCT.CPFUECRKPIUSHVTGSWKTGFUSHVRTQXKFGFÄ6TGGUTGSWKTGFRTQXKFGF PGYVTGGUCPFGZKUVKPIVTGGU·2GTEGPVCIGQH6QVCN5KVG#TGCFGXQVGFVQNCPFUECRKPIUSHV·2GTEGPVCIGQH6QVCN5KVG#TGCFGXQVGFVQNCPFUECRKPIQWVUKFGQHICUGCUGOGPVUSHV100'-0" ATMOSGAS EASEMENTEXISTING TREETO REMAIN (TYP)DOG PARKSHADED SEATINGFLEX SPORTS AREASCOVERED PATIO W/OUTDOOR WATER FEATUREAND SEATING AREACREPE MYRTLE3" CAL.12LAGERSTROEMIA INDICAYAUPON HOLLY - TREE FORM3" CAL.8ILEX VOMITORIADWF BURFORD HOLLYILEX CORNUTA "BURFORDII"EVERGREENSCREENING (TYP)5 GAL.25410'-0" LANDSCAPESETBACK10'-0" LANDSCAPESETBACK10'-0" LANDSCAPESETBACK10'-0" LANDSCAPESETBACK15'-0" LANDSCAPESETBACK10'-0" LANDSCAPESETBACK25'-0" BUILDINGSETBACK25'-0" BUILDINGSETBACK20'-0" BUILDINGSETBACKGRASS (TYP)GRASS(TYP)GRASS (TYP)BERMUDA GRASSSOLID SOD40,100 SFACCENT TREESSHRUBS GROUNDCOVERFIRE PIT W/SEATINGBUTTERFLYGARDEN CLIENT:REVISIONS:ISSUES:COPPELL, TEXASLAKE BREEZE SENIOR LIVINGJOB NUMBER: DFW-2301LAKE BREEZE SENIOR LIVING COPPELL HEIGHTS, LOTS 3, 4, 5, 11, 12, 13, 14, & 15 COPPELL, TEXAS 08-23-23ISSUE FOR PERMIT1MEEKS DESIGN GROUP, INC.1755 N. COLLINS BLVD., SUITE 300RICHARDSON, TX 75080PH (972) 690-7474F (972) 690-7878DFW LAND REAL ESTATE9111 Cypress Waters Blvd.Suite 140Coppell, TX 75019ISSUE FORPERMIT08-23-23ARB XOFAETET HITERCTERACSTIEGR ODN LCANDSDR E E OOBNAPEHS A ST2485H.09-20-23PER CITY COMMENTS110-10-23PER CITY COMMENTS265Ä64''5748';/+6+)#6+102.#0IIIGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SS Ex-18''SSS. BELT LINE ROAD SANDERS LOOP Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''W Ex-16''WE-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS E-12''SS 040800GRAPHIC SCALE IN FEET64''5748';/+6+)#6+102.#05%#.'ÄEXISTING TREETO BE PRESERVEDEXISTING TREETO BE REMOVEDLEGENDEXISTING TREE CHART100'-0" ATMOSGAS EASEMENTLANDSCAPE ARCHITECTMEEKS DESIGN GROUP1755 N. COLLINS BLVD., SUITE 300RICHARDSON, TEXAS 75080(972) 690-7474BRANDON BOOHERBBOOHER@MDGLAND.COMTREE SURVEY/MITIGATION PLANCoppell Heights, Lots 3, 4, 5, 11, 12, 13, 14 & 154.408 AcresInst. No. 201400133829City of CoppellDallas CountyAUGUST 23, 2023OWNER/APPLICANTCoppell Lake Breeze LLC924 S Belt Line RdCoppell, Texas 75019Phone (937) 219-4987Contact: Kiranmai Yalamanchili GSPublisherVersion 1440.57.58.7 LAKE BREEZE SENIOR LIVINGCoppell, TexasDelta Issue Name Date NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. Monica Miranda Registered Architect of the State of: TEXAS Registration Number: 19509 01 Copyright © JHP 2023All Rights Reserved. All materialsembodied herein constitute an originalwork by the Architect; the Architectowns all copyrights herein. The viewermay not reproduce, display or distributethis work or prepare derivative worksbased on this work without the expresswritten consent of the copyright owner. Issue for: Project Number: Drawn By:GLollar 2023011 BUILDING ELEVATIONSAC25.JHP_23Q1.0 10/9/2023 GLollar A FIRM WITH A VIBRANT & EXCITING CULTURE RECOGNIZED FOR ELEVATED DESIGN PD Submittal First Floor F.F 0" Roof Top Plate 43'-2 1/2" Max. Height 50' Second Floor F.F 12'-8 1/2" Third Floor F.F 23'-5" Fourth Floor F.F 34'-1 1/2"14'-0"CLEARFirst Floor F.F 0" Roof Top Plate 43'-2 1/2" Max. Height 50' Second Floor F.F 12'-8 1/2" Third Floor F.F 23'-5" Fourth Floor F.F 34'-1 1/2" 01 - Brick 1 02 - Brick 2 03 - Cementitious Board and Batten - Color 1 04 - Cementitious panel - Color 2 05 - Cementitious Siding - Color 3 07 - WoodTone Cementitious Siding 08 - Perforated Metal Railing 33% Open Area 06 - Cementitious Panel Accent- Color 4 09 - Standing Seam Metal Roof Material Percentage Brick 51.1% Cementitious Board and Batten 30.3% Cementitious Panel 14.8% Woodtone 3.8% Total 100.0% Material Percentage Brick 26.4% Cementitious Siding 5.1% Cementitious Board and Batten 66.1% West Elevation Material Percentages East Elevation Material Percentages Material Percentage Brick 51.1% Cementitious Board and Batten 30.3% Cementitious Panel 14.8% Woodtone 3.8% Total 100.0% Material Percentage Brick 26.4% Cementitious Siding 5.1% Cementitious Board and Batten 66.1% Woodtone 2.5% Total 100.0% Material Percentage Brick 38.8% Cementitious Siding 14.3% Cementitious Board and Batten 29.1% Cementitious Panel 11.0% Woodtone 6.8% Total 100.0% Material Percentage Brick 39.0% Cementitious Siding 25.8% Cementitious Board and Batten 34.1% Woodtone 1.1% Total 100.0% West Elevation Material Percentages East Elevation Material Percentages South Elevation Material Percentages North Elevation Material Percentages 20 Key Plan Scale: 1/16" = 1'-0"06 South Elevation Scale: 1/16" = 1'-0"11 West Elevation 16 Material Legend 1106020703050804CoveredEntryStorefrontMetalAwning04010803MetalAwning0306070208010606BalconyOffsetOffsetPillarsBayWindowBalconyPillarsOffsetOffset01BayWindowRecessedEntry010709 GSPublisherVersion 1440.57.58.7 LAKE BREEZE SENIOR LIVINGCoppell, TexasDelta Issue Name Date NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. Monica Miranda Registered Architect of the State of: TEXAS Registration Number: 19509 02 Copyright © JHP 2023All Rights Reserved. All materialsembodied herein constitute an originalwork by the Architect; the Architectowns all copyrights herein. The viewermay not reproduce, display or distributethis work or prepare derivative worksbased on this work without the expresswritten consent of the copyright owner. Issue for: Project Number: Drawn By:GLollar 2023011 BUILDING ELEVATIONSAC25.JHP_23Q1.0 10/9/2023 GLollar A FIRM WITH A VIBRANT & EXCITING CULTURE RECOGNIZED FOR ELEVATED DESIGN PD Submittal Fourth Floor F.F 34'-1 1/2" Third Floor F.F 23'-5" Second Floor F.F 12'-8 1/2" First Floor F.F 0" Roof Top Plate 43'-2 1/2" Max. Height 50' First Floor F.F 0" Roof Top Plate 43'-2 1/2" Max. Height 50' Second Floor F.F 12'-8 1/2" Third Floor F.F 23'-5" Fourth Floor F.F 34'-1 1/2"14'-0"CLEARMaterial Percentage Brick 51.1% Cementitious Board and Batten 30.3% Cementitious Panel 14.8% Woodtone 3.8% Total 100.0% Material Percentage Brick 26.4% Cementitious Siding 5.1% Cementitious Board and Batten 66.1% Woodtone 2.5% Total 100.0% Material Percentage Brick 38.8% Cementitious Siding 14.3% Cementitious Board and Batten 29.1% Cementitious Panel 11.0% Woodtone 6.8% Total 100.0% Material Percentage Brick 39.0% Cementitious Siding 25.8% Cementitious Board and Batten 34.1% Woodtone 1.1% Total 100.0% West Elevation Material Percentages East Elevation Material Percentages South Elevation Material Percentages North Elevation Material Percentages Material Percentage Brick 51.1% Cementitious Board and Batten 30.3% Cementitious Panel 14.8% Woodtone 3.8% Total 100.0% Material Percentage Brick 26.4% Cementitious Siding 5.1% Cementitious Board and Batten 66.1% Woodtone 2.5% Total 100.0% Material Percentage Brick 38.8% Cementitious Siding 14.3% Cementitious Board and Batten 29.1% Cementitious Panel 11.0% Woodtone 6.8% Total 100.0% West Elevation Material Percentages East Elevation Material Percentages South Elevation Material Percentages 01 - Brick 1 02 - Brick 2 03 - Cementitious Board and Batten - Color 1 04 - Cementitious panel - Color 2 05 - Cementitious Siding - Color 3 07 - WoodTone Cementitious Siding 08 - Perforated Metal Railing 33% Open Area 06 - Cementitious Panel Accent- Color 4 09 - Standing Seam Metal Roof 20 Key Plan Scale: 1/16" = 1'-0"06 East Elevation Scale: 1/16" = 1'-0"11 North Elevation 16 Material Legend 06110207030801CoveredEntryStorefrontMetalAwning0201070503060508BalconyPillarsOffsetTowerBalconyPillarsBalconyBuildingOffset03BuildingOffsetDecorativeCorniceCovered PorchEntry0905 GSPublisherVersion 1440.57.58.7 LAKE BREEZE SENIOR LIVINGCoppell, TexasDelta Issue Name Date NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. Monica Miranda Registered Architect of the State of: TEXAS Registration Number: 19509 04 Copyright © JHP 2023All Rights Reserved. All materialsembodied herein constitute an originalwork by the Architect; the Architectowns all copyrights herein. The viewermay not reproduce, display or distributethis work or prepare derivative worksbased on this work without the expresswritten consent of the copyright owner. Issue for: Project Number: Drawn By:GLollar 2023011 CARPORT ELEVATIONSAC25.JHP_23Q1.0 10/9/2023 GLollar A FIRM WITH A VIBRANT & EXCITING CULTURE RECOGNIZED FOR ELEVATED DESIGN PD Submittal 01 - Brick 1 02 - Brick 2 03 - Cementitious Board and Batten - Color 1 04 - Cementitious panel - Color 2 05 - Cementitious Siding - Color 3 07 - WoodTone Cementitious Siding 08 - Perforated Metal Railing 33% Open Area 06 - Cementitious Panel Accent- Color 4 09 - Standing Seam Metal Roof NOT TO SCALE06Typical Carport Elevation 16 Material Legend 02METAL ROOF 09 GSPublisherVersion 1440.57.58.7 MATERIAL BOARD LAKE BREEZE SENIOR LIVINGCoppell, TexasA FIRM WITH A VIBRANT & EXCITING CULTURE RECOGNIZED FOR ELEVATED DESIGN Copyright © JHP 2023. Not for Regulatory Approval, Permit or Construction: Monica Miranda. Registered Architect of State of Texas, Registration No. 19509. 10/9/2023 #2023011 GLollar 05AC25.JHP_23Q1.0 10/9/2023 GLollar 01 - Brick 1 - ACME Steel Gray 02 - Brick 2 - ACME Ebony 05 - Color 3 - Sherwin Williams SW 6172 Hardware 07 - WoodTone Sand Castle 03 - Color 1 - Sherwin Williams SW 7042 Shoji White 04 - Color 2 - Sherwin Williams SW 7047 Porpoise 06 - Color 4 - Sherwin Williams SW 7048 Urbane Bronze 08 - Perforated Metal Panel railing- 33% Open Area- Dark Bronze GSPublisherVersion 1440.57.58.7 LAKE BREEZE SENIOR LIVINGCoppell, TexasDelta Issue Name Date NOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. Monica Miranda Registered Architect of the State of: TEXAS Registration Number: 19509 03 Copyright © JHP 2023All Rights Reserved. All materialsembodied herein constitute an originalwork by the Architect; the Architectowns all copyrights herein. The viewermay not reproduce, display or distributethis work or prepare derivative worksbased on this work without the expresswritten consent of the copyright owner. Issue for: Project Number: Drawn By:GLollar 2023011 BUILDING PLANAC25.JHP_23Q1.0 10/9/2023 GLollar A FIRM WITH A VIBRANT & EXCITING CULTURE RECOGNIZED FOR ELEVATED DESIGN PD Submittal LAZY RIV HOLDINGS LLC Inst. No. 201500323064 O.P.R.D.C.T. ZVELS INC. Inst. No. 20070456920 O.P.R.D.C.T. D.A.R.T. Inst. No. 202100230988 O.P.R.D.C.T. XXXXXXXXXXXXX ATMOS GAS TVR TVR EM Chain Link Fence VP FOC CATV SPECTRUM SANDERS LOOP191,997 Sq. Feet 4.408 Acres 10 5 8 7 10 88 4 66 10 9 11 10 VANVAN6 5 2 2 10 10 FireRiser STAIRKEY Fitness (2,000 sq. ft) AMENITY UNITS CORRIDOR STAIRMaintenance Mail Area (500 sq. ft.) Clubhouse/ Lounge (2,200 sq. ft.) Leasing/ Welcome Area (1,200 sq. ft.)Multipurpose Room (Games/ Crafts) (1,100 sq. ft.)Trash Leasing Back of House E ECOVERED ENTRY STAIR STAIRTrash E E KEY AMENITY UNITS CORRIDOR N 16 Level 1 Floorplan 1/32" = 1'-0"0'16'32'64'18 Level 2-4 Floorplan 1/32" = 1'-0"0'16'32'64' Applicant’s Narrative Lake Breeze Active Living 55+ On behalf of Coppell Lake Breeze, LLC, ZoneDev requests approval of a change of zoning to a Planned Development District to allow a single, 4-story, 120-unit age restricted 55+ active living community at 936 and 1000 S. Belt Line Road, and 927, 931 and 937 Sanders Loop. The City of Coppell does not have a separate land use classification for age restricted living. As such, the PD is necessary to modify the conventional MF-2 Standards to align with a senior living facility instead of a conventional multi-family development. Although the properties north and south of the site are developed with commercial, retail or service uses, the subject, commercially zoned property has remained undeveloped. The bank to the south contains an underutilized bank business further supporting the notion that commercial uses are sub- optimal for this section of Belt Line. The subject property is mid-block, making the property even less attractive for retailers. There are few living options strictly for residents aged 55+ in Coppell. The subject property is ideally suited for residential infill development. There are no single-family neighborhoods adjacent or near the property. Moreover, residential is a more viable long-term use on a property not suited for commercial or retail uses. The proposal will provide much-needed housing for a special population while also bolstering existing retail and services businesses by providing critical mass resident shoppers in this sub- market. The proposal for 120 living units for active seniors aged 55+ will include approximately 72, 1-bedroom and 48, 2-bedroom units. Upper story units will be elevator served with two elevators. The community will include covered parking for residents. All living units will have granite counter tops and stainless steel appliances. Interior common area rooms will include a clubhouse/lounge, fitness center, multi- purpose room (games/crafts), bistro bar, and mail package area. Exterior amenities will include a dog area, shade structure with BBQ grill, a butterfly garden, a fire pit, and two sport/game areas for games such as bocce ball and cornhole. Programs: Although the facility’s programs for residents have not been finalized, residents can expect the following programs or services, or comparable alternatives: • Concierge services during business hours • Whole Wellness program coordinator creating engaging programs and events for residents. • A multi-function room in the clubhouse area community activities, events, group gatherings, coordinated and promoted by the community staff. Programs such as coffee chats, art classes, educational guest speakers, club games, movie/ sports events gatherings, health & wellness education, yoga classes, and celebrations • A fitness gym with equipment and an area for a personal fitness trainer offering services for residents • Large modern apartments with some ground floor handicap accessible units • Elevators to accommodate resident physical needs The proposal also includes a request to modify the Future Land Use Map of the Comprehensive Plan. The modification to show residential is necessary to accommodate the residential community. The Comp Applicant’s Narrative Lake Breeze Active Living 55+ Plan calls for expansion of housing opportunities, especially for those seniors and under represented prospective residents. ARIZONA NEW MEXICO OKLAHOMA TEXAS 3030 LBJ Freeway, Suite 1660, Dallas, TX 75234 (972) 248-3006 | www.leeengineering.com Page 1 of 17 August 21, 2023 Mr. Jonathan Hake, P.E. Cross Engineering Consultants, Inc. 1720 W. Virginia Street McKinney, Texas 75069 RE: Coppell Senior Living Development Traffic Study Dear Mr. Hake: This memo presents our traffic assessment of the proposed Senior Living Development to be located east of South Belt Line Road and north of Sanders Loop in Coppell, Texas. This memo includes existing traffic volume data provided by the City of Coppell near the site, site trip distributions and assignments, and access management analysis at the proposed Access Point locations. Project Description The proposed senior living development located east of South Belt Line Road between Southwestern Boulevard in the north and Airline Drive in the south is currently undeveloped. Figure 1 shows a vicinity map of the location. The proposed site will include 120 dwelling units with build-out planned to occur in 2025. The proposed Site Plan for this development is provided in Figure 2. Two (2) driveways will provide access for this development:  One (1) full-access driveway (Access Pont 1) on South Belt Line Road  One (1) full access driveway (Access Point 2) on Sanders Loop The existing and proposed lane configurations for the site access driveways are provided in Figure 3 and Figure 4, respectively. Existing & Proposed Roadway Conditions on South Belt Line Road Based on the observations in the field, South Belt Line Road is currently being reconstructed as a six-lane divided roadway in the study area with completion anticipated this year. In the vicinity of the proposed Senior Living Development, all six lanes and the median opening at the proposed Access Point 1 are constructed, as represented in Figure 3. Additionally, the driveway that will serve the proposed Senior Living development was constructed as part of the Belt Line Road improvement project. Page 2 of 17 Figure 1: Vicinity Map Proposed Senior Living Development South Belt Line Road East Belt Line Road Southwestern Boulevard Denton Tap Road Airline Drive NORTH Not to Scale Figure 3 NOT TO SCALE TBPE FIRM NO. F-450 PHONE: 972-248-3006 DALLAS, TX 75234 3030 LBJ FREEWAY, SUITE 1660 E Belt Line Road Belt Line RoadAirline Drive Sanders LoopNDenton Tap RoadSouthwestern Blvd Sanders LoopSTOP STOP STOP CONTROLLED STUDY INTERSECTION LEGEND Existing Intersection Lane Configurations Figure 4 NOT TO SCALE TBPE FIRM NO. F-450 PHONE: 972-248-3006 DALLAS, TX 75234 3030 LBJ FREEWAY, SUITE 1660 E Belt Line Road Belt Line RoadAirline Drive Sanders LoopNDenton Tap RoadSouthwestern Blvd Sanders LoopSTOPLiving Development Proposed Senior STOPSTOPSTOP STOP CONTROLLED STUDY INTERSECTION LEGEND Access Point 1 Access Point 2 Proposed Intersection Lane Configurations Page 6 of 17 Adjusted Existing Traffic Volumes Existing AM (7:00 - 8:30 AM) and PM (4:30 - 6:00 PM) peak period turning movement volumes collected on Tuesday, March 6, 2018 were provided by the City of Coppell for the following two (2) intersections:  Southwestern Boulevard and Denton Tap Road  Airline Drive and South Belt Line Road Figure 5 presents the 2018 peak hour traffic volumes at these two (2) intersections and the estimated traffic volumes near the median opening on South Belt Line Road in the vicinity of the site. To represent existing traffic volumes, the 2018 traffic volumes were grown at 3% annually, as discussed in the next section, and are shown in Figure 6. Background Traffic Volumes Historical 24-hour traffic volumes in the vicinity of the proposed development were obtained from TxDOT’s online Traffic Count Database System and are presented in Table 1. These volumes were used in estimating the annual growth percentage necessary to grow the historical and adjusted existing traffic volumes to future years. While the historical traffic volume data in Table 1 reflect traffic volumes in the area have generally decreased over the previous five and 10-year periods, a growth rate of 3% was used based on the growth rate assumed for a previous traffic study approximately one (1) mile to the south. Figure 7 shows the resulting Build-out Year (2025) Background traffic volumes. Table 1: Historical TxDOT 24-Hour Traffic Volumes Year S Belt Line Road (S of Southwestern Blvd) Denton Tap Road (N of Southwestern Blvd) E Belt Line Road (E of S Belt Line Rd) 2009 33,900 30,720 13,390 2010 --- --- --- 2011 --- --- --- 2012 --- --- --- 2013 --- --- --- 2014 37,290 33,285 --- 2015 --- --- --- 2016 --- --- --- 2017 --- --- --- 2018 --- --- --- 2019 32,331 27,881 11,815 Average Annual Growth Rate1 -2.8% (-0.5%) -3.5% (-0.1%) N/A (-1.2%) 1 Annual growth rates for the past 5 years (10 years) Figure 5 NOT TO SCALE TBPE FIRM NO. F-450 PHONE: 972-248-3006 DALLAS, TX 75234 3030 LBJ FREEWAY, SUITE 1660 Existing (2018) Peak Hour Traffic Volumes E Belt Line Road Belt Line RoadAirline Drive 7 (80) 1 (1) 4 (6) 54 (98) 1 (0) 44 (215)80 (4)945 (2327)91 (40)5 (1)2 (0)2643 (951)182 (42)Sanders Loop993 (2548)2827 (993)LEGEND AM (PM) PEAK HOUR VOLUMES NDenton Tap RoadSouthwestern Blvd provided by the City of Coppell - Traffic volumes collected on Tuesday, March 6, 2018 and 0 (1)135 (131)1988 (674)55 (30)0 (4) 669 (241) 177 (157) 145 (249)170 (321)717 (1931)48 (75)0 (0)102 (42) 119 (281) 57 (53) 0 (0) Sanders Loop Figure 6 NOT TO SCALE TBPE FIRM NO. F-450 PHONE: 972-248-3006 DALLAS, TX 75234 3030 LBJ FREEWAY, SUITE 1660 E Belt Line Road Belt Line RoadAirline Drive 8 (93) 1 (1) 5 (7) 63 (114) 1 (0) 51 (249)Sanders LoopLEGEND AM (PM) PEAK HOUR VOLUMES NDenton Tap RoadSouthwestern Blvd 0 (1)156 (152)2304 (781)64 (35)0 (5) 775 (279) 205 (182) 168 (289)197 (372)831 (2238)56 (87)0 (0)118 (49) 138 (326) 66 (61) 0 (0) Sanders Loop Adjusted Existing (2023) Peak Hour Traffic Volumes - Traffic volumes collected on Tuesday, March 6, 2018 grown at 3% annually 1151 (2953)93 (5)1095 (2697)105 (46)6 (1)3276 (1151)2 (0)3063 (1102)211 (49) Figure 7 NOT TO SCALE TBPE FIRM NO. F-450 PHONE: 972-248-3006 DALLAS, TX 75234 3030 LBJ FREEWAY, SUITE 1660 E Belt Line Road Belt Line RoadAirline Drive 9 (98) 1 (1) 5 (7) 66 (121) 1 (0) 54 (264)Sanders LoopLEGEND AM (PM) PEAK HOUR VOLUMES NDenton Tap RoadSouthwestern Blvd 0 (1)166 (161)2444 (829)68 (37)0 (5) 823 (296) 218 (193) 178 (306)209 (395)882 (2375)59 (92)0 (0)125 (52) 146 (346) 70 (65) 0 (0) Sanders Loop Build-Out Year (2025) Background Peak Hour Traffic Volumes - Existing traffic volumes grown at 3% annually -98 (5)1162 (2862)112 (49)6 (1)1221 (3134)3476 (1221)2 (0)3250 (1170)224 (52) Page 10 of 17 Trip Generation The number of vehicle trips generated by the proposed senior living development was estimated based on the trip generation rates and equations provided in the publication entitled Trip Generation Manual, 11th Edition, by the Institute of Transportation Engineers (ITE). Estimates of the number of trips generated by the site were made for the AM and PM peak hours, as well as on a daily basis. The trip generation characteristics for the proposed senior living development are shown in Table 2. As shown in Table 2, the proposed development is predicted to generate 390 daily trips, 24 AM peak hour trips and 30 PM peak hour trips. Table 2: Trip Generation Characteristics of Proposed Senior Living Development 1T = Trips Ends; X = Dwelling units 2 XX / YY = % entering vehicles / % exiting vehicles Site Traffic Distribution and Assignment The existing traffic volume data, existing roadways in the area, along with the proposed site layout were used to determine the directions from which traffic would approach and depart the proposed development. The assumed directional distributions for the trips generated by the proposed senior living development are shown in Figure 8. The traffic volumes expected to be generated by the proposed development (Table 2) were assigned to the area roadways and site driveways based on the directional distribution identified in Figure 8. The estimated site generated peak hour traffic volumes at the site driveways are shown in Figure 9. As shown in Figure 9, site traffic is predicted to add minimal traffic to intersections in the area. Total Traffic Volumes The Build-out Year (2025) Total traffic volumes were obtained by adding the site-generated traffic volumes in Figure 9 to the Build-out Year (2025) Background traffic volumes in Figure 7. The Build-out Year (2025) Total traffic volumes are presented in Figure 10. With roadways (Sanders Loop) and driveways between the Airline Drive intersection and the median opening, this figure represents assumed traffic volumes on Belt Line Road at the median opening serving the proposed Senior Living Development. Figure 8 TBPE FIRM NO. F-450 PHONE: 972-248-3006 DALLAS, TX 75234 3030 LBJ FREEWAY, SUITE 1660 E Belt Line Road Belt Line RoadAirline Drive Living Development Proposed Senior Sanders LoopAssumed Directional Distributions (40%) (35%) Sanders Loop45%50%5%30%15%LEGEND STUDY INTERSECTION INBOUND (OUTBOUND) PERCENTAGES NOT TO SCALEN 5%45%(5%)(5%)(25%)(5%)(5%) (5%) (5%) (20%)5%(10%)(10%)15% (5%)Southwestern Blvd Denton Tap Road35%(5%)(45%)(50%) Page 14 of 17 Site Access Evaluation Right Turn Deceleration Lane Analysis The entering right-turn volumes at the two (2) proposed site access points were analyzed to determine the necessity of right-turn deceleration lanes. In the absence of City of Coppell guidelines, guidelines in TxDOT’s Access Management Manual were used and state that for roadways with a posted speed limit of 45 mph or less, a right turn deceleration lane should be considered when peak right turn volumes are greater than 60 vehicles per hour. Table 3 summarizes the projected right turn volumes under Build-out Year (2025) Total traffic conditions and the results in this table indicate that the TxDOT’s threshold for consideration of a right turn deceleration lane is not exceeded. Therefore, right turn deceleration lanes are not recommended at either site driveway location. Table 3: Right Turn Deceleration Lane Analysis Results Intersection Scenario Approach Speed Limit (mph) Right Turn Volume (vph) AM (PM) Threshold (vph) Exceeds Threshold? Access Point 1 @ S Belt Line Road Build-out Year Total (2025) NB 451 4 (8) 60 No Access Point 2 @ Sanders Loop Build-out Year Total (2025) SB 30 1 (3) 60 No 1Posted speed limit prior to construction Left Turn Deceleration Lane Analysis As part of the Belt Line Road construction project, a median opening has been constructed that serves the existing driveway for the development west of Belt Line Road and the existing (future site) driveway east of Belt Line Road. While a northbound left turn deceleration lane is provided at the median opening for the development west of Belt Line Road, a southbound left turn deceleration lane at the median opening is not provided. Without a southbound left turn deceleration lane at the median opening, southbound motorists turning left into the Senior Living Development would need to perform this left turn movement from the inside through lane on Belt Line Road, which is not a desirable or safe movement. Even if left turns were prohibited (through the installation of a “No Left Turn” sign), motorists would still likely attempt to make the prohibited left turn movement using the inside through lane. As an alternative, a southbound left turn lane was proposed by the development (Figure 11) that initially provided 100 feet of taper and 73 feet of storage (meeting design criteria for a low volume driveway) even with limitations as a result of the northbound left turn bay for the median opening approximately 250 feet to the north. This preliminary design of the southbound left turn left turn lane received preliminary approval by City staff. The proposed southbound left turn deceleration lane will provide a better and safer alternative than not providing one and is expected to provide adequate storage for the estimate southbound left turns at the site driveway during the peak hours (3 during the AM peak hour / 6 during the PM peak hour). Page 15 of 17 Figure 11: Preliminary Design of Southbound Left Turn Deceleration Lane NORTH Not to Scale Page 16 of 17 Intersection Sight Distance As part of this traffic analysis, the available and recommended intersection sight distance for motorists accessing the adjacent roadway from the proposed site access points on South Belt Line Road and Sanders Loop was analyzed. The sight distance required was estimated using the procedures developed by the American Association of State Highway and Transportation Officials (AASHTO) and published in the 2018 edition of A Policy on Geometric Design of Highways and Streets. At this location, the motorist should be able to see if and when adequate gaps exist to perform their desired maneuver. Table 4 presents the required and predicted available sight distance for vehicles exiting at the proposed Access Point locations. Table 4: Intersection Sight Distance Evaluation Major Roadway South Belt Line Road Sanders Loop Posted Speed Limit 45 mph1 30 mph Minor Roadway Access Point 1 Driveway S Access Point 2 Design Vehicle Passenger Car Intersection Sight Distance (Desirable) Turning from Driveway 600’ 335’ Available Intersection Sight Distance (to the right) >600’ >500’ Available > Desirable? Yes Yes Available Intersection Sight Distance (to the left) >600’ ~500’ Available > Desirable? Yes Yes 1Posted speed limit prior to construction Based on conditions in the field at the time of the site visit, the field investigation indicated that adequate sight distance is predicted to be available to the left and right for motorists crossing South Belt Line Road and Sanders Loop from Access Point 1 and Access Point 2, respectively. The available sight distance is also greater than the stopping sight distance, which is 360 feet on a roadway with a speed limit of 45 mph and 200 feet for a roadway with speed limit of 30 mph. Driveway Spacing The City of Coppell’s Subdivision Ordinance states that “the spacing between driveways shall be dependent upon the speed limit of the thoroughfare.” South Belt Line Road and Sanders Loop have a posted speed limit of 45 mph and 30 mph, respectively. Based on Coppell’s Driveway Spacing requirements, the minimum driveway spacing is 150 feet on a 45-mph roadway and 90 feet on a 30-mph roadway. The spacing from adjacent driveways at both site driveways will be greater than 150 feet and exceed the City’s driveway spacing guidelines, except for the distance between the driveway on Belt Line Road and an existing driveway serving a small auto repair shop to the north that is approximately 140 feet from the site driveway on Belt Line Road (10 feet below the City’s threshold). The driveway that is located immediately south of the auto repair shop will not be used for the Senior Living Development. Although the site driveway on Belt Line Road is approximately 10 feet below the City’s driveways spacing threshold, the low-volume site driveway is an existing driveway that was reconstructed as part of the Belt Line improvements and is located at an existing median opening. Page 17 of 17 Conclusions Based on the results of this assessment, the following conclusions are made:  Under Build-out Year (2025) conditions, the proposed senior living development is predicted to generate 390 daily trips, 24 AM peak hour trips, and 30 PM peak hour trips.  Traffic generated by the proposed development is predicted to add minimal traffic to intersections in the area.  Access for the proposed development will be provided by a full access driveway on both South Belt Line Road and Sanders Loop. Deceleration Lane Analysis  Right turn deceleration lanes are not recommended at either site access driveway on South Belt Line Road or Sanders Loop.  While a southbound left turn deceleration lane at the median opening on Belt Line Road serving the site driveway was not constructed as part of the Belt Line Road improvement project, a southbound left turn deceleration is being proposed by the development that will provide a better and safer alternative than not providing a left turn lane at the median opening. Sight Distance Analysis Based on observations of existing conditions in the field, adequate stopping and intersection sight distance is predicted to be provided for the proposed Access Point 1 and Access Point 2 on South Belt Line Road and Sanders Loop, respectively. Access Spacing Analysis The spacing from adjacent driveways at both site driveways will be greater than 150 feet and exceed the City’s driveway spacing guidelines, except for the distance between the driveway on Belt Line Road and an existing driveway serving a small auto repair shop to the north that is approximately 140 feet from the site driveway on Belt Line Road (10 feet below the City’s threshold). However, this low-volume site driveway is only approximately 10 feet below the City’s driveways spacing threshold and is an existing driveway that aligns with the existing median opening and was reconstructed as part of the Belt Line improvements. Recommendations Based on the results of this analysis, the installation of a southbound left turn deceleration lane on Belt Line Road at the existing median opening serving the Coppell Senior Living Development is recommended. We appreciate the opportunity to provide these traffic engineering services for you. Feel free to contact me at (972) 248-3006 should you have any questions. Sincerely, Kelly Parma, P.E., PTOE Senior Project Manager Lee Engineering, LLC TBPE Firm Registration # F-450