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BP 2025 -06-18 PZPlanning & Zoning Commission City of Coppell, Texas Meeting Agenda 255 E. Parkway Boulevard Coppell, Texas 75019-9478 255 Parkway Blvd.6:00 PMWednesday, June 18, 2025 Edmund Haas Sue Blankenship (Chair) (Vice Chair) Cindy Bishop Freddie Guerra Kent Hafemann Ed Maurer John Dobmeier Notice is hereby given that the Planning and Zoning Commission of the City of Coppell, Texas, will meet on Wednesday, June 18, 2025, 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) 3.Regular Session (Open to the Public) 4.Citizens Appearance Page 1 City of Coppell, Texas Printed on 6/18/2025 1 June 18, 2025Planning & 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 three (3) 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. 5.Consider approval of the May 15, 2025, Planning and Zoning meeting minutes. May 15, 2025, Planning & Zoning Meeting Minutes.pdfAttachments: 6.PUBLIC HEARING: Consider approval of S-1113R2-SF-7, St Constantine School, Lot 1, Block A Corp of Episcopal Diocese Dallas, a special use permit revision to allow a school with the maximum enrollment of 100 students to operate at the Church of the Apostles located at 322 S. MacArthur Blvd, at the southeast corner of Starleaf and MacArthur, at the request of Catharine Clayton of the Saint Constantine School. STAFF REP.: Matthew Steer Staff Report.pdf 1. Narrative.pdf 2. Site Plan.pdf 3. Floor Plan.pdf 4. Traffic Study & Circulation Plan.pdf Attachments: 7.Consider approval of Victory at Coppell Addition, Lots 1R-11R, Block A, Replat, a replat to create 11 commercial lots and associated easements and fire lane configuration from the previously platted 10 lots, on 16.77 acres of property located at the on the east side of S. Belt Line Road, between Dividend Drive and Hackberry Road at the request of Beltline Properties, LLC, being represented by Kirkman Engineering. STAFF REP.: Matthew Steer Staff Report.pdf Replat.pdf Attachments: 8.PUBLIC HEARING: Consider approval of PD-301R6-HC, Victory Coppell Retail, Lot 6R2 & 7R2, Block A, a new Detail Planned Development revising the current concept plan of Planned Development-301 Revision 5-Highway Commercial, to allow a five story, 76,346-sf hotel, with 131 rooms, combining Lot 7R and a portion of Lot 6R, Block A, on 2.46 acres, and revising the concept plan for the remaining portion of Lot 6R, Block A, on .88 acres of land located at the southeast quadrant of S. Belt Line Road and Dividend Drive, at the request of Victory Retail Coppell, LLC., being represented by Kirkman Engineering, LLC. STAFF REP.: Matthew Steer Page 2 City of Coppell, Texas Printed on 6/18/2025 2 June 18, 2025Planning & Zoning Commission Meeting Agenda Staff Report.pdf 1. Concept Plan (Revisions to Lot 6R2 & 7R2).pdf 2. Detail Site Plan Lot 7R2 (TownePlace Suites).pdf 3. Detail Landscape Plan Lot 7R2 (TownePlace Suites).pdf 4. Floor Plan Lot 7R2 (TownePlace Suites).pdf 5. Elevations Lot 7R2 (TownePlace Suites).pdf 6. Letter from Applicant Dev. Justification & Economic Impact.pdf 7. Letter from Applicant Parking Exception Justification.pdf 8. Trip Generation Comparisons (June 2025).pdf Attachments: 9.Update on City Council items. 10.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 June, 2025, at _____________. ______________________________ Kami McGee, Board Secretary Page 3 City of Coppell, Texas Printed on 6/18/2025 3 255 E. Parkway Boulevard Coppell, Texas 75019-9478City of Coppell, Texas Minutes Planning & Zoning Commission 6:00 PM 255 Parkway Blvd.Thursday, May 15, 2025 Edmund Haas Sue Blankenship (Chair) (Vice Chair) Cindy Bishop Freddie Guerra Kent Hafemann Ed Maurer John Dobmeier PRESENT: Chairman, Edmund Haas; Vice Chair, Sue Blankenship; Commissioner, Cindy Bishop; Commissioner, Freddie Guerra; Commissioner, Ed Maurer; and Commissioner, John Dobmeier ABSENT: Commissioner, Kent Hafemann Also present were Mary Paron-Boswell, Senior Planner; Matt Steer, Development Services Administrator; Cole Baker, E.I.T., Graduate Engineer; Robert Hager, City Attorney; and Kami McGee, Board Secretary. Notice was hereby given that the Planning and Zoning Commission of the City of Coppell, Texas, met on Thursday, May 15, 2025, 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) Page 1City of Coppell, Texas 5 May 15, 2025Planning & Zoning Commission Minutes Call To Order1. Chairman Haas called the meeting to order at 6:01 p.m. Work Session (Open to the Public)2. The Planning and Zoning Commission was briefed on each posted agenda item, no vote was taken on any item discussed. Regular Session (Open to the Public)3. Citizens Appearance4. Chairman Haas advised that no one signed up to speak at Citizens Appearance. 5.Consider approval of the March 20, 2025, Planning and Zoning meeting minutes. A motion was made by Commissioner Maurer, seconded by Vice Chair Blankenship, to approve the minutes of the March 20, 2025, Planning and Zoning meeting. The motion passed unanimously, 6-0. 6.Consider approval of O’Neal Painting Office/Warehouse, Site Plan, Lot 1, Block A, O’Neal Painting Addition, a request to allow the construction of a 10,080-square-foot office warehouse use on1.809 acres, located on the east side of S. Freeport Parkway; approximately 1,350 feet south of W. Sandy Lake Rd, represented by Greg Frnka of GPF Architects at the request of Justin O’Neal, the property owner. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell, Senior Planner, presented the case with exhibits and stated that staff is recommending approval of the Lot 1, Block A, O’Neal Painting Site Plan, subject to the following conditions: 1. There will be additional comments at the time of Detail Engineering Review and Building Permit. 2. Signage shall comply with the sign ordinance. 3. Submission of the location and type of the lighting facilities, security lighting, screening and glare shades will be required at the time of Building Permit, to ensure compliance with glare and lighting ordinance. 4. A tree removal permit is required prior to removal of any trees on site. 5. The masonry screening wall must be in place before the building goes vertical. 6. Update the plans to show the fire lane with distance and bearings and fence tie in. 7. Add gravel to the east side of the screening wall along the alley. Greg Frnka, GPF Architects, LLC., 721 Dove Circle, Coppell, TX, was present to answer questions of the commission. A motion was made by Commissioner Guerra, seconded by Vice Chair Blankenship, to approve the agenda item with staff conditions. The motion Page 2City of Coppell, Texas 6 May 15, 2025Planning & Zoning Commission Minutes passed unanimously, 6-0. 7.Consider approval of O’Neal Painting Addition, Lots 1 and 2, Block A, Minor Plat, a request to establish a two lots of record, adding associated easements and fire lanes as required on s on 2.808 acres, located on the east side of S. Freeport Parkway; approximately 1,350 feet south of W. Sandy Lake Rd, represented by Greg Frnka of GPF Architects at the request of Justin O’Neal, the property owner. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell, Senior Planner, presented the case with exhibits and stated that staff is recommending approval of O'Neal Painting Addition, Lots 1 & 2, Block A, Minor Plat subject to the following conditions: 1. Additional comments may be generated upon detail engineering permit reviews. 2. Approval of a variance to Section 13-8-3.A.18.D. 3. Approval of a variance to Section 13-8-3.D.3. 4. Update the plat to show the fire lane with distance and bearings. Greg Frnka, GPF Architects, LLC., 721 Dove Circle, Coppell, TX, was present to answer questions of the commission. A motion was made by Commissioner Maurer, seconded by Commissioner Bishop, to approve the agenda item with staff conditions. The motion passed unanimously, 6-0. Update on City Council items8. Chairman Haas stated that the commission was updated on City Council items during Work Session. Adjournment9. There being no further business before the Planning and Zoning Commission, Chairman Haas adjourned the meeting at 6:44 p.m. ______________________________ Edmund Haas, Chair ______________________________ Kami McGee, Board Secretary Page 3City of Coppell, Texas 7 ITEM #6 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE NO.: S-1113R2-SF-7, St Constantine School, Lot 1, Block A, Corp Of Episcopal Diocese Dallas P&Z HEARING DATE: June 18, 2025 C.C. HEARING DATE: July 8, 2025 STAFF REP.: Matthew S. Steer, AICP LOCATION: 322 S MacArthur Blvd SIZE OF AREA: 6.58 acres of property CURRENT ZONING: S-1113R-SF-7 (Special Use Permit-1113 Revised - Single Family-7) REQUEST: A zoning change request to S-1113R2-SF-7, a special use permit revision to allow a school with the maximum enrollment of 100 students to operate at the Church of the Apostles located at 322 S MacArthur Blvd, at the southeast corner of Starleaf and MacArthur at the request of Catharine Clayton of the Saint Constantine School. APPLICANT: The Church of the Apostles The Saint Constantine School 322 S MacArthur Blvd 450 S Denton Road Unit 786 Coppell, Texas 75019 Coppell, Texas 75019 Catharine Clayton HISTORY: In September 1996, a request to rezone the subject property from SF-7 to S-1113 SF-7 was approved allowing for the construction of a four phased church development totaling 35,500 square feet. Subsequently, Phase I was constructed. In April 2008, a request to build a memorial garden was approved on property northwest of the church and it too has been constructed. In February 2017, a building expansion request was approved. The building size is currently 16,100 square feet. HISTORIC COMMENT: This property has no noted historical significance. TRANSPORTATION: South MacArthur Blvd is a four-lane, concrete, divided thoroughfare within 100-feet of right-of-way on the west side of this property. SURROUNDING LAND USE & ZONING: North- Elementary School; SF-7 (Single Family – 7) South – Dog Park; SF-7 (Single Family – 7) East – vacant city owned land; SF-7 (Single Family – 7) West – residential; SF-7 (Single Family – 7) 9 ITEM #6 Page 2 of 2 COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, indicates this area suitable for school and religious facilities. DISCUSSION: The Saint Constantine School is proposing to operate a private Christian school at the Church of the Apostles location. This will be their third campus with the other two being located in Houston and Pittsburgh. According to the applicant, no major renovations to the building will be performed. The school will be offered to Prekindergarten-3 through 12th grade. The hours will be Monday through Friday from 8 a.m. to 5 p.m. The anticipated enrollment for the 1st year is 60 students and the second year is 80 students with the maximum being proposed to be 100 students. The only concerns staff had initially have been addressed by the Traffic Study & Circulation Plan. The plan shows stacking internal to the site and not from Starleaf Street; therefore, will not conflict with Riverchase Elementary. The maximum vehicular queue is 36 vehicles. There will be up to 3 vehicles loading/unloading at a time with staff members present to assist. A recommendation of the study was for parents to arrive on-time to pick up their student and not 5-15 minutes early, as this could potentially lead to spillover in the public right-of-way. All and all, staff is in support of the request and feels it is a good use of a space that is not currently occupied during the proposed hours. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of S-1113R2-SF-7, subject to: 1. There may additional comments generated during detail engineering review. 2. This charter school shall be licensed and maintained in accordance with state law and may provide instruction for PreKindergarten-3 through Twelfth (12th) grade. 3. The student enrollment capacity under this Special Use Permit shall not exceed one hundred (100) students. 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. Narrative 2. Site Plan 3. Floor Plan 4. Traffic Study & Circulation Plan 10 Attn: Planning Division City of Coppell, TX 255 Parkway Blvd Coppell, TX 75019 Dear City of Coppell, The Saint Constantine School submits this application for the purpose of operating at Church of the Apostles on 322 S MacArthur Blvd, beginning this August. TSCS is a well-regarded private Christian school founded in Houston in 2015. Its second campus opened in Pittsburgh, PA, in 2024, and this Coppell campus will be its third. This is a temporary location for 1-2 years, as we expect to outgrow the space after that. No construction or renovation is needed or planned. (A garden will be planted , in compliance with any relevant permit requirements.) We met with the City Planning Department on April 22 and were advised to proceed with this SUP. City staff expressed support and confirmed that no approval concerns were anticipated. We believe all applicable checklist items are covered by the attached architectural files and traffic study. Summary notes are as follows: • Grades offered : PreK -3 through 12th grade • School Hours: Monday-Friday, 8am-5pm o Classes are 8am-3:35pm o Dropoff begins daily at 7:30am o In Year1, pickup ends daily at 4pm o In Year2, aftercare may run daily until 5pm • Events: Approximately 4 school-wide events may occur per year. Parking is not a concern as the available parking spaces exceed our projection of families and staff . • Year 1 Enrollment : ~60-80 students (~35 families), ~40% attend ing only 2 or 3 days. o Year1 maximum enrollment: 100 students. (60 anticipated ) o Year2 maximum enrollment: 100 students. (80 anticipated ) • Traffic impact : Minimal to none is anticipated per the attached traffic stud y, as the church’s parking lot can accommodate our carline. Also, no interference is expected with Riverchase Elementary School as our route will not use Starleaf St., and our pickup and dropoff times are offset from theirs by 30 and 45 minutes, respectively. 11 • Predicted number of students 16-18 years old who will drive and park themselves: 4 Please let us know if you have any questions, and thank you for your guidance. We believe TSCS will be an asset to the City of Coppell as an additional high-quality educational option, and we look forward to serving families in the community. Regards, Catharine Clayton Director of Operations 12 13 14 SWROUGHTS UB S T A N CEW 5/10/25 SCHOOL REVIEW AND COMMITMENT This plan was developed for The St. Constantine School with the intent of optimizing safety and efﬁciency related to vehicular trafﬁc generated by the School during peak trafﬁc periods. A concerted effort and full participation by the School administration, staff, students and parents are essential to maintain safe and efﬁcient trafﬁc operations. The School has reviewed the Trafﬁc Circulation Study and is in support of the strategies presented herein. The School is committed to continually reviewing and assessing the effectiveness of the TCS and if warranted, will implement changes in the interest of increasing safety, efﬁciency and minimizing impacts on the surrounded community. __________________________________ ___________________________ Bond Palmore, Date The St. Constantine School 15 A-107/Users/wsoffice/Library/CloudStorage/OneDrive-Personal/Wrought Substance/001 OLD/TSCS/TSCS TRAFFIC STUDY.pln3620 Courtdale Dr Farmers Branch TX 75234322 S MACARTHUR BLVD COPPELL Texas 75019THE ST. CONSTANTINE SCHOOLWrought Substance LLCEXHIBIT 1PROJECT ADDRESS:RENOVATION FORdesign@wroughtsubstance.com (661) 302-1185SWROUGHTS UB S T A N CEW 6/2/25DATEREMARKSISSUEPermit Set6/2/256/2/25160'-8"81'-61/2"307'-2 "131'-8"175'-111/2"STAR T O F Q U E U E OU T B O U N D MAX. STUDENT POPULATION : 100 STUDENTS VEHICLE OCCUPANCY: 1.88 STUDENTS/CAR MORNING DROPOFF: 7:30AM-8:00AM AFTERNOON PICKUP: 3:35-4:00PM VEHICULAR QUEUE CALCULATED AT 24 FT/CAR -LOADING AREA -QUEUE CAPACITY -OUTBOUND ROUTE SUBTOTALS: 100 STUDENTS 54 VEHICLES MAX. VEHICULAR QUEUE: 36 VEHICLES -SCHOOL STAFF LEGEND N SCALE: 1" = 40' 1 TRAFFIC CIRCULATION STUDY 322 S MACARTHUR BLVD EXHIBIT 1 16 SWROUGHTS UB S T A N CEW 6/2/25 Technical Memorandum To: The St. Constantine School- Catharine Clayton, Bond Palmore From: Joel Moore, RA, NCARB Date: May 09, 2025 Re: Trafﬁc Circulation Study, The St. Constantine School INTRODUCTION Wrought Substance is an architecture ﬁrm based in Dallas, Texas, providing licensed architects and planners skilled in the ﬁeld of architecture and planning. The services of Wrought Substance were retained by The St. Constantine School to develop a Trafﬁc Circulation Study (TCS) for their campus located at 322 S MacArthur Blvd, Coppell, Texas. The academic institution is expected to serve a population up to 100 students upon opening. Students will range in age from either 3 to 18 years old. By consent of the TCS, the school agrees to be held self-accountable for the enforcement of the strategies presented herein until and unless the City of Coppell deems further measures are necessary. (NOTE: In this report, the term “parent” refers to any individual who is involved in the drop-off or pick- up of one or more students at the school). TRAFFIC CIRCULATION STUDY A school TCS is important to safely achieve an optimum level of trafﬁc ﬂow and circulation during peak trafﬁc periods associated with student drop-off and pick-up. By properly managing the vehicular trafﬁc generated during critical periods, the safety and efﬁciency of other modes of travel—including pedestrian trafﬁc —will also inherently improve and the operational impact on the public street system should also be minimized. This plan, however, should not be considered a comprehensive set of instructions to ensure adequate safety; it should be used as a tool to facilitate a safer and more efﬁcient environment. The analysis summarized below identiﬁes the projected vehicle demand including parking and queuing space (i.e. vehicle stacking) needed on site to accommodated projected school trafﬁc demand during peak periods. A concerted effort and full participation by the school administration, staff, and parents are essential to maintain safe and efﬁcient trafﬁc operations. The use of designated parking and queuing areas is necessary to minimize the operational impact on adjacent properties and the public street system. Site Access and Circulation The school site is accessed via one driveway: The drive on S MacArthur Blvd will be used for both queue ingress and for egress and access to parking. School Operational Characteristics The St. Constantine School is expected to serve a student population of an age group from 3 to 18 years old. As conﬁrmed by school representatives, the morning drop-off period will be from 7:30 - 8:00AM, while the afternoon pick-up period will be from 3:35 - 4:00 PM. Site Circulation and Passenger Loading/Unloading During drop-off periods, parents enter the campus to unload students within the site. All parents will enter via the northern driveway and queue along the designated path. Students will be loaded and unloaded near the pathway adjacent to the south eastern entry as depicted in Exhibit 1. It should noted that some parents will choose to park and walk their students to school to drop them off as well as pick them up in the afternoon. Vehicular Queuing Analysis The on-site drop-off/pick-up queue length is approximately 855 linear-feet (LF) or approximately 36 vehicles at a rate of 24 LF per vehicle. Thirty six vehicles can comfortably ﬁt in the on-site queue at once. Given a 25 minute drop-off period, it should take approximately 28 seconds to load each vehicle on average. Given the age of the students and to facilitate a safe and timely loading of students into parent vehicles, staff members should be present as shown in Exhibit 1. Up to 3 vehicles can be loading/unloaded at a time. RECOMMENDATIONS Typically, a signiﬁcant percentage of parents will arrive to pick-up their student 5-15 minutes before the designated afternoon pick-up period. This often causes delays in the queue and could lead to queue spillover onto the public right-of-way. The St. Constantine School should encourage parents to arrive on-time to prevent this from occurring. It is further recommended that the school adhere to the attached TCS exhibit to the greatest extent possible to facilitate the safe, efﬁcient, and timely loading and unloading of students. 17 ITEM # 7 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE No.: Replat - Victory at Coppell Addition Lots 1R-10R & Lot 11, Block A P&Z HEARING DATE: June 18, 2025 STAFF REP.: Matthew Steer, AICP LOCATION: East side of S. Belt Line Road, between Dividend Drive and Hackberry Road SIZE OF AREA: 16.766 acres of property CURRENT ZONING: PD-301R5-HC (Planned Development 301 Revision 5- Highway Commercial) REQUEST: A replat to create 11 commercial lots and associated easements and fire lane configuration from the previously platted 10 lots, on 16.77 acres of property located at the on the east side of S. Belt Line Road, between Dividend Drive and Hackberry Road at the request of Victory Retail Coppell, LLC, being represented by Kirkman Engineering. APPLICANT: Engineer: Owner: John Gardner Victory Retail Coppell, LLC Kirkman Engineering 2911 Turtle Creek Blvd, Suite 700 5200 State Highway 121 Dallas, Texas 75219 Colleyville, Texas 76034 HISTORY: A concept plan for this site was approved in 2022 for a combination of retail, restaurant, offices, medical office, banquet center, and daycare on approximately 10 lots. In early 2023, the concept plan was revised and made the retail restaurant bigger and eliminated the banquet use. Late 2024, the Concept Plan for the overall development of the site was revised to allow for a combination of retail, restaurant with and without drive-throughs, and a Hotel on 11 lots. At that time a detail plan was also approved for the following: - Lot 2, Block A – 9,095 sf multi-tenant building with restaurant/retail uses with a drive-through on 1.70 acres, - Lot 3, Block A – 16,510 sf multi-tenant building with restaurant/retail uses on 2.17 acres, - Lot 4, Block A – 16,780 sf multi-tenant building with restaurant / retail uses on 2.24 acres, - Lot 8, Block A - 79,202 sf five story Tempo hotel on 2.96 acres HISTORIC COMMENT: This property has no noted historical significance. 19 ITEM # 7 Page 2 of 2 TRANSPORTATION: South Belt Line Road is a six-lane divided thoroughfare built within a 110-foot right-of-way. Dividend Drive is a four-lane divided thoroughfare and Hackberry Road is a two-lane street. SURROUNDING LAND USE & ZONING: North: QuikTrip (PD-237R4-HC); Vacant Land (A - Agricultural) South: Springhill Suites Hotel (PD-237R8-HC); City of Dallas (Cypress Waters) East: City of Dallas (Cypress Waters) West: Caliber Home Loans Office & Point West Development (PD-221-HC) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as appropriate for Freeway Special District. DISCUSSION: This 16.766-acre tract stretches along the east side of S. Belt Line Road from Dividend Drive to Hackberry Road. The zoning was approved late 2024. This is the platting of the previously approved concept plan for this site. It does not include the proposed TownePlace Hotel on Lot 7R2 or the revisions to the concept plan on Lot 6R2. This will need to be replatted if they are approved. The applicant is requesting that this plat be approved, so they can file it and begin construction of the first phase of the project. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the request subject to the following conditions: 1. There may be additional comments during the Detail Engineering review. ALTERNATIVES: 1. Approval of the request 2. Denial of the request 3. Modification of the request ATTACHMENTS: 1. Replat 20 N00°31'14"W 48.98' (LOT) LOT 1, BLOCK A HACKBERRY ADDITION DOC.# 201700196937 P.R.D.C.T. LOT 2, BLOCK H/8465 CYPRESS WATERS ADDITION NO. 2 PHASE 3 DOC.# 201400117339 P.R.D.C.T. LOT 1A, BLOCK H/8465 DOC.# 201500010982 P.R.D.C.T. LOT 1B, BLOCK H/8465 DOC.# 201500010982 P.R.D.C.T.LOT 1, BLOCK BLESLEY RETAIL ADDITION,LOT 1, BLOCK BDOC.# 201200003710P.R.D.C.T.LOT 3, BLOCK H/8465 CYPRESS WATERS ADDITION NO. 2, PHASE 1 DOC.# 201400071819 P.R.D.C.T.EAST DIVIDEND DRIVE(90' ROW, DOC.# 200900100537, O.P.R.D.C.T.)SOUTH BELT LINE ROAD (120' ROW, VOL. 4499, PAGE 159, D.R.D.C.T.)HACKBERRY ROAD(CALLED 80' ROW - DOC.# 201500010982)LOT 11, BLOCK A 0.842 ACRES 36,664 SQ. FT. (ZONED: A) (ZONED: A) N44°29'25"E 21.22' S00°30'35"E 1019.33' S00°50'40"E 437.33'S89°29'25"W 195.18'N45°30'35"W 42.43'N00°30'35"W 1413.97'S89°09'16"W 397.39'N89°29'25"E 605.00'LOT 10R, BLOCK A 0.796 ACRES 34,683 SQ. FT. LOT 9R, BLOCK A 0.641 ACRES 27,919 SQ. FT. LOT 5R, BLOCK A 0.992 ACRES 43,223 SQ. FT. LOT 4R, BLOCK A 2.247 ACRES 97,865 SQ. FT. LOT 3R, BLOCK A 2.174 ACRES 94,678 SQ. FT. LOT 2R, BLOCK A 1.702 ACRES 74,136 SQ. FT. LOT 1R, BLOCK A 1.066 ACRES 46,434 SQ. FT. LOT 6R, BLOCK A 1.887 ACRES 82,181 SQ. FT. LOT 7R, BLOCK A 1.460 ACRES 63,610 SQ. FT. LOT 8R, BLOCK A 2.960 ACRES 128,931 SQ. FT. 165.20' (LOT) 135.15' (LOT) 155.00' (LOT)S89°28'46"W224.22' (LOT)155.00' (LOT) 117.13' (LOT)S89°28'46"W223.31' (LOT)96.02' (LOT)82.06' (LOT)N00°31'14"W 27.87' (LOT)S89°28'46"W132.76' (LOT)S89°28'46"W89.87' (LOT)168.94' (LOT)304.66' (LOT)80.00' (LOT)N00°31'14"W 147.40' (LOT)S89°28'21"W304.66' (LOT)216.68' (LOT) 502.55' (LOT)235.33' (LOT)N00°31'14"W 373.63' (LOT)S89°28'46"W235.96' (LOT)C8C7S89°27'53"W71.84' (LOT)42.09' (LOT) N00°31'14"W 98.18' (LOT) 200.66' (LOT)S89°28'46"W205.42' (LOT)S89°28'43"W414.61' (LOT)42.00' (LOT) N00°31'14"W 266.86' (LOT)S89°28'22"W235.97' (LOT)C5C6S89°28'21"W71.81' (LOT)239.11' (LOT) S00°31'14"E 249.00' (LOT) C3 C4 S00°31'14"E 195.73' (LOT)S89°29'24"W384.55' (LOT)188.94' (LOT)S89°28'46"W308.61' (LOT)130.03' (LOT)309.35' (LOT)C2 295.65' (LOT)316.12' (LOT)S89°29'36"W235.46' (LOT)N00°31'14"W 177.86' (LOT)L4L3 L2C1 L1 N00°30'35"W 40.33' REPLAT VICTORY AT COPPELL ADDITION | LOTS 1R-10R & LOT 11, BLOCK A BEING A REPLAT OF VICTORY AT COPPELL ADDITION RECORDED UNDER DOC.# 202400229366, P.R.D.C.T. 16.766 ACRES SITUATED IN THE JOHN L. WHITMAN SURVEY, ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS VICINITY MAP - NOT TO SCALE SITE POINT OF BEGINNING LEGEND OF ABBREVIATIONS ·D.R.D.C.T. DEED RECORDS, DALLAS COUNTY, TEXAS ·P.R.D.C.T.PLAT RECORDS, DALLAS COUNTY, TEXAS ·O.P.R.D.C.T.OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS ·DOC.#DOCUMENT NUMBER ·C.M.CONTROLLING MONUMENT ·SQ. FT.SQUARE FEET ·ROW RIGHT OF WAY ·CRS CAPPED REBAR SET ·S.E. (BTP)SIGN EASEMENT, BY THIS PLAT ·S.E. (BRP)SIGN EASEMENT, BY PLAT RECORDED UNDER DOC.# 202400229366 SURVEYOR John H. Barton III Barton Chapa Surveying, LLC 3601 NE. Loop 820 Fort Worth, TX 76137 Phone: 817-864-1957 info@bcsdfw.com TBPLS Firm #10194474 5200 State Highway 121 Colleyville, TX 76034 Phone: 817-488-4960 info@trustke.com OWNER Victory Retail Coppell, LLC 2911 Turtle Creek Blvd. Ste 700 Dallas TX 75219 SCALE: 1" = 60' 60'0 30'60'120' SHEET: P:\Survey\001 - Kirkman Engineering\2021\201 - Victory at Coppell\Drawings DRAWN:BCS CHECKED:JHB TABLE OF REVISIONS DATE SUMMARY JOB NO.2021.001.201 PAGE 1 OF 3 (EASEMENT ABANDONMENT EXHIBIT & LOT LAYOUT) N ENGINEER SURVEYOR'S NOTES: 1.Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD '83), distances are surface with a combined scale factor of 1.000136506. 2.This property lies within Zone "X" of the Flood Insurance Rate Map for Dallas County, Texas and Incorporated Areas, map no. 48113C0165K, with an effective date of July 7, 2014, via scaled map location and graphic plotting. 3.Monuments are found unless specifically designated as set. 4.Elevations (if shown) are North American Vertical Datum of 1988 (NAVD '88). 21 LOT 1, BLOCK A HACKBERRY ADDITION DOC.# 201700196937 P.R.D.C.T. LOT 2, BLOCK H/8465 CYPRESS WATERS ADDITION NO. 2 PHASE 3 DOC.# 201400117339 P.R.D.C.T. LOT 1A, BLOCK H/8465 DOC.# 201500010982 P.R.D.C.T. LOT 1B, BLOCK H/8465 DOC.# 201500010982 P.R.D.C.T.LOT 1, BLOCK BLESLEY RETAIL ADDITION,LOT 1, BLOCK BDOC.# 201200003710P.R.D.C.T.LOT 3, BLOCK H/8465 CYPRESS WATERS ADDITION NO. 2, PHASE 1 DOC.# 201400071819 P.R.D.C.T.EAST DIVIDEND DRIVE(90' ROW, DOC.# 200900100537, O.P.R.D.C.T.)SOUTH BELT LINE ROAD (120' ROW, VOL. 4499, PAGE 159, D.R.D.C.T.)HACKBERRY ROAD(CALLED 80' ROW - DOC.# 201500010982)LOT 11, BLOCK A 0.842 ACRES 36,664 SQ. FT. (ZONED: A) N44°29'25"E 21.22' S00°30'35"E 1019.33'S89°29'25"W 195.18'N45°30'35"W 42.43'N00°30'35"W 1413.97'S89°09'16"W 397.39'N89°29'25"E 605.00'LOT 10R, BLOCK A 0.796 ACRES 34,683 SQ. FT. LOT 9R, BLOCK A 0.641 ACRES 27,919 SQ. FT. LOT 5R, BLOCK A 0.992 ACRES 43,223 SQ. FT. LOT 4R, BLOCK A 2.247 ACRES 97,865 SQ. FT. LOT 3R, BLOCK A 2.174 ACRES 94,678 SQ. FT. LOT 2R, BLOCK A 1.702 ACRES 74,136 SQ. FT. LOT 1R, BLOCK A 1.066 ACRES 46,434 SQ. FT. LOT 6R, BLOCK A 1.887 ACRES 82,181 SQ. FT. LOT 7R, BLOCK A 1.460 ACRES 63,610 SQ. FT. LOT 8R, BLOCK A 2.960 ACRES 128,931 SQ. FT. N00°30'35"W 40.33' REPLAT VICTORY AT COPPELL ADDITION | LOTS 1R-10R & LOT 11, BLOCK A BEING A REPLAT OF VICTORY AT COPPELL ADDITION RECORDED UNDER DOC.# 202400229366, P.R.D.C.T. 16.766 ACRES SITUATED IN THE JOHN L. WHITMAN SURVEY, ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS POINT OF BEGINNING LEGEND OF ABBREVIATIONS ·D.R.D.C.T. DEED RECORDS, DALLAS COUNTY, TEXAS ·P.R.D.C.T.PLAT RECORDS, DALLAS COUNTY, TEXAS ·O.P.R.D.C.T.OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXAS ·DOC.#DOCUMENT NUMBER ·C.M.CONTROLLING MONUMENT ·SQ. FT.SQUARE FEET ·ROW RIGHT OF WAY ·CRS CAPPED REBAR SET ·S.E. (BTP)SIGN EASEMENT, BY THIS PLAT ·S.E. (BRP)SIGN EASEMENT, BY PLAT RECORDED UNDER DOC.# 202400229366 SURVEYOR'S NOTES: 1.Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD '83), distances are surface with a combined scale factor of 1.000136506. 2.This property lies within Zone "X" of the Flood Insurance Rate Map for Dallas County, Texas and Incorporated Areas, map no. 48113C0165K, with an effective date of July 7, 2014, via scaled map location and graphic plotting. 3.Monuments are found unless specifically designated as set. 4.Elevations (if shown) are North American Vertical Datum of 1988 (NAVD '88). SURVEYOR John H. Barton III Barton Chapa Surveying, LLC 3601 NE. Loop 820 Fort Worth, TX 76137 Phone: 817-864-1957 info@bcsdfw.com TBPLS Firm #10194474 5200 State Highway 121 Colleyville, TX 76034 Phone: 817-488-4960 info@trustke.com OWNER Victory Retail Coppell, LLC 2911 Turtle Creek Blvd. Ste 700 Dallas TX 75219 SCALE: 1" = 60' 60'0 30'60'120' SHEET: P:\Survey\001 - Kirkman Engineering\2021\201 - Victory at Coppell\Drawings DRAWN:BCS CHECKED:JHB TABLE OF REVISIONS DATE SUMMARY JOB NO.2021.001.201 PAGE 2 OF 3 (EXISTING EASEMENT EXHIBIT & EASEMENT DEDICATION EXHIBIT) ENGINEER VICINITY MAP - NOT TO SCALE SITE N 22 PAGE 3 OF 3 SHEET: 5200 State Highway 121 Colleyville, TX 76034 Phone: 817-488-4960 DRAWN:BCS CHECKED:JHB TABLE OF REVISIONS DATE SUMMARY JOB NO.2021.001.201 STATE OF TEXAS § COUNTY OF DALLAS § WHEREAS VICTORY RETAIL COPPELL, LLC is the owner of a tract of land out of the John L. Whitman Survey, Abstract Number 1521, in Dallas County, Texas, and being that same tract of land described by deed to Beltline Properties, LLC, as recorded under Document Number 201600361918, Official Public Records, Dallas County, Texas, (O.P.R.D.C.T.), the subject tract being more particularly described by metes and bounds as follows (bearings are based on State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD '83)): BEGINNING at an “X” cut set in concrete for the westernmost northwest corner of said Beltline Properties tract and the herein described tract, same being the southwest corner of the south right-of-way of East Dividend Drive, having a 90.00 foot right-of-way (200900100537); THENCE North 44 degrees 29 minutes 25 seconds East, with the south right-of-way of said East Dividend Drive, a distance of 21.22 feet to a 1/2 inch rebar with pink cap stamped, “BARTON CHAPA” set (hereinafter called “capped rebar set”) for the northernmost northwest corner thereof; THENCE North 89 degrees 29 minutes 25 seconds East, with the south right-of-way of said East Belt Dividend Drive, a distance of 605.00 feet to a capped rebar set for the southeast corner thereof, same being the northeast corner of said Beltline Properties tract; THENCE South 00 degrees 30 minutes 35 seconds East, with the east line of said Beltline Properties tract, a distance of 1,019.33 feet to a capped rebar set at the northeast corner of a tract of land described by deed to Plaza Lodging, LLC, as recorded under Document Number 201600297271, (O.P.R.D.C.T.); THENCE South 89 degrees 09 minutes 16 seconds West, with the north line of said Plaza Lodging tract, a distance of 397.39 feet to a 5/8 inch rebar found for the northwest corner thereof; THENCE South 00 degrees 50 minutes 40 seconds East, with the west line of said Plaza Lodging tract, a distance of 437.33 feet to a point for the southeast corner of said Beltline Properties tract, from which a 5/8 inch rebar with cap stamped, “RPLS 4804” found bears South 01 degrees East, a distance of 2.31 feet; THENCE with the south and west lines of said Beltline Properties tract, the following calls: 1.South 89 degrees 29 minutes 25 seconds West, a distance of 195.18 feet to a capped rebar set; 2.North 45 degrees 30 minutes 35 seconds West, a distance of 42.43 feet to a capped rebar set; 3.North 00 degrees 30 minutes 35 seconds West, a distance of 1,413.97 feet to the POINT OF BEGINNING and enclosing 16.766 acres (730,325 square feet) of land, more or less. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS That, VICTORY RETAIL COPPELL, LLC, does hereby adopt this plat designating the herein described property as VICTORY AT COPPELL ADDITION, LOTS 1R-10R & LOT 11, BLOCK A, 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 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). Water main and wastewater easements shall also include additional areas of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by their location as installed. 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 ____________________ 20___. ___________________________________ VICTORY RETAIL COPPELL, LLC, Owner ___________________________________ Name/Title STATE OF TEXAS § COUNTY OF ______________§ BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared _______________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same as for the purpose and consideration therein expressed, and in the capacity therein stated. _____________________ Notary Public in and for the State of Texas SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS That I, John H. Barton III, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an actual on the ground survey of the land; and the monuments shown hereon were found and/or placed under my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas. ______________________ John H. Barton IIIRegistered Professional Land Surveyor No. 6737 STATE OF TEXAS § COUNTY OF ______________§ BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared _______________________, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same as for the purpose and consideration therein expressed, and in the capacity therein stated. _____________________ Notary Public in and for the State of Texas Floodplain Development Permit Application No.______ has been filed with the City of Coppell Floodplain Administrator on_________________, 20___. ____________________________________ Floodplain Administrator Date CERTIFICATE OF APPROVAL The undersigned, Planning and Zoning Commission Secretary of the City of Coppell, Texas hereby certifies that the foregoing plat of VICTORY AT COPPELL ADDITION, LOTS 1R-10R & LOT 11, BLOCK A, an addition in the City of Coppell, was submitted to the Planning and Zoning Commission on the ____ day of___________, 20___, 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 an upon said plat, and said Chairman to note the acceptance thereof by signing their name as hereinabove subscribed Witness my hand this____ day of ____________, 20___ _____________________________ Planning and Zoning Commission Secretary City of Coppell, Texas APPROVED AND ACCEPTED _____________________________ Chairman, Planning and Zoning Commission City of Coppell, Texas FRANCHISE UTILITY NOTE I, ________________, P.E., verify that all franchise utilities have each been contacted and provided a copy of the plat and development proposal and all known franchise utility easements and/or abandonments are currently shown ___________________________ Registered Professional Engineer REPLAT VICTORY AT COPPELL ADDITION | LOTS 1R-10R & LOT 11, BLOCK A BEING A REPLAT OF VICTORY AT COPPELL ADDITION RECORDED UNDER DOC.# 202400229366, P.R.D.C.T. 16.766 ACRES SITUATED IN THE JOHN L. WHITMAN SURVEY, ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS 23 ITEM # 8 Page 1 of 5 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE No.: PD-301R6-HC, Victory Coppell Retail, Lot 6R2 & 7R2, Block A P&Z HEARING DATE: June 18, 2025 C.C. HEARING DATE: July 8, 2025 STAFF REP.: Matthew Steer, AICP LOCATION: East side of S. Belt Line Road, south of Dividend Drive SIZE OF AREA: 3.34 acres of property CURRENT ZONING: PD-301R5-HC (Planned Development 301 Revision 5- Highway Commercial) REQUEST: A zoning change request for a new Detail Planned Development revising the current concept plan of Planned Development-301 Revision 5-Highway Commercial, to allow a five story, 76,346-sf hotel, with 131 rooms combining Lot 7R and a portion of Lot 6R, Block A, on 2.46 acres, and revising the concept plan for the remaining portion of Lot 6R, Block A, on .88 acres of land located at the southeast quadrant of S. Belt Line Road and Dividend Drive, at the request of Victory Retail Coppell, LLC, being represented by Kirkman Engineering, LLC. APPLICANT: Engineer: Owner: John Gardner Victory Retail Coppell, LLC Kirkman Engineering 2911 Turtle Creek Blvd, Suite 700 5200 State Highway 121 Dallas, Texas 75219 Colleyville, Texas 76034 HISTORY: A concept plan for this site was approved in 2022 for a combination of retail, restaurant, offices, medical office, banquet center, and daycare on approximately 10 lots. In early 2023, the concept plan was revised and made the retail restaurant bigger and eliminated the banquet use. Late 2024, the Concept Plan for the overall development of the site was revised to allow for a combination of retail, restaurant with and without drive-throughs, and a hotel on 11 lots. At that time, a detail plan was also approved for the following: - Lot 2, Block A – 9,095 sf multi-tenant building with restaurant/retail uses with a drive-through on 1.70 acres, - Lot 3, Block A – 16,510 sf multi-tenant building with restaurant/retail uses on 2.17 acres, - Lot 4, Block A – 16,780 sf multi-tenant building with restaurant/retail uses on 2.24 acres, - Lot 8, Block A - 79,202 sf five story Tempo hotel on 2.96 acres 26 ITEM # 8 Page 2 of 5 HISTORIC COMMENT: This property has no noted historical significance. TRANSPORTATION: South Belt Line Road is a six-lane divided thoroughfare built within a 110-foot right-of-way. Dividend Drive is a four-lane divided thoroughfare and Hackberry Road is a two-lane street. SURROUNDING LAND USE & ZONING: North: QuikTrip (PD-237R4-HC); Vacant land (A - Agricultural) South: PD-301R5-HC; Vacant land approved for a Tempo Hotel East: City of Dallas (Cypress Waters) West: PD-301R5-HC; Vacant land approved for retail and restaurant uses COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as appropriate for Freeway Special District. DISCUSSION: This 3.34-acre tract is located on the south side of Dividend on the northeast corner of the development. As mentioned in the history section, the applicant has made several modifications to the Concept Plan and most recently had a detail plan for the Tempo Hotel approved, which is located just south of the subject property. The request is to allow a 5 story, 131 room, TownePlace Suites Hotel on a property to be called Lot 7R2 after a portion of Lot 6R and Lot 7R are combined. The remaining portion of Lot 6R will be platted into Lot 6R2. The concept plan for Lot 6R2 is proposed to be altered along with this request. Below is a comparison of the approved Concept Plan and the proposed Concept Plan for Lot 6R2 and Detail Plan for Lot 7R2. Lot Approved Lot 6R Proposed Lot 6R2 Zoning PD-301R5-HC Conceptual Plan PD-301R6-HC Conceptual Plan Lot Size 1.89 acres .88 acres Use Retail/Restaurant Retail/Restaurant Parking Required 105 parking spaces 47 parking spaces Parking Ratio 1:100 Restaurant, 1:200 Retail, 1:100 Patio 1:100 Restaurant, 1:200 Retail Parking Provided 111 parking spaces 48 parking spaces Building Area by Use Restaurant 6,000 sf, Retail 6,600 sf, Patio 1,200 sf Restaurant 3,125 sf, Retail 3,125 sf Building Area (Total) 13,800 sf 6,250 sf Building Stories 1 1 Lot Coverage 16.76% 16.3% Lot Approved Lot 7R Proposed Lot 7R2 Zoning PD-301R5-HC Conceptual Plan PD-301R6-HC Detail Plan Lot Size 1.46 acres 2.46 acres Use Retail/Restaurant Hotel Parking Required 70 parking spaces 146 parking spaces Parking Ratio 1:100 Restaurant, 1:200 Retail 1 per room + 1:100 Meeting Space Parking Provided 70 parking spaces 132 parking spaces Building Area by Use Restaurant 5,600 sf, Retail 2,800 sf, Patio 300 sf 131 rooms + 1,452 sf meeting space Building Area (Total) 8,400 sf 76,346 sf Building Stories 1 Story 5 Floors (73 ft. in height) Lot Coverage 13.40% 16.1% 27 ITEM # 8 Page 3 of 5 Conceptual Site Plan The previous modification to the Concept Plan amended the entire property. This request significantly alters two of the northern rear lots, with only a minor adjustment to the parking at the Tempo Hotel site. The conceptual plan for Lot 6R2 is in accordance with all HC District Requirements. This will need to be replatted and have a detail plan administratively approved prior to permitting, provided it complies with the building material and plant materials approved for the overall Concept Plan. Detail Site Plan for the TownePlace Suites Hotel: The main focus of the request is the proposed hotel. As outlined in the table above, a smaller Lot 7R (1.46 acres) was approved for an 8,400 sf retail/restaurant building. Currently on Lot 7R2 (2.46 acres), a 131 room, 5 story hotel is proposed. The amenities proposed include: - Lobby/waiting/atrium area (1,936 sf) - Limited service restaurant - 24 hour/day staff - Meeting space (1,452 sf) - Outdoor pool (600 sf) - Outdoor lounge space (1,975 sf) - Fitness Room (1,200 sf) - Gift/snack pantry (400 sf) - Outdoor Plaza (1,300 sf) - Guest Laundry - Room Amenities include: o 2 burner cooktop o Small refrigerator o Microwave In initial meetings with the applicant, a “residence hotel” (extended stay) was proposed. A “residence hotel” has a set of requirements that differ from a “hotel”. “Residence hotel” is defined as “a multi-dwelling, extended stay lodging facility consisting of efficiency units or suites with a complete kitchen (which are defined as containing a stove top and oven and full-size refrigerator) suitable for long-term occupancy. Customary hotel services such as linens, maid service and telephone are provided.” With “residence hotels”, a requirement of the ordinance is that no more than 22 room units per acre are permitted. This proposal has over 53 room units per acre. With the current TownePlace Suites proposal, the oven and the full-size refrigerator have been eliminated from the proposed room amenities taking the “complete kitchen” variable out of the equation. Therefore, the category of requirements that need to be met are under a “hotel” not “residence hotel”, removing the need to comply with the 22 room units per acre requirement. Although TownePlace Suites is marketed as an extended stay hotel, technically, under the Zoning Ordinance, it should be regulated as though it is a regular hotel. 28 ITEM # 8 Page 4 of 5 Landscaping The detail landscape plan is in compliance with the previously approved conceptual plan. The same plant materials are being used, consistent with remainder of the project. There are 21 Cedar Elms and 4 Texas Red Oaks proposed throughout Lot 7R2. There are 15 Eastern Red Cedars and 99 Wax Myrtles proposed to serve as a buffer along the eastern property line. Approved with the overall conceptual plan for the entire property, an enhanced linear park area divides the front half of the site from the back portion and will be an enhanced linear park area. The enhanced landscaping will start from the main entrance at S. Belt Line Road eastward, then at the center of the site it will spread north and south. This area will include amenities and a five-foot sidewalk, with benches and arbors situated along the path. Grass, trees, shrubs, and seasonal color will line the path. A sidewalk to the path is proposed from the TownePlace Suites and the approved Tempo to the south. The path extends to the Springhill Suites site on Hackberry. Each of the remaining sites will have a tie-in. The applicant is proposing to install this linear park with the first phase of construction. Access/Parking There are two access drives leading to S. Belt Line Road and two to Dividend Drive. There is a 24’ drive aisle that encircles the proposed hotel with a 26’ fire lane proposed on the eastern north/south drive. There are 146 parking spaces required and 132 parking spaces proposed. The parking required is based on the number of rooms (1 parking space per room) and the meeting space (1 parking space per 100 square feet). The applicant is requesting an exception to the required parking and has explained the reasoning for the exception in the attached letter citing that: - most guests are corporate travelers coming from the airport utilizing rideshare and - there is a hotel-provided shuttle service consisting of two dedicated Marriott shuttle vans providing complimentary transportation to and from DFW airport and adjacent businesses. In reviewing the most recent hotel approvals, the Tempo Hotel approved to the south was required to meet the parking ratio of one parking space per one room and one parking space per 100 square feet of meeting space. However, the Homewood suites/Hilton Garden Inn site under construction on Dividend and Point West was granted a parking variance for similar reasons listed. Because there will be enough parking to accommodate one parking space per room on site at maximum occupancy and for the reasons listed above, staff is comfortable in recommending the exception. If onsite parking becomes an issue, there will be enough parking in the overall development to be shared. Building Elevations & Signage The exterior elevations will fit in well with the overall Planned Development. The design elements for the hotel match what was approved for the Conceptual Plan. Grey brick (manganese ironspot), grey stucco (Benjamin Moore Gunmetal 1602), beige stucco (Benjamin Moore Whitedove), and Ivory Nichia Fiberboard are the 29 ITEM # 8 Page 5 of 5 main building materials. This signage is conceptual at this point and there is a note that it shall meet the minimum requirements at time of permitting. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending approval of PD-301R6-HC, Victory Coppell Detail Plan for Lot 7R2 and Conceptual Plan for Lot 6R2 subject to the following conditions. 1. There may be additional comments during the Detail Engineering review. 2. A replat is required prior to permitting. 3. PD Conditions: a. Any change in building materials shall be subject to Council approval, unless consistent with the materials of the Conceptual Planned Development. b. All building signage shall comply with City regulations at time of permitting. c. The total required parking for the TownePlace Suites is allowed to be 132 parking spaces, as depicted on the proposed Site Plan. d. Any change to the room kitchen amenities shall be subject to Council approval. 4. All PD Conditions from the Conceptual PD shall apply, unless specifically amended within these plans. 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. Concept Plan (Revisions to Lot 6R2 & 7R2) 2. Detail Site Plan Lot 7R2 (TownePlace Suites) 3. Detail Landscape Plan Lot 7R2 (TownePlace Suites) 4. Floor Plan Lot 7R2 (TownePlace Suites) 5. Elevations Lot 7R2 (TownePlace Suites) 6. Letter from Applicant Dev. Justification & Economic Impact 7. Letter from Applicant Parking Exception Justification 8. Trip Generation Comparisons (June 2025) 30 LPTPEDRIM=536.1'SDRIM=525.9'SDRIM=527.9'SDRIM=526.7'SDRIM=529.5'SDRIM=528.5'RIM=522.5'SSFL BOX" =517.7'SDRIM=525.9'SDRIM=527.9'SDRIM=526.7'SDRIM=529.5'SDRIM=528.5'RIM=522.5'SDRIM=533.7'SDRIM=529.1'ONLYONLYONLYONLYONLYONLYONLYONLYFH FH FH FH FH FH FH FH FH FH FH FH FH FH LOT 1, BLOCK A Rest. 2,100 sf 1.07 ac 1 STORY LOT 10, BLOCK A QSR 2,200 sf 0.80 AC 1 STORY LOT 11, BLOCK A QSR 1,800 sf 0.84 AC 1 STORY LOT 9, BLOCK A RETAIL 3,000 sf or REST 1,500 sf 0.64 AC 1 STORYFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIR E L A N E FIRELANEFIRELANEFIRELANE ONEWAY DRIVETHRU 14 5 10 11 10 5 13 ONEWAYONEWAY12 9 12 99 FIRELANEFIRELANE FIRELANE FIRELANE FIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANEFIRELANE9 12 8 3FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE ONEWAY6 DRIVETHRU DRIVETHRU DRIVETHRUONEWAYONEWAYLOT 4, BLOCK A Retail / Restaurant 16,780 sf 2.24 ac 1 STORY LOT 3, BLOCK A Retail/ Restaurant 16,510 sf 2.17 ac 1 STORY LOT 5, BLOCK A QSR 1,000 sf 0.99 ac 1 STORY LOT 7R2, BLOCK A HOTEL 17,080 sf 7 6 7 188 LOT 8, BLOCK A HOTEL 18,167 SF FOOTPRINT 79,202 SF GROSS 5 STORY 140 ROOMS 2.96 ac 12144 12 1210 5 12 12 12 9 1012 12 12 7 9 9 6 12 10 6 11 6 8 4 11 1 9 9 9 3 4 FIRELANE 3 1 STORY 9 7 7 9 11 7 1 FIRELANEDRIVETHRU4 FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE13 13 7 9 12 11 12 3 5 6 8 12 5 81013108 311LOT 6R2, BLOCK A RETAIL 6,250 sf RESTAURANT/ RETAIL10,540 sf1.70 ac10 22 17 R30 'R30'R30' R 3 0'R30 'R30'24' FL/MA/PD/UEEXISTING DRAINAGE & UTILITY EASEMENT (VARIABLE WIDTH) (DOC NO. 201600170338, O.P.R.D.C.T.)SIDEWALK EASEMENT WATER EASEMENT SIDEWALK EASEMENT HACKBERRY ROAD(VARIABLE WIDTH ROW)BELTLINE ROAD (120' ROW, VOL. 4499, PAGE 159, D.R.D.C.T.)EAST DIVIDEND DRIVE(90' ROW, DOC.# 200900100537, O.P.R.D.C.T.)PRIVATE 24' FIRELANE, DRAINAGE, & UTILITY EASEMENT 24' FL/MA/PD/UE 24' FL/MA/PD/UE24' FL/MA/PD/UE24' FL/MA/PD/UE 24' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT EXISTING 30' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.) PRIVATE 24' FIRELANE, DRAINAGE, & UTILITY EASEMENT 24' FL/MA/PD/UE EXISTING 30' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.) EXISTING 30' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.) EXISTING UTILITY EASEMENT (VARIABLE WIDTH) (DOC NO. 201700088715, O.P.R.D.C.T.) 26' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT PRIVATE 20' DRAINAGE & UTILITY EASEMENT R 3 0 ' 200 SF PATIO 200 SF PATIO500 SF PATIO 400 SF PATIO 200 SF PATIO LEGEND SP 1.0 FILENAME: C3.0 SITE PLAN_VIC20008_Coppell.dwgPLOTTED BY: Ricky CarrenoFULL PATH: K:\Jobs\VIC20008_Coppell\Drawings\03 - Production - NEWK:\Jobs\VIC20008_Coppell\Drawings\03 - Production - NEW\C3.0 SITE PLAN_VIC20008_CoppellPLOTTED DATE: 6/11/20252911 TURTLE CREEK BLVD, STE 700 DALLAS, TX 75219 972-707-9555 SHEET:REV:DATE:DESCRIPTION:LOT 1-11, BLOCK ACITY OF COPPELLDALLAS COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: VIC20008 E N G I N E E R I N GVICTORY COPPELLLOTS 1-11 (LOT 6R2 & 7R2REVISION)JOHN D. GARDNER 138295 DATE: 06/29/2024 2/28/2023 CONCEPT SITE PLAN CITY PROJECT NO. PD-301R-HC VICTORY AT COPPELL 16.766 ACRES LOT 1-10, BLOCK 1 SURVEY ADDITION NAME (INST. NO. 20190215010000670) CITY OF COPPELL, TEXAS PREPARATION DATE: 6/20/2022 OWNER/APPLICANT VICTORY REAL ESTATE GROUP 2911 TURTLE CREEK BLVD, SUITE 700 DALLAS, TX 75219 PH: 469-646-6184 CONTACT: BOBBY MENDOZA LANDSCAPE ARCHITECT LONDON LANDSCAPES P.O. BOX COLLINSVILLE, TEXAS 76233 PH: 972-800-0676 EMAIL: AMY_LONDON@ LONDON-LANDSCAPES.NET CONTACT: AMY LONDON, RLA ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: JOHN GARDNER, PE SURVEYOR BARTON CHAPA SURVEYING 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-864-1957 CONTACT: JACK BARTON, RPLS SITE PLAN NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. GRAPHIC SCALE FEET012060 SCALE: 1" = 60' LAYOUT & DIMENSIONAL CONTROL NOTES: 1.BOUNDARY LINES AND EASEMENT: REFER TO THE FINAL PLAT TO VERIFY PROPERTY LINES AND EXISTING EASEMENT LOCATIONS. 2.DIMENSION CONTROL: UNLESS NOTED OTHERWISE, ALL PAVING DIMENSIONS SHOWN ARE TO FACE OF CURB. 3.CURB RADII: UNLESS NOTED OTHERWISE, ALL CURB RADII SHALL BE 3' AT FACE OF CURB. 4.BUILDING DIMENSIONS: REFERENCE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 5.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES PRIOR TO CONSTRUCTION. 6.ALL COORDINATES ARE U.S. SURVEY FEET, NAD '83 SURFACE. 7.REFER TO SHEET(S) CX.X - X.X FOR SITE DETAILS. PROPOSED SIGN FIRE LANE STRIPING PROPOSED FIRE HYDRANT PROPOSED SANITARY MANHOLE PROPOSED CURB INLET PROPOSED GRATE INLET ACCESSIBLE ROUTE PARKING COUNT PROPOSED FDC PROPERTY BOUNDARY P1 LIGHT POLE P1_2 LIGHT POLE FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT FH FIRELANE 10 SSS BELTLINE RDPROJECT SITE HACKBERRY DRIVE RANCH TRAILLYNDON B JOHNSON FREEWAY EAST DIVIDEND DRIVE 635 SITE DATA TABLE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6R2 LOT 7R2 LOT 8 LOT 9 LOT 10 LOT 11 TOTAL ZONING PD-301R5-HC PD-301R5-HC PD-301R5-HC PD-301R5-HC PD-301R5-HC PD-301R5-HC PD-301R5-HC PD-301R5-HC PD-301R5-HC PD-301R5-HC PD-301R5-HC USE RESTAURANT RESTAURANT/RETAIL RESTAURANT/RETAIL RESTAURANT/RETAIL RESTAURANT RETAIL/RESTAURANT HOTEL HOTEL RETAIL RESTAURANT RESTAURANT PKG. SPACES REQUIRED 21 SPACE 64 SPACES 114 SPACES 133 SPACES 10 SPACES 48 SPACES 146 SPACES 154 SPACES 15 SPACES 22 SPACES 18 SPACES 687 PARKING RATIO 1:100 SF (REST)1:100 SF (REST) 1:200 (RETAIL) 1:100 SF (REST) 1:200 (RETAIL) 1:100 SF(REST) 1:200 SF (RETAIL)1:100 SF 1:100 SF(REST) 1:200 SF (RETAIL) 1 PER ROOM 1:100 MEETING SPACE 1 PER ROOM 1:100 MEETING SPACE 1:100 SF (REST) 1:200 SF (RETAIL)1:100 SF (REST)1:100 SF (REST) PKG. SPACES PROVIDED (SURFACE)22 SPACES 60 SPACES 118 SPACES 133 SPACES 20 SPACES 49 SPACES 132 SPACES 154 SPACES 15 SPACES 22 SPACES 21 SPACES 738 ADA PARKING REQUIRED 2 SPACES (1 VAN)3 SPACES (1 VAN)5 SPACES (1 VAN)5 SPACES (1 VAN)1 SPACE (1 VAN)1 SPACES (1 VAN)5 SPACES (1 VAN)6 SPACES (1 VAN)1 SPACES (1 VAN)1 SPACES (1 VAN)1 SPACES (1 VAN) ADA PARKING PROVIDED 2 SPACES (2 VAN)3 SPACES (2 VAN)5 SPACES (2 VAN)5 SPACES (2 VAN)1 SPACE (1 VAN)2 SPACES (1 VAN)5 SPACES (2 VAN)6 SPACES (1 VAN)1 SPACES (1 VAN)1 SPACES (1 VAN)1 SPACES (1 VAN) BUILDING AREA BY USE REST. 2,100 REST. 3,600 / RETAIL 5,495/ PATIO 400 REST. 6,016 / RETAIL 10,494/ PATIO 400 REST. 9,680/RETAIL 7,100/ PATIO 700 REST. 1,000 REST. 3,125 / RETAIL 3,125 HOTEL 79,202 131 ROOMS 1,452 SF MEETING SPACE HOTEL 79,202 140 ROOMS 1,375 SF MEETING SPACE RETAIL 3,000 OR REST. 1,500 REST. 2,200 REST. 1,800 BUILDING AREA (TOTAL)2,100 SF 9,095 SF 16,510 SF 16,780 SF 1,000 SF 6,250 SF 76,346 SF 79,202 SF 3,000 SF 2,200 SF 1,800 SF BUILDING STORIES 1 1 1 1 1 1 1 5 1 1 1 LOT 1.07 AC 1.70 AC 2.17 AC 2.24 AC 0.99 AC 0.88 AC 2.46 AC 2.96 AC 0.64 AC 0.80 AC 0.84 AC LOT COVERAGE 4.51%12.82%17.68%17.81%2.32%16.76%13.40%14.07%10.76%6.31%4.92% NUMBER OF STORIES 1 1 1 1 1 1 1 5 1 1 1 VICINITY MAP N.T.S. PD CONDITIONS: 1.ALL WALL SIGNAGE SHALL COMPLY WITH CITY REGULATIONS. 2.PLANS FOR THE LINEAR PARKSHALL REQUIRE STAFF APPROVAL AND SHALL BE CONSTRUCTED WITH PHASE 1. 3.THE FOCAL POINT ARTWORK SHALL REQUIRE STAFF APPROVAL AND SHALL BE IN PLACE PRIOR TO THE ISSUANCE OF A CO FOR THE BUILDINGS AT THE REAR OF THE PROPERTY. 4.A PROPERTY OWNERS ASSOCIATION SHALL BE REQUIRED PRIOR TO THE FILING OF THE FINAL PLAT WHICH SHALL PROVIDE USE AND MAINTENANCE OF ALL COMMON USE ELEMENTS OF THE DEVELOPMENT. 5.A DETAILED SITE PLAN SHALL BE REQUIRED FOR THE DEVELOPMENT OF ALL LOTS WITHIN THE PLANNED DEVELOPMENT. 6.A TREE SURVEY AND TREE MITIGATION, IF ANY, SHALL BE REQUIRED AT THE TIME OF DETAIL PLANNED DEVELOPMENT. 7.PARKING SHALL BE ALLOWED IN THE FRONT TARD AS SHOWN OF THIS SITE GENERALLY AS PROVIDED ON THIS CONCEPT PLAN. 8.RESTAURANTS WITH DRIVE THROUGHS SHALL BE ALLOWED AS SHOWN ON THE CONCEPT PLAN FOR LOTS 1, 2, 3, 5, 9, 10, AND 11. 9.TO ALLOW THE MONUMENT SIGNS AS PREVIOUSLY APPROVED IN ORDINANCE 91500-A-784. 10.PATIOS UNDER 500 SQUARE FEET DO NOT HAVE AN ADDITIONAL PARKING REQUIREMENT. FL/MA/PD/UE 31 FIRELANE FIRELANE FI R E L A N E FIRELANEONEWAYDRIVETHRUONEWAYONEWAYFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFI R E L A N E FIRELANE FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRELANEFIRELANE FIRE L A N E FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEDRIVETHRU FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANERESTAURANT/ RETAIL10,540 sf1.70 acEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX SSEX SSEX SSEX SSICVICV ICV ICV LP ICV FH FH FH FH GUY TPED SDRIM=525.9' SDRIM=527.9' SDRIM=526.7' SDRIM=528.5' RIM=522.5' ALUM. MONUMENT SS FL BOX" =517.7' SDRIM=525.9' SDRIM=527.9' SDRIM=526.7' SDRIM=528.5' RIM=522.5' TSP ONLY N89°29'25"E 309.35'S0°31'14"E200.66'S0°30'31"E316.12'N89°29'25"E 265.64' N44°29'25"E 21.22'N0°30'35"W146.88'N0°30'35"W256.88'N0°30'35"W84.09'N89°29'25"E 30.01' N89°28'46"E 235.96'S0°31'14"E98.18'S89°28'46"W 205.42' S89°28'43"W 414.61' N89°27'53"E 71.84' N89°28'46"E 40.71' S0°31'14"E 21.17' S44°12'40"E 32.07' Δ=17°24'08" R=200.00', L=60.75' CB=S8°58'49"W CD=60.51' S0°31'39"E 24.95' S89°29'48"W 160.99' S0°30'31"E 193.93' N89°29'24"E 384.55' S0°30'34"E 55.66'S0°31'30"E140.06'S0°31'30"E 140.06'S0°31'14"E249.00'S89°28'22"W 235.97' Δ=14°50'06" R=150.00', L=38.84' CB=N83°06'36"W CD=38.73' S89°28'21"W 71.81' Δ=14°50'06" R=150.00', L=38.84' CB=N83°06'36"W CD=38.73' S89°28'22"W 235.97'TOWNEPLACE SUITESBY MARRIOTTTOTAL ROOM: ± 131GUESTROOMS±17,000 SF BUILDING713 6116 85 53 12121213108FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEPROPOSED BUILDING±6,250 SF OF RETAIL13108 3 11SS SS SSFH T FH FH FH 99.5'2.4' 26.0' FIRE LANE PAVEMENT 18.0' 26.0' FIRE LANE PAVEMENT 18.0' 18.0' 4.5'18.0'12.0'12.0'18.0'9.0'5.0'18.0'18.0'5.5'5.0'9.0'18.0'18.0'18.0'24.0'9.0'9.0'9.0'9.0'18.0'40.0'9.0'18.0' 18.0'9.0'9.0'9.0'R10'R10' R6' 28.0' 12.0' 12.4'38.3'9.0'9.0'9.0'18.0' 18.0'12.0' 52.7'30.8'24.0'18.0'9.0' 9.0' PROPOSED SITE BY OTHERS ZONING: PD-301R5-HCPROPOSED PARKING BYOTHERSPROPOSED PARKING BYOTHERSPROPOSED PARKING BY OTHERS PROPOSED PARKING BYOTHERSFIRELANE BY OTHERSFIRELANE BY OTHERSFIRELANE BY OTHERSFIRELANE BY OTHERS PROPOSED DRIVEWAY PAVEMENT PROPOSED DRIVEWAY PAVEMENTPROPOSED DRIVEWAYPAVEMENTR10' SIDEWALK BY OTHERS 26'' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 10.5'23.6'18.0'6.0' 20.0'30.0'20' SETBACK30' SETBACK PROP. 8' MASONRY DUMPSTER ENCLOSURE (REF: ARCHITECTURAL PLAN) PROP. ADA PARKING (TYP.) PROP. FIRE HYDRANT(TYP.) PROP. REMOTE FDC (TYP.)9.0'R 10'9.0'9.0'9.0'18.0'18.0'24.0'9.0'18.0'13.8'9.0' PROP. DRIVEWAY CONNECTION LOT 3, BLOCK H/8465 CYPRESS WATERS ADDITION NO. 2, PHASE 1 DOC.# 201400071819 P.R.D.C.T. CITY OF DALLAS ZONING-PD 741 LOT 2, BLOCK H/8465 CYPRESS WATERS ADDITION NO. 2 PHASE 3 DOC.# 201400117339 P.R.D.C.T. CITY OF DALLAS ZONING-PD 741 LOT 1B, BLOCK H/8465 DOC.# 201500010982 P.R.D.C.T. CITY OF DALLAS ZONING-PD 741 LOT 1, BLOCK A 1.237 ACRES 53,878 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HC LOT 2, BLOCK A 1.114 ACRES 48,541 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HC LOT 3, BLOCK A 1.918 ACRES 83,535 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HCPAVEMENT BY OTHERSAPPROXIMATELY 227.0' DRIVEWAY SPACING APPROXIMATELY±567.0' FROM NEAREST INTERSECTION ± 109.0' TO THE EXISTING DRIVEWAY POOL AREAMAIN ENTRANCE30.0'12.0'PROP.LOADING ZONE PROP. 12" WATER MAINEXISTING 30'' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)SIDEWALKEASEMENT24' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT PRIVATE 24' FIRELANE, DRAINAGE, & UTILITY EASEMENT30'' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 24'' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENTEXISTING 30'' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)LOT 7R2 2.46 ACRES LOT 6R 0.888 ACRES R10' R 15'R 1 5 'R10 'R4'R30'R30'R10' EAST DIVIDEND DRIVE (90' ROW, DOC.# 200900100537, O.P.R.D.C.T.)BELT LINE ROAD(120' ROW, VOL.4499, PAGE 159,, D.R.D.C.T.)EX. CONTOUR PROP. LIGHT POLE (TYP.) (REF: ELECTRICAL PLAN) 18.0'24.0' 56 SF RISER ROOM LOT 6, BLOCK A 1.886 ACRES 82,180 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HC LOT 7, BLOCK A 1.460 ACRES 63,609 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HC LEGEND C3.0 FILENAME: C3.0 SITE PLAN_T6A25001.dwgPLOTTED BY: Ricky CarrenoFULL PATH: K:\Jobs\T6A25001_Coppell Hotel\Drawings\02_ENGR\03 - ProductionK:\Jobs\T6A25001_Coppell Hotel\Drawings\02_ENGR\03 - Production\C3.0 SITE PLAN_T6A25001PLOTTED DATE: 6/11/2025SHEET:REV:DATE:DESCRIPTION:TOWNEPLACESUITESLOT 7R2CITY OF COPPELLDALLAS COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: T6A25001 E N G I N E E R I N G P R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C UME N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E PURPOSES OF CONSTRUCTION, B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R UNDE R THE S UP ER VI S IO N OF : P.E.# 108577 PATRICK C. FILSON DATE: June 11, 2025 2911 TURTLE CREEK BLVD, STE 700 DALLAS, TX 75219 972-707-9555SITE DATA TABLE EXISTING ZONING PD-301R5-HC PROPOSED ZONING PD-301R6-HC PROPOSED USE HOTEL EXISTING LOT AREA (SF)/ (ACRES)63,610/1.460 & 82,181/1.887 PROPOSED NUMBER OF FLOORS 5 FLOORS TOTAL BUILDING AREA (SF)17,274 BUILDING AREA (GROSS SF)76,346 BUILDING HEIGHT 73 FT BUILDING LOT COVERAGE (%)16.1% FLOOR AREA RATIO (GROSS AREA)0.717:1 PROVIDED NUMBER OF ROOMS 131 PROVIDED ROOM AREA (SF)329 SF HOTEL PARKING REQUIREMENT 1 SPACE PER ROOM HOTEL PARKING SPACES REQUIRED 146 SPACES HOTEL PARKING SPACES PROVIDED 132 SPACES REQUIRED ADA PARKING 5 SPACES (1 VAN) PROVIDED ADA PARKING 5 SPACES (1VAN) IMPERVIOUS AREA (SF)/%85,060 / 79% COVERED DROP OFF OR PORTE COCHERE COVERED DROP OFF LOBBY/WAITING/ATRIUM AREA (MIN 750 SF)YES- 1,936 SF RESTAURANT-LIMITED SERVICE YES PROVIDED STAFF 24 HRS/DAY YES MEETING SPACES (SF)1,452 OUTDOOR LOUNGE SPACE (SF)1,975 EXTENDED STAY NO AMENITIES 1. ROOM AMENITIES: - 2 BURNER COOK TOP, SMALL REFRIGERATOR, AND MICROWAVE. NO OVEN. 2. OUTDOOR POOL (600SF) 3. FITNESS ROOM (±1,200 SF) 4. GIFT/PANTRY SNACK (400 SF) 5. OUTDOOR PLAZA (±1,300 SF) 6. GUEST LAUNDRY SITE PLAN CITY PROJECT NO. SPXX-XXXX TOWNEPLACE SUITES 3.347 ACRES LOT 6R & 7R, BLOCK A VICTORY AT COPPELL ADDITION (DOC. NO. 202400229366) CITY OF COPPELL, DALLAS COUNTY, TEXAS PREPARATION DATE: 8/6/2024 OWNER/APPLICANT VICTORY REAL ESTATE GROUP 2911 TURTLE CREEK BLVD, SUITE 700 DALLAS, TX 75219 PH: 469-646-6184 CONTACT: BMENDOZA@VG-RE.COM LANDSCAPE ARCHITECT LONDON LANDSCAPES P.O. BOX 28 COLLINSVILLE, TEXAS 76233 PH: 972-800-0676 CONTACT: AMY LONDON, RLA ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: PATRICK FILSON, PE SURVEYOR BARTON CHAPA SURVEYING 3601 NE LOOP 820 FORT WORTH, TX 76137 PH: 817-864-1957 CONTACT: JACK BARTON, RPLS SITE PLAN NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. GRAPHIC SCALE FEET08040 SCALE: 1" = 40' Know what's below. before you dig.Call R PROPOSED SIGN FIRE LANE STRIPING PROPOSED FIRE HYDRANT PROPOSED SANITARY MANHOLE ACCESSIBLE ROUTE PARKING COUNT PROPOSED FDC PROPERTY BOUNDARY PROPOSED FIRE LANE PAVEMENT PROPOSED PAVEMENT PAVEMENT BY OTHERS EXISTING PAVEMENT FH FIRELANE 10 SS FEMA 100-YEAR FLOOD PLAIN NOTE THIS PROPERTY LIES IN ZONE "X" AND DOES NOT LOCATE WITHIN ANY PRESENTLY ESTABLISHED 100-YEAR FLOOD PLAIN, AS SHOWN BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP FOR THE CITY OF COPPELL IN DALLAS COUNTY, COMMUNITY PANEL NUMBER 48113C0165K, EFFECTIVE DATE 7/7/2014 PD CONDITIONS: 1.SETBACKS AS SHOWN. 2.LANDSCAPE AS SHOWN IN THE LANDSCAPE PLAN 32 SS SSSSSSSS SS SS EX SS EX SS EX SS EX SSEX SSEX SSEX SSEX SSEX SSEX SSEX SSEX SSEX SSEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFHFH FH T EX WTREX WTREX WTRFH FH FH WWWWWWWWWW WSIDEWALKEASEMENTN89°29'25"E 309.35'S0°31'14"E200.66'S0°30'31"E316.12'N89°29'25"E 265.64' N44°29'25"E 21.22'N0°30'35"W146.88'N0°30'35"W256.88'N0°30'35"W84.09'N89°29'25"E 30.01' EAST DIVIDEND DRIVE (90' ROW, DOC.# 200900100537, O.P.R.D.C.T.)PRIVATE 24' FIRELANE, DRAINAGE, & UTILITY EASEMENT24' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT24' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 30' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 26' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENTPRIVATE 20' UTILITY EASEMENTEXISTING 30' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)EXISTING 30' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)N89°28'46"E 235.96'S0°31'14"E98.18'S89°28'46"W 205.42' S89°28'43"W 414.61' N89°27'53"E 71.84' N89°28'46"E 40.71' S0°31'14"E 21.17' S44°12'40"E 32.07' Δ=17°24'08" R=200.00', L=60.75' CB=S8°58'49"W CD=60.51' S0°31'39"E 24.95' S89°29'48"W 160.99' S0°30'31"E 193.93' N89°29'24"E 384.55' S0°30'34"E 55.66'S0°31'30"E140.06'S0°31'30"E 140.06'S0°31'14"E249.00'S89°28'22"W 235.97' Δ=14°50'06" R=150.00', L=38.84' CB=N83°06'36"W CD=38.73' S89°28'21"W 71.81' Δ=14°50'06" R=150.00', L=38.84' CB=N83°06'36"W CD=38.73' S89°28'22"W 235.97' N89°29'38"E 193.51' PROPOSE LOT 2.464 ACRES PROPOSE LOT 0.883 ACRES0+001+002+003+004+005+006+00EX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX SSEX SSICVICV ICV ICV LP ICV FH FH FH GUY TPED SD RIM=525.9' SD RIM=527.9' SD RIM=526.7' SD RIM=528.5' ALUM. MONUMENT SS SD RIM=525.9' SD RIM=527.9' SD RIM=526.7' SD RIM=528.5' TSP EX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTR EX WTR EX WTR EX WTR EX WTR ONLY ONLY ONLY 526526 526 526 526 526 526 526526526527527527527527 5 2 7 528528528528528 52 3 523 524523524526527528 529 529529529 526527 528 529 528528529528529529 529 529 529529529 531526526 526 526 527 527 528528529 527 528 5265275275285295295265275 2 8 52 9 5 2 3 5 2 4 521 521 522 522 523 523 524 52252252352352452452652652652 6 5275 2 6 526 527527527 5275275235235245245265275265 3 0 5305 3 0 525525 5255255 2 5 525525525525 520 520 525525525525530 530 MAG S. BAY MAG S. BAY MAG S. BAY TOWNEPLACE SUITESBY MARRIOTTTOTAL ROOM: ± 131GUESTROOMS±17,000 SF BUILDING713 6116 85 53 12121213108FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEPROPOSED BUILDING±6,250 SF OF RETAIL13108 3 1199.5'2.4' 26.0' FIRE LANE PAVEMENT 18.0' 26.0' FIRE LANE PAVEMENT 18.0' 18.0' 4.5'18.0'12.0'12.0'18.0'9.0'5.0'18.0'18.0'5.5'5.0'9.0'18.0'18.0'18.0'24.0'9.0'9.0'9.0'9.0'18.0'40.0'9.0'18.0' 18.0'9.0'9.0'9.0'R10'R10' R6' 28.0' 12.0' 12.4'38.3'9.0'9.0'9.0'18.0' 18.0'12.0' 52.7'30.8'24.0'18.0'9.0' 9.0' PROPOSED SITE BY OTHERS ZONING: PD-301R5-HCPROPOSED PARKING BYOTHERSPROPOSED PARKING BYOTHERSPROPOSED PARKING BY OTHERS PROPOSED PARKING BYOTHERSFIRELANE BY OTHERSFIRELANE BY OTHERSFIRELANE BY OTHERSFIRELANE BY OTHERS PROPOSED DRIVEWAY PAVEMENT PROPOSED DRIVEWAY PAVEMENTPROPOSED DRIVEWAYPAVEMENTR10' SIDEWALK BY OTHERS 26'' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 10.5'23.6'18.0'6.0' 20.0'30.0'20' SETBACK30' SETBACK PROP. 8' MASONRY DUMPSTER ENCLOSURE (REF: ARCHITECTURAL PLAN) PROP. ADA PARKING (TYP.) PROP. FIRE HYDRANT(TYP.) PROP. REMOTE FDC (TYP.)9.0'R 10'9.0'9.0'9.0'18.0'18.0'24.0'9.0'18.0'13.8'9.0' PROP. DRIVEWAY CONNECTION LOT 1, BLOCK A 1.237 ACRES 53,878 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HC LOT 2, BLOCK A 1.114 ACRES 48,541 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HC LOT 3, BLOCK A 1.918 ACRES 83,535 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HCPAVEMENT BY OTHERSAPPROXIMATELY 227.0' DRIVEWAY SPACING APPROXIMATELY±567.0' FROM NEAREST INTERSECTION ± 109.0' TO THE EXISTING DRIVEWAY POOL AREAMAIN ENTRANCE30.0'12.0'PROP.LOADING ZONE PROP. 12" WATER MAINEXISTING 30'' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)SIDEWALKEASEMENT24' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT PRIVATE 24' FIRELANE, DRAINAGE, & UTILITY EASEMENT30'' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 24'' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENTEXISTING 30'' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)PROPOSED LOT 2.464 ACRES LOT 6R2 0.883 ACRES R10' R 15'R 1 5 'R10 'R4'R30'R30'R10' EAST DIVIDEND DRIVE (90' ROW, DOC.# 200900100537, O.P.R.D.C.T.)BELT LINE ROAD(120' ROW, VOL.4499, PAGE 159,, D.R.D.C.T.)EX. CONTOUR PROP. LIGHT POLE (TYP.) (REF: ELECTRICAL PLAN) 18.0'24.0' IRRIGATION NOTE LANDSCAPE PLAN L1.00 6/11/25 KEY SHRUBS GROUNDCOVER TREES LANDSCAPE PLAN TOWNEPLACE SUITES 3.347 ACRES LOT 7R2, BLOCK A VICTORY AT COPPELL ADDITION (DOC. NO. 202400229366) CITY OF COPPELL, DALLAS COUNTY, TEXAS PREPARATION DATE: 8/6/2024 OWNER/APPLICANT VICTORY REAL ESTATE GROUP 2911 TURTLE CREEK BLVD, SUITE 700 DALLAS, TX 75219 PH: 469-646-6184 CONTACT: BMENDOZA@VG-RE.COM LANDSCAPE ARCHITECT LONDON LANDSCAPES P.O. BOX 28 COLLINSVILLE, TEXAS 76233 PH: 972-800-0676 CONTACT: AMY LONDON, RLA ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: PATRICK FILSON, PE SURVEYOR BARTON CHAPA SURVEYING 3601 NE LOOP 820 FORT WORTH, TX 76137 PH: 817-864-1957 CONTACT: JACK BARTON, RPLS GRAPHIC SCALE FEET08040 SCALE: 1" = 40' Know what's below. before you dig.Call R SHEET:REV:DATE:DESCRIPTION:TOWNEPLACESUITESLOT 7R2CITY OF COPPELLDALLAS COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: T6A25001 2911 TURTLE CREEK BLVD, STE 700 DALLAS, TX 75219 972-707-9555 P.O.BOX 28 COLLINSVILLE, TEXAS 76233 PHONE: 972-800-0676 LANDSCAPE REQUIREMENTS LOT 7R2 ZONING PD-301R6-HC USE HOTEL BUILDING AREA BY USE 17,274 SF GROSS TOTAL FLOOR AREA 73,346 SF LANDSCAPE AREA REQUIRED (30%)27,099 SF LANDSCAPE AREA PROVIDED 19,802 SF (22%) NON VEHICULAR OPEN SPACE REQUIRED (15%)4,064 SF NON VEHICULAR OPEN SPACE PROVIDED 6,609 SF (24%) NON VEHICULAR OPEN SPACE TREES REQUIRED 1 TREE / 2500 SF 2 NON VEHICULAR OPEN SPACE TREES PROVIDED 2 PERIMETER LANDSCAPING REQUIRED 7,228 SF PERIMETER LANDSCAPING PROVIDED 7,229 SF PERIMETER TREES REQUIRED (1/50 LF)516.78 LF / 50 = 13 PERIMETER TREES PROVIDED 15 INTERIOR LANDSCAPE AREA REQUIRED (10% GROSS LA)2,710 SF INTERIOR LANDSCAPE AREA PROVIDED 5,584 SF (21%) INTERIOR TREES REQUIRED (1 / 400 SF) (1 / LANDSCAPE ISLAND)7 INTERIOR TREES PROVIDED 20 33 SS SSSSSSSS SS SS EX SS EX SS EX SS EX SSEX SSEX SSEX SSEX SSEX SSEX SSEX SSEX SSEX SSEX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTRFHFH FH T EX WTREX WTREX WTRFH FH FH WWWWWWWWWW WSIDEWALKEASEMENTN89°29'25"E 309.35'S0°31'14"E200.66'S0°30'31"E316.12'N89°29'25"E 265.64' N44°29'25"E 21.22'N0°30'35"W146.88'N0°30'35"W256.88'N0°30'35"W84.09'N89°29'25"E 30.01' EAST DIVIDEND DRIVE (90' ROW, DOC.# 200900100537, O.P.R.D.C.T.)PRIVATE 24' FIRELANE, DRAINAGE, & UTILITY EASEMENT24' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT24' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 30' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 26' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENTPRIVATE 20' UTILITY EASEMENTEXISTING 30' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)EXISTING 30' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)N89°28'46"E 235.96'S0°31'14"E98.18'S89°28'46"W 205.42' S89°28'43"W 414.61' N89°27'53"E 71.84' N89°28'46"E 40.71' S0°31'14"E 21.17' S44°12'40"E 32.07' Δ=17°24'08" R=200.00', L=60.75' CB=S8°58'49"W CD=60.51' S0°31'39"E 24.95' S89°29'48"W 160.99' S0°30'31"E 193.93' N89°29'24"E 384.55' S0°30'34"E 55.66'S0°31'30"E140.06'S0°31'30"E 140.06'S0°31'14"E249.00'S89°28'22"W 235.97' Δ=14°50'06" R=150.00', L=38.84' CB=N83°06'36"W CD=38.73' S89°28'21"W 71.81' Δ=14°50'06" R=150.00', L=38.84' CB=N83°06'36"W CD=38.73' S89°28'22"W 235.97' N89°29'38"E 193.51' PROPOSE LOT 2.464 ACRES PROPOSE LOT 0.883 ACRES0+001+002+003+004+005+006+00EX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX OHEEX SSEX SSICVICV ICV ICV LP ICV FH FH FH GUY TPED SD RIM=525.9' SD RIM=527.9' SD RIM=526.7' SD RIM=528.5' ALUM. MONUMENT SS SD RIM=525.9' SD RIM=527.9' SD RIM=526.7' SD RIM=528.5' TSP EX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTREX WTR EX WTR EX WTR EX WTR EX WTR ONLY ONLY ONLY 526526 526 526 526 526 526 526526526527527527527527 5 2 7 528528528528528 52 3 523 524523524526527528 529 529529529 526527 528 529 528528529528529529 529 529 529529529 531526526 526 526 527 527 528528529 527 528 5265275275285295295265275 2 8 52 9 5 2 3 5 2 4 521 521 522 522 523 523 524 52252252352352452452652652652 6 5275 2 6 526 527527527 5275275235235245245265275265 3 0 5305 3 0 525525 5255255 2 5 525525525525 520 520 525525525525530 530 MAG S. BAY MAG S. BAY MAG S. BAY TOWNEPLACE SUITESBY MARRIOTTTOTAL ROOM: ± 131GUESTROOMS±17,000 SF BUILDING713 6116 85 53 12121213108FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEPROPOSED BUILDING±6,250 SF OF RETAIL13108 3 1199.5'2.4' 26.0' FIRE LANE PAVEMENT 18.0' 26.0' FIRE LANE PAVEMENT 18.0' 18.0' 4.5'18.0'12.0'12.0'18.0'9.0'5.0'18.0'18.0'5.5'5.0'9.0'18.0'18.0'18.0'24.0'9.0'9.0'9.0'9.0'18.0'40.0'9.0'18.0' 18.0'9.0'9.0'9.0'R10'R10' R6' 28.0' 12.0' 12.4'38.3'9.0'9.0'9.0'18.0' 18.0'12.0' 52.7'30.8'24.0'18.0'9.0' 9.0' PROPOSED SITE BY OTHERS ZONING: PD-301R5-HCPROPOSED PARKING BYOTHERSPROPOSED PARKING BYOTHERSPROPOSED PARKING BY OTHERS PROPOSED PARKING BYOTHERSFIRELANE BY OTHERSFIRELANE BY OTHERSFIRELANE BY OTHERSFIRELANE BY OTHERS PROPOSED DRIVEWAY PAVEMENT PROPOSED DRIVEWAY PAVEMENTPROPOSED DRIVEWAYPAVEMENTR10' SIDEWALK BY OTHERS 26'' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 10.5'23.6'18.0'6.0' 20.0'30.0'20' SETBACK30' SETBACK PROP. 8' MASONRY DUMPSTER ENCLOSURE (REF: ARCHITECTURAL PLAN) PROP. ADA PARKING (TYP.) PROP. FIRE HYDRANT(TYP.) PROP. REMOTE FDC (TYP.)9.0'R 10'9.0'9.0'9.0'18.0'18.0'24.0'9.0'18.0'13.8'9.0' PROP. DRIVEWAY CONNECTION LOT 1, BLOCK A 1.237 ACRES 53,878 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HC LOT 2, BLOCK A 1.114 ACRES 48,541 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HC LOT 3, BLOCK A 1.918 ACRES 83,535 SF VICTORY AT COPPELL ADDITION ABSTRACT #1521 CITY OF COPPELL, DALLAS COUNTY, TEXAS ZONING-HCPAVEMENT BY OTHERSAPPROXIMATELY 227.0' DRIVEWAY SPACING APPROXIMATELY±567.0' FROM NEAREST INTERSECTION ± 109.0' TO THE EXISTING DRIVEWAY POOL AREAMAIN ENTRANCE30.0'12.0'PROP.LOADING ZONE PROP. 12" WATER MAINEXISTING 30'' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)SIDEWALKEASEMENT24' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT PRIVATE 24' FIRELANE, DRAINAGE, & UTILITY EASEMENT30'' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENT 24'' FIRELANE, MUTUAL ACCESS, PRIVATE DRAINAGE, & UTILITY EASEMENTEXISTING 30'' DRAINAGE & UTILITY EASEMENT (DOC NO. 201600170338, O.P.R.D.C.T.)PROPOSED LOT 2.464 ACRES LOT 6R2 0.883 ACRES R10' R 15'R 1 5 'R10 'R4'R30'R30'R10' EAST DIVIDEND DRIVE (90' ROW, DOC.# 200900100537, O.P.R.D.C.T.)BELT LINE ROAD(120' ROW, VOL.4499, PAGE 159,, D.R.D.C.T.)EX. CONTOUR PROP. LIGHT POLE (TYP.) (REF: ELECTRICAL PLAN) 18.0'24.0' IRRIGATION NOTE LANDSCAPE PLAN L1.00 6/11/25 LANDSCAPE PLAN TOWNEPLACE SUITES 3.347 ACRES LOT 7R2, BLOCK A VICTORY AT COPPELL ADDITION (DOC. NO. 202400229366) CITY OF COPPELL, DALLAS COUNTY, TEXAS PREPARATION DATE: 8/6/2024 OWNER/APPLICANT VICTORY REAL ESTATE GROUP 2911 TURTLE CREEK BLVD, SUITE 700 DALLAS, TX 75219 PH: 469-646-6184 CONTACT: BMENDOZA@VG-RE.COM LANDSCAPE ARCHITECT LONDON LANDSCAPES P.O. BOX 28 COLLINSVILLE, TEXAS 76233 PH: 972-800-0676 CONTACT: AMY LONDON, RLA ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: PATRICK FILSON, PE SURVEYOR BARTON CHAPA SURVEYING 3601 NE LOOP 820 FORT WORTH, TX 76137 PH: 817-864-1957 CONTACT: JACK BARTON, RPLS GRAPHIC SCALE FEET08040 SCALE: 1" = 40' Know what's below. before you dig.Call R SHEET:REV:DATE:DESCRIPTION:TOWNEPLACESUITESLOT 7R2CITY OF COPPELLDALLAS COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: T6A25001 2911 TURTLE CREEK BLVD, STE 700 DALLAS, TX 75219 972-707-9555 P.O.BOX 28 COLLINSVILLE, TEXAS 76233 PHONE: 972-800-0676 LANDSCAPE AREA KEY KEY SHRUBS GROUNDCOVER TREES LANDSCAPE REQUIREMENTS LOT 7R2 ZONING PD-301R6-HC USE HOTEL BUILDING AREA BY USE 17,274 SF GROSS TOTAL FLOOR AREA 73,346 SF LANDSCAPE AREA REQUIRED (30%)27,099 SF LANDSCAPE AREA PROVIDED 19,802 SF (22%) NON VEHICULAR OPEN SPACE REQUIRED (15%)4,064 SF NON VEHICULAR OPEN SPACE PROVIDED 6,609 SF (24%) NON VEHICULAR OPEN SPACE TREES REQUIRED 1 TREE / 2500 SF 2 NON VEHICULAR OPEN SPACE TREES PROVIDED 2 PERIMETER LANDSCAPING REQUIRED 7,228 SF PERIMETER LANDSCAPING PROVIDED 7,229 SF PERIMETER TREES REQUIRED (1/50 LF)516.78 LF / 50 = 13 PERIMETER TREES PROVIDED 15 INTERIOR LANDSCAPE AREA REQUIRED (10% GROSS LA)2,710 SF INTERIOR LANDSCAPE AREA PROVIDED 5,584 SF (21%) INTERIOR TREES REQUIRED (1 / 400 SF) (1 / LANDSCAPE ISLAND)7 INTERIOR TREES PROVIDED 20 34 LANDSCAPE DETAILS L1.01 ’ “” ” ” ’’ ’ LANDSCAPE NOTES C A E D B 5/20/25 SHEET:REV:DATE:DESCRIPTION:TOWNEPLACESUITESLOT 6R & 7RCITY OF COPPELLDALLAS COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: T6A25001 2911 TURTLE CREEK BLVD, STE 700 DALLAS, TX 75219 972-707-9555 P.O.BOX 28 COLLINSVILLE, TEXAS 76233 PHONE: 972-800-0676 35 GENERAL FLOOR PLAN NOTES 1. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THESE NOTES AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION. 2. REFER TO A8.00 FOR PARTITION TYPES 3. REFER TO SHEET A15.00 FOR DOOR SCHEDULES, DOOR FRAMES AND DOOR TYPES 4. REFER TO G SERIES SHEETS FOR CODE REFERENCES, CODE COMPLIANCE PLANS, PENETRATION DETAILS AND ACCESSIBILITY INFORMATION. 5. PROVIDE ACCESSIBLE GUEST ROOMS PER THE TEXAS ACCESSIBILITY STANDARDS. REFER TO G SERIES SHEETS FOR ADDITIONAL INFORMATION. 6. ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE, MASONRY OR TO THE GRID LINE, UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL FOR SLAB DIMENSIONS. 7. ALL GRID LOCATIONS AND GRID DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 8. ALL MISCELLANEOUS SUPPORT STEEL EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED AND COATED WITH A HIGH-PERFORMANCE COATING, UNLESS NOTED OTHERWISE. 9. PROVIDE AUTOMATIC FIRE SUPPRESSION SYSTEM FOR ENTIRE BUILDING PER NFPA 13. SYSTEM SHALL BE UNDER SEPARATE PERMIT. COORDINATE WITH CERTIFIED FIRE SPRINKLER CONTRACTOR. 10. ALL STRUCTURAL STEEL COLUMNS AND BEAMS REQUIRED TO BE PROTECTED TO MEET A FIRE RATING SHALL BE INDIVIDUALLY PROTECTED PRIOR TO INSTALLATION OF ADJACENT PARTITIONS, WALLS, CEILINGS OR ROOF FRAMING. 11. FURNITURE, FIXTURES AND EQUIPMENT (FFE) ARE TO BE COORDINATED WITH OWNER. CONTRACTOR TO PROVIDE RESPONSIBILITY MATRIX TO ENSURE ALL ELEMENTS ARE ACCOUNTED FOR. 12. PROVIDE NECESSARY BLOCKING FOR SURFACE MOUNTED FIXTURES, ACCESSORIES, AND EQUIPMENT. 13. FINISHES SHALL MEET PROPER FLAME SPREAD AND SMOKE SPREAD, 2015 IFC, SECTION 803. 14. CAULK CONTINUOUSLY AT PERIMETER OF DOOR AND WINDOW FRAMES. CAULK AFTER WALL COVERING IS INSTALLED. 15. REFER TO MOUNTING HEIGHT SCHEDULE FOR TOILET AND BATH ACCESSORIES IN ALL BATHROOMS. 16. SIGNAGE IS OWNER PROVIDED. SIGNAGE SHALL MEET BUILDING CODE REQUIREMENTS AND ANSI A117.1 REQUIREMENTS FOR ACCESSIBILITY. 17. PROVIDE TACTILE EXIT SIGNS AT EXIT DOOR LOCATIONS. SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1. AT STOREFRONT LOCATION, PROVIDE TACTILE SIGN THAT FITS WITHIN THE STOREFRONT MULLION FRAME WIDTH. MOUNT BOTTOM OF CHARACTERS AT 48”MIN. AND 60”MAX. ABOVE FINISH FLOOR. 18. PROVIDE TACTILE SIGNAGE OUTSIDE THE TOILET ROOM PER 1110.1 AND ICC/ANSI A117.1. MOUNT BOTTOM OF CHARACTERS AT 48" MIN. AND 60" MAX ABOVE FLOOR. 19. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNERS IN KITCHEN, LAUNDRY ROOMS, STORAGE, MAINTENANCE AND BACK-OF-HOUSE CORRIDORS. PROVIDE PLASTIC CORNER GUARDS AT ALL OUTSIDE CORNERS IN BACK-OF-HOUSE WORK ROOMS AND OFFICES. REFERENCE SPECIFICATION SECTION 102600 FOR TYPES AND HEIGHTS OF CORNER GUARD. ALL OUTSIDE CORNERS AT BACK-OF-HOUSE AREAS ARE TO HAVE CORNER GUARDS. REFER TO INTERIOR DESIGN DRAWING FOR CORNER GUARDS AT PUBLIC AREAS TO BE PROVIDED BY GC. 20. ALL WALL OUTLETS ON ELEVATIONS ARE DIMENSIONED TO CENTER LINE, UNLESS NOTED OTHERWISE. 21. ALL DEVICES ADJACENT TO WET AREAS SHALL BE GFCI PER NEC REQUIREMENTS. 22. ALL WOOD BLOCKING AND PLYWOOD IN EXTERIOR WALLS, PARAPETS, AND ROOF CONSTRUCTION SHALL BE EXTERIOR (PRESSURE) AND FIRE RETARDANT-TREATED (FRTW). ALL INTERIOR PLYWOOD SHALL BE FIRE RETARDANT-TREATED (FRTW). ONLY INTERIOR MISCELLANEOUS WOOD BLOCKING SHALL BE ALLOWED TO BE NON FIRE-RETARDANT TREATED AND INTERIOR WOOD BLOCKING ADJACENT TO CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 23. WHERE MECHANICAL AND ELECTRICAL DEVICES AND PARTS ARE CONCEALED AND REQUIRE ACCESS, PROVIDE ACCESS DOORS AND FRAMES PER SPECIFICATIONS. FIRE RATED ASSEMBLIES SHALL BE MAINTAINED. 24. TYPICAL AT EXPOSED SIDES OF CONCRETE COLUMNS UNLESS OTHERWISE NOTED -PROVIDE 5/8" GYPSUM BOARD OVER 1 1/2" METAL STUDS AT 16" O.C. AND EXTEND ABOVE CEILING. 25. ALL GYPSUM BD. FINISH FACES OF DIFFERING SUBSTRATES (i.e. 1 1/2" MTL. FURRING ADJACENT TO 3 5/8" METAL STUDS) SHALL ALIGN. 26. REFER TO A9 SHEETS FOR ENLARGED GUESTROOM INFORMATION. 27. FINAL ROOM NAMES AND SIGNAGE SHALL BE CONFIRMED BY OWNER PRIOR TO PURCHASE AND INSTALLATION. 6 KEYNOTE TAG -REFENCE KEYNOTE SCHEDULE GENERAL FLOOR PLAN SYMBOLS 101 DOOR TAG -REFENCE DOOR SCHEDULE A15.00 SF-00 STORFRONT TAG -REFERENCE WINDOW SCHEDULE A16.00 A WINDOW TAG -REFERENCE WINDOW SCHEDULE A16.00 1i 1hr PARTITION TAG -REFERENCE PARTITION SCHEDULE A8.00 ROOM HEARING IMPAIRED SYMBOL ROOM ADA SYMBOL CARD READER FIRE EXTINGUISHER CR FE A5.02 1 A5.02 2 A5.01 2 A5.011 A18.00 2 ROOM MATRIX GUESTROOMS KING STUDIO 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 5 15 KING STUDIO ACC 1 4 11 0 1 12 01 2 11 TOTAL 30 KING 1 BEDROOM DOUBLE QUEEN DOUBLE QUEEN ACC 1 0 KING ACC 1 BEDROOM TOTALS 66 9 49 3 3 131 1 00 0 0 1 3011 15 16 15 10 2 2 2 11 11 3030 COMMUNICATION FEATURES 2 4 22 2 12 LEGAL DESCRIPTION 1: JOHN L WHITMAN ABST 1521 PG 050 LEGAL DESCRIPTION 2: TR 9 ACREAGE = 2.464 ACRES CITY OF COPPELL DALLAS COUNTY, TEXAS 75019 OWNER SWH COPPELL, LLC - PHONE - PREPARED BY: TYPE-SIX DESIGN AND DEVELOPMENT PROJECT CONTACT: CONNOR WALKER, AIA 920 SOUTH MAIN STREET, SUITE 150 GRAPEVINE, TEXAS 76051 TPS HOTEL -BY MARRIOTT SUBMITTAL DATE: 19 MAY 2025 SITE SITE LOCATION SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE-SIX DEVELOPMENT SERVICES, LLC TYPE-SIX SHEET NAME THIS DOCUMENT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE - 26067 910 SOUTH MAIN STREET #150 GRAPEVINE, TEXAS 76054 972.677.9075 6 /1 0 /2 0 2 5 4 :5 8 :1 0 P M A1.01 01 DIMENSION PLANSWH COPPELL, LLCTOWNPLACE SUITES COPPELL19 MAY 2025 PROJECT # 25009EAST DIVIDEND DRCOPPELL, TX 750191/8" = 1'-0"1 01 LEVEL - DIMENSION PLAN # Revision Date 1 36 ENGINEER 382 ELEVATOR LOBBY 372 LINEN 392 ALR-030 ALR-030 ALR-030 ALR-030 ALR-030ALR-030ALR-030ALR-030DN UP DNUPDOWN KONEMONOSPACE 300 3500#KONEMONOSPACE 300 3500#STUDIO QQ - END - C 200 STUDIO QQ - END - C 201 KING ONE BEDROOM 202 STUDIO KING 204 STUDIO KING 205 KING ONE BEDROOM 203 208 210 207 STUDIO QQ-CTR-A STUDIO QQ-CTR-A STUDIO QQ-CTR-A 206 STUDIO KING STUDIO KING 212 214 STUDIO KING 216 STUDIO KING ADA STUDIO KING 221SHAFT209 STUDIO KING 211 STUDIO KING 213 STUDIO KING 215 STUDIO QQ-CTR-A HYDRATION STATION ADA STUDIO QQ ROLL-IN 219 217 STUDIO QQ-CTR-A 223 STUDIO QQ-CTR-A 225 STUDIO QQ-CTR-A 227 STUDIO QQ-CTR-A 229 STUDIO QQ-CTR-A 230 STUDIO KING 232 STUDIO KING 234 STUDIO KING 231 STUDIO KING 233 STUDIO KING STUDIO KING STAIR 01 STAIR 02 FDGFI48" A.F.F.JJ8'-0"J8'-0"8'-0"WATERCLOSETUSBALR-031USB +USB WAP MX-400X-400ALJ-053TPTC-001PTC-005TV GFI48" A.F.F.JJ8'-0"J8'-0"8'-0"WATERCLOSETUSBALR-031USB+USBWAPMX-400X-400ALJ-053TPTC-001PTC-005TVGFI 48" A.F.F. STUDIO Q/Q END C - REFER TO 532 OCC DESK 8'-0" 8'-0" WATER CLOSET TUB TUB ALR-031 J J 8'-0" 8'-0" ALR-029 ALO-007 TV, DRESSER, & HEADBOARD ROOM ROOM WAPX-400 ALJ-053 X-404 T PTC-001 PTC-005 PTC-001 PTC-001 T USB USB USBTVTV GFI48" A.F.F.STUDIO Q/Q END C -REFER TO 532OCCDESK8'-0"8'-0"WATERCLOSETTUBTUBALR-031JJ8'-0"8'-0"ALR-029ALO-007TV, DRESSER,& HEADBOARDROOMROOMWAPX-400ALJ-053X-404TPTC-001PTC-005PTC-001PTC-001TUSBUSBUSBTVTVTJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USBT J J J J 8'-0" 8'-0" 8'-0" M WAP USB X-400 ALJ-053 TV PTC-001 PTC-005 PTC-001 +USBJGFI48" A.F.F.JJ8'-0"8'-0"8'-0"8'-0"WATERCLOSETUSBUSBUSBALR-031ALR-031MTVWAPX-400ALJ-053PTC-005PTC-001PTC-001TJGFI48" A.F.F.JJ8'-0"8'-0"8'-0"8'-0"WATERCLOSETUSBUSBUSBALR-031ALR-031MTVWAPX-400ALJ-053PTC-005PTC-001PTC-001TTJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USBT J J J J 8'-0" 8'-0" 8'-0" M WAP USB X-400 ALJ-053 TV PTC-001 PTC-005 PTC-001 +USBTJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USBTJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USBFS VS FS T J J J 8'-0" 8'-0" 8'-0" J USB USB GFI WAPALR-031 X-400 ALJ-053TVT J J J J 8'-0" 8'-0" 8'-0" M WAP USB X-400 ALJ-053 TV PTC-001 PTC-005 PTC-001 +USBT J J J J 8'-0" 8'-0" 8'-0" M WAP USB X-400 ALJ-053 TV PTC-001 PTC-005 PTC-001 +USBT J J J J 8'-0" 8'-0" 8'-0" M WAP USB X-400 ALJ-053 TV PTC-001 PTC-005 PTC-001 +USBJ GFI 48" A.F.F. J J 8'-0" 8'-0" 8'-0" 8'-0" WATER CLOSET USB USB USB ALR-031 ALR-031 M TVWAPX-400 ALJ-053PTC-005 PTC-001 PTC-001T J GFI 48" A.F.F. J J 8'-0" 8'-0" 8'-0" 8'-0" WATER CLOSET USB USB USB ALR-031 ALR-031 M TVWAPX-400 ALJ-053PTC-005 PTC-001 PTC-001 TJ GFI 48" A.F.F. J J 8'-0" 8'-0" 8'-0" 8'-0" WATER CLOSET USB USB USB ALR-031 ALR-031 M TVWAPX-400 ALJ-053PTC-005 PTC-001 PTC-001 TJ GFI 48" A.F.F. J J 8'-0" 8'-0" 8'-0" 8'-0" WATER CLOSET USB USB USB ALR-031 ALR-031 M TVWAPX-400 ALJ-053PTC-005 PTC-001 PTC-001T JGFI48" A.F.F.JJ8'-0"8'-0"8'-0"8'-0"WATERCLOSETUSBUSBUSBALR-031ALR-031MTVWAPX-400ALJ-053PTC-005PTC-001PTC-001TJGFI48" A.F.F.JJ8'-0"8'-0"8'-0"8'-0"WATERCLOSETUSBUSBUSBALR-031ALR-031MTV WAPX-400ALJ-053PTC-005PTC-001PTC-001TTJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USB TJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USBTJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USBTJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USBJGFI48" A.F.F.JJ8'-0"8'-0"8'-0"8'-0"WATERCLOSETUSBUSBUSBALR-031ALR-031MTVWAPX-400ALJ-053PTC-005PTC-001PTC-001TFSVS FST 8'-0" 8'-0" J ALR-031 WAPUSB J J J 8'-0"USB GFI 8'-0" X-400 TVTJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USBTJJJJ8'-0"8'-0"8'-0"MWAPUSBX-400ALJ-053TVPTC-001PTC-005PTC-001+USB GENERAL FLOOR PLAN NOTES 1. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THESE NOTES AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION. 2. REFER TO A8.00 FOR PARTITION TYPES 3. REFER TO SHEET A15.00 FOR DOOR SCHEDULES, DOOR FRAMES AND DOOR TYPES 4. REFER TO G SERIES SHEETS FOR CODE REFERENCES, CODE COMPLIANCE PLANS, PENETRATION DETAILS AND ACCESSIBILITY INFORMATION. 5. PROVIDE ACCESSIBLE GUEST ROOMS PER THE TEXAS ACCESSIBILITY STANDARDS. REFER TO G SERIES SHEETS FOR ADDITIONAL INFORMATION. 6. ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE, MASONRY OR TO THE GRID LINE, UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL FOR SLAB DIMENSIONS. 7. ALL GRID LOCATIONS AND GRID DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 8. ALL MISCELLANEOUS SUPPORT STEEL EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED AND COATED WITH A HIGH-PERFORMANCE COATING, UNLESS NOTED OTHERWISE. 9. PROVIDE AUTOMATIC FIRE SUPPRESSION SYSTEM FOR ENTIRE BUILDING PER NFPA 13. SYSTEM SHALL BE UNDER SEPARATE PERMIT. COORDINATE WITH CERTIFIED FIRE SPRINKLER CONTRACTOR. 10. ALL STRUCTURAL STEEL COLUMNS AND BEAMS REQUIRED TO BE PROTECTED TO MEET A FIRE RATING SHALL BE INDIVIDUALLY PROTECTED PRIOR TO INSTALLATION OF ADJACENT PARTITIONS, WALLS, CEILINGS OR ROOF FRAMING. 11. FURNITURE, FIXTURES AND EQUIPMENT (FFE) ARE TO BE COORDINATED WITH OWNER. CONTRACTOR TO PROVIDE RESPONSIBILITY MATRIX TO ENSURE ALL ELEMENTS ARE ACCOUNTED FOR. 12. PROVIDE NECESSARY BLOCKING FOR SURFACE MOUNTED FIXTURES, ACCESSORIES, AND EQUIPMENT. 13. FINISHES SHALL MEET PROPER FLAME SPREAD AND SMOKE SPREAD, 2015 IFC, SECTION 803. 14. CAULK CONTINUOUSLY AT PERIMETER OF DOOR AND WINDOW FRAMES. CAULK AFTER WALL COVERING IS INSTALLED. 15. REFER TO MOUNTING HEIGHT SCHEDULE FOR TOILET AND BATH ACCESSORIES IN ALL BATHROOMS. 16. SIGNAGE IS OWNER PROVIDED. SIGNAGE SHALL MEET BUILDING CODE REQUIREMENTS AND ANSI A117.1 REQUIREMENTS FOR ACCESSIBILITY. 17. PROVIDE TACTILE EXIT SIGNS AT EXIT DOOR LOCATIONS. SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1. AT STOREFRONT LOCATION, PROVIDE TACTILE SIGN THAT FITS WITHIN THE STOREFRONT MULLION FRAME WIDTH. MOUNT BOTTOM OF CHARACTERS AT 48”MIN. AND 60”MAX. ABOVE FINISH FLOOR. 18. PROVIDE TACTILE SIGNAGE OUTSIDE THE TOILET ROOM PER 1110.1 AND ICC/ANSI A117.1. MOUNT BOTTOM OF CHARACTERS AT 48" MIN. AND 60" MAX ABOVE FLOOR. 19. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNERS IN KITCHEN, LAUNDRY ROOMS, STORAGE, MAINTENANCE AND BACK-OF-HOUSE CORRIDORS. PROVIDE PLASTIC CORNER GUARDS AT ALL OUTSIDE CORNERS IN BACK-OF-HOUSE WORK ROOMS AND OFFICES. REFERENCE SPECIFICATION SECTION 102600 FOR TYPES AND HEIGHTS OF CORNER GUARD. ALL OUTSIDE CORNERS AT BACK-OF-HOUSE AREAS ARE TO HAVE CORNER GUARDS. REFER TO INTERIOR DESIGN DRAWING FOR CORNER GUARDS AT PUBLIC AREAS TO BE PROVIDED BY GC. 20. ALL WALL OUTLETS ON ELEVATIONS ARE DIMENSIONED TO CENTER LINE, UNLESS NOTED OTHERWISE. 21. ALL DEVICES ADJACENT TO WET AREAS SHALL BE GFCI PER NEC REQUIREMENTS. 22. ALL WOOD BLOCKING AND PLYWOOD IN EXTERIOR WALLS, PARAPETS, AND ROOF CONSTRUCTION SHALL BE EXTERIOR (PRESSURE) AND FIRE RETARDANT-TREATED (FRTW). ALL INTERIOR PLYWOOD SHALL BE FIRE RETARDANT-TREATED (FRTW). ONLY INTERIOR MISCELLANEOUS WOOD BLOCKING SHALL BE ALLOWED TO BE NON FIRE-RETARDANT TREATED AND INTERIOR WOOD BLOCKING ADJACENT TO CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 23. WHERE MECHANICAL AND ELECTRICAL DEVICES AND PARTS ARE CONCEALED AND REQUIRE ACCESS, PROVIDE ACCESS DOORS AND FRAMES PER SPECIFICATIONS. FIRE RATED ASSEMBLIES SHALL BE MAINTAINED. 24. TYPICAL AT EXPOSED SIDES OF CONCRETE COLUMNS UNLESS OTHERWISE NOTED -PROVIDE 5/8" GYPSUM BOARD OVER 1 1/2" METAL STUDS AT 16" O.C. AND EXTEND ABOVE CEILING. 25. ALL GYPSUM BD. FINISH FACES OF DIFFERING SUBSTRATES (i.e. 1 1/2" MTL. FURRING ADJACENT TO 3 5/8" METAL STUDS) SHALL ALIGN. 26. REFER TO A9 SHEETS FOR ENLARGED GUESTROOM INFORMATION. 27. FINAL ROOM NAMES AND SIGNAGE SHALL BE CONFIRMED BY OWNER PRIOR TO PURCHASE AND INSTALLATION. 6 KEYNOTE TAG -REFENCE KEYNOTE SCHEDULE GENERAL FLOOR PLAN SYMBOLS 101 DOOR TAG -REFENCE DOOR SCHEDULE A15.00 SF-00 STORFRONT TAG -REFERENCE WINDOW SCHEDULE A16.00 A WINDOW TAG -REFERENCE WINDOW SCHEDULE A16.00 1i 1hr PARTITION TAG -REFERENCE PARTITION SCHEDULE A8.00 ROOM HEARING IMPAIRED SYMBOL ROOM ADA SYMBOL CARD READER FIRE EXTINGUISHER CR FE A5.02 1 A5.02 2 A5.01 2 A5.011 A18.00 2 ROOM MATRIX GUESTROOMS KING STUDIO 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 5 15 KING STUDIO ACC 1 4 11 0 1 12 01 2 11 TOTAL 30 KING 1 BEDROOM DOUBLE QUEEN DOUBLE QUEEN ACC 1 0 KING ACC 1 BEDROOM TOTALS 66 9 49 3 3 131 1 00 0 0 1 3011 15 16 15 10 2 2 2 11 11 3030 COMMUNICATION FEATURES 2 4 22 2 12 LEGAL DESCRIPTION 1: JOHN L WHITMAN ABST 1521 PG 050 LEGAL DESCRIPTION 2: TR 9 ACREAGE = 2.464 ACRES CITY OF COPPELL DALLAS COUNTY, TEXAS 75019 OWNER SWH COPPELL, LLC - PHONE - PREPARED BY: TYPE-SIX DESIGN AND DEVELOPMENT PROJECT CONTACT: CONNOR WALKER, AIA 920 SOUTH MAIN STREET, SUITE 150 GRAPEVINE, TEXAS 76051 TPS HOTEL -BY MARRIOTT SUBMITTAL DATE: 19 MAY 2025 SITE SITE LOCATION SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE-SIX DEVELOPMENT SERVICES, LLC TYPE-SIX SHEET NAME THIS DOCUMENT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE - 26067 910 SOUTH MAIN STREET #150 GRAPEVINE, TEXAS 76054 972.677.9075 6 /1 0 /2 0 2 5 4 :5 8 :1 1 P M A1.02 02 DIMENSION PLANSWH COPPELL, LLCTOWNPLACE SUITES COPPELL19 MAY 2025 PROJECT # 25009EAST DIVIDEND DRCOPPELL, TX 75019# Revision Date 1 1/8" = 1'-0"1 02 LEVEL 37 01 LEVEL 0' -0" 02 LEVEL 14' -0" 03 LEVEL 25' -1 7/8" 04 LEVEL 36' -3 3/4" 05 LEVEL 47' -5 5/8" ROOF_LEVEL 58' -7 1/2" LOW PARAPET 60' -10 7/8" HIGH PARAPET 63' -10" TOWER 3 67' -11" TOWER 2 70' -10 3/4" TOWER 1 72' -6 3/4" SU-2SU-1SU-2 BR-1AP-1 GLSU-1 AP-1 AFAF 8'-8"64'-5"14'-9"30'-4" 34'-9" 118'-2" 48'-11" 01 LEVEL 0' -0" 02 LEVEL 14' -0" 03 LEVEL 25' -1 7/8" 04 LEVEL 36' -3 3/4" 05 LEVEL 47' -5 5/8" ROOF_LEVEL 58' -7 1/2" LOW PARAPET 60' -10 7/8" HIGH PARAPET 63' -10" TOWER 3 67' -11" TOWER 2 70' -10 3/4" TOWER 1 72' -6 3/4" SU-2 SU-2 SU-1 SU-2 SU-1 BR-1GLSF SU-2 SU-1AFAF AF SU-2 SU-1 STUCCO -"BENJAMIN MOORE WHITE DOVE" MATERIAL CALLOUTS ACME BRICK-"MANGANESE IRONSPOT"BR-1 SF STOREFRONT -BLACK ANODIZED AP-1 NICHIA FIBER BOARD-"IVORY" GL EXTERIOR WINDOWS: STOREFRONT WINDOW SYSTEM SU-2 STUCCO -"BENJAMIN MOORE GUNMETAL 1602" ADDITIONAL NOTES: • ALL SIGNAGE SUBJECT TO BUILDING INSPECTION DEPARTMENT APPROVAL. • MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE WI TH LOCAL CITY AND ZONING ORDINANCES. • UTILITY BOXES AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING COLOR • ROMAN SIZE, FACE BRICK, WITH 3/8" CONCAVE GROUT JOI NT- MORTAR TO BE MATCHED TO GROUT • CONTRACTOR TO ENSURE METAL PANELS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. • SIGN DESIGNED AND FABRICRATED BY APPROVED VENDOR TO MEET BRAND STANDARDS, FOR LOCATION ONLY • ALL UTILITY BOXES AND METERS SHALL BE PAINTED TO MATCH SURROUNDING BUILDING FACADE. • FINAL SIGN DESIGN TO BE DRAFTER BY THIRD PARTY CONTRACTOR TO ENSURE FINAL SIGN PACKAGE IS SUBMITTED APPROVED BY THE BRAND ELEVATION PRECENTAGES NORTH ELEVATION OVERALL 13,755 TOTAL SQ. FT. 2,045 SQ. FT. -GLAZING 9,710 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 0 SQ. FT. -NICHIA FIBER BOARD SIGNAGE -85 SF SOUTH ELEVATION OVERALL -13,543 TOTAL SQ. FT. 2,909 SQ. FT. -GLAZING 9,265 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 1,369 SQ. FT. -NICHIA FIBER BOARD SIGNAGE -85 SF EAST ELEVATION OVERALL -7,824 TOTAL SQ. FT. 1,011 SQ. FT. -GLAZING 6,647 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 166 SQ. FT. -NICHIA FIBER BOARD WEST ELEVATION OVERALL -7,966 TOTAL SQ. FT. 1,487 SQ. FT. -GLAZING 6,033 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 446 SQ. FT. -NICHIA FIBER BOARD SIGNAGE -85SF AF ALUMINUM PARAPET FLASHING TO MATCH STOREFRONT 2' - 0"31'-9 5/8" 15' - 2"1' - 4"1' - 3"19'-9"9'-9 25/32"2'-2 27/32" 2' - 7"1' - 2"11' - 6" 5" 4"4'-6 15/16"8'-0"5'-3"5'-8"5'-3"5'-8" 22'-3" 1'-2"1'-2" 16'-6"8'-0"24'-5"8'-0"8'-0"5'-8"3'-0"7'-10" 16'-6" SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE-SIX DEVELOPMENT SERVICES, LLC TYPE-SIX SHEET NAME THIS DOCUMENT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE - 26067 910 SOUTH MAIN STREET #150 GRAPEVINE, TEXAS 76054 972.677.9075 6 /1 0 /2 0 2 5 4 :5 8 :1 3 P M A5.01 BUILDING ELEVATIONSSWH COPPELL, LLCTOWNPLACE SUITES COPPELL19 MAY 2025 PROJECT # 25009EAST DIVIDEND DRCOPPELL, TX 750191/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION # Revision Date 3/8" = 1'-0"3 SIGNAGE DIMENSIONS EAST 1/4" = 1'-0"4 DUMPSTER GATE ELEVATION 1/4" = 1'-0"5 DUMPSTER SIDE ELEVATION 1/4" = 1'-0"6 DUMPSTER BACK ELEVATIONS 1/4" = 1'-0"7 DUMPSTER DOOR ELEVATION 38 01 LEVEL 0' -0" 02 LEVEL 14' -0" 03 LEVEL 25' -1 7/8" 04 LEVEL 36' -3 3/4" 05 LEVEL 47' -5 5/8" ROOF_LEVEL 58' -7 1/2" LOW PARAPET 60' -10 7/8" HIGH PARAPET 63' -10" TOWER 3 67' -11" TOWER 2 70' -10 3/4" TOWER 1 72' -6 3/4" SU-2SU-1AP-1SU-2SU-1 BR-1SU-1SU-2BR-1SU-1SU-2SU-1 AP-1 GL SFAF AFAFAF 210'-5" 13'-6"89'-10"45'-10"15'-4"45'-11" 01 LEVEL 0' -0" 02 LEVEL 14' -0" 03 LEVEL 25' -1 7/8" 04 LEVEL 36' -3 3/4" 05 LEVEL 47' -5 5/8" ROOF_LEVEL 58' -7 1/2" LOW PARAPET 60' -10 7/8" HIGH PARAPET 63' -10" TOWER 3 67' -11" TOWER 2 70' -10 3/4" TOWER 1 72' -6 3/4" SU-2 SU-1 SU-2 AP-1SU-1 GL SU-1SU-1AF AFAF 118'-2" 57'-2"42'-9"12'-1"6'-3" SU-1 STUCCO -"BENJAMIN MOORE WHITE DOVE" MATERIAL CALLOUTS ACME BRICK-"MANGANESE IRONSPOT"BR-1 SF STOREFRONT -BLACK ANODIZED AP-1 NICHIA FIBER BOARD-"IVORY" GL EXTERIOR WINDOWS: STOREFRONT WINDOW SYSTEM SU-2 STUCCO -"BENJAMIN MOORE GUNMETAL 1602" ADDITIONAL NOTES: • ALL SIGNAGE SUBJECT TO BUILDING INSPECTION DEPARTMENT APPROVAL. • MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE WI TH LOCAL CITY AND ZONING ORDINANCES. • UTILITY BOXES AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING COLOR • ROMAN SIZE, FACE BRICK, WITH 3/8" CONCAVE GROUT JOI NT- MORTAR TO BE MATCHED TO GROUT • CONTRACTOR TO ENSURE METAL PANELS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. • SIGN DESIGNED AND FABRICRATED BY APPROVED VENDOR TO MEET BRAND STANDARDS, FOR LOCATION ONLY • ALL UTILITY BOXES AND METERS SHALL BE PAINTED TO MATCH SURROUNDING BUILDING FACADE. • FINAL SIGN DESIGN TO BE DRAFTER BY THIRD PARTY CONTRACTOR TO ENSURE FINAL SIGN PACKAGE IS SUBMITTED APPROVED BY THE BRAND ELEVATION PRECENTAGES NORTH ELEVATION OVERALL 13,755 TOTAL SQ. FT. 2,045 SQ. FT. -GLAZING 9,710 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 0 SQ. FT. -NICHIA FIBER BOARD SIGNAGE -85 SF SOUTH ELEVATION OVERALL -13,543 TOTAL SQ. FT. 2,909 SQ. FT. -GLAZING 9,265 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 1,369 SQ. FT. -NICHIA FIBER BOARD SIGNAGE -85 SF EAST ELEVATION OVERALL -7,824 TOTAL SQ. FT. 1,011 SQ. FT. -GLAZING 6,647 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 166 SQ. FT. -NICHIA FIBER BOARD WEST ELEVATION OVERALL -7,966 TOTAL SQ. FT. 1,487 SQ. FT. -GLAZING 6,033 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 446 SQ. FT. -NICHIA FIBER BOARD SIGNAGE -85SF AF ALUMINUM PARAPET FLASHING TO MATCH STOREFRONT 2' - 0"31'-9 5/8" 15' - 2"1' - 4"1' - 3"19'-9"9'-9 25/32"2'-2 27/32" 2' - 7"1' - 2"11' - 6" 5" 4"4'-6 15/16"SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE-SIX DEVELOPMENT SERVICES, LLC TYPE-SIX SHEET NAME THIS DOCUMENT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE - 26067 910 SOUTH MAIN STREET #150 GRAPEVINE, TEXAS 76054 972.677.9075 6 /1 0 /2 0 2 5 4 :5 8 :1 6 P M A5.02 BUILDING ELEVATIONSSWH COPPELL, LLCTOWNPLACE SUITES COPPELL19 MAY 2025 PROJECT # 25009EAST DIVIDEND DRCOPPELL, TX 75019# Revision Date 1/8" = 1'-0"1 SOUTH ELEVATION_ 1/8" = 1'-0"2 WEST ELEVATION 3/8" = 1'-0"4 SIGNAGE DIMENSIONS_ NOTE: WHITE BACKLIT CHANNEL LETTERS PER BRAND SPECI FICATION MODEL# TPS CL 24; REF: TPS EXTERIOR SIGNAGE SPECIFICATIONS 39 SU-1 STUCCO -"BENJAMIN MOORE WHITE DOVE" MATERIAL CALLOUTS ACME BRICK-"MANGANESE IRONSPOT"BR-1 SF STOREFRONT -BLACK ANODIZED AP-1 NICHIA FIBER BOARD-"IVORY" GL EXTERIOR WINDOWS: STOREFRONT WINDOW SYSTEM SU-2 STUCCO -"BENJAMIN MOORE GUNMETAL 1602" ADDITIONAL NOTES: • ALL SIGNAGE SUBJECT TO BUILDING INSPECTION DEPARTMENT APPROVAL. • MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE WI TH LOCAL CITY AND ZONING ORDINANCES. • UTILITY BOXES AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING COLOR • ROMAN SIZE, FACE BRICK, WITH 3/8" CONCAVE GROUT JOI NT- MORTAR TO BE MATCHED TO GROUT • CONTRACTOR TO ENSURE METAL PANELS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. • SIGN DESIGNED AND FABRICRATED BY APPROVED VENDOR TO MEET BRAND STANDARDS, FOR LOCATION ONLY • ALL UTILITY BOXES AND METERS SHALL BE PAINTED TO MATCH SURROUNDING BUILDING FACADE. • FINAL SIGN DESIGN TO BE DRAFTER BY THIRD PARTY CONTRACTOR TO ENSURE FINAL SIGN PACKAGE IS SUBMITTED APPROVED BY THE BRAND ELEVATION PRECENTAGES NORTH ELEVATION OVERALL 13,755 TOTAL SQ. FT. 2,045 SQ. FT. -GLAZING 9,710 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 0 SQ. FT. -NICHIA FIBER BOARD SIGNAGE -85 SF SOUTH ELEVATION OVERALL -13,543 TOTAL SQ. FT. 2,909 SQ. FT. -GLAZING 9,265 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 1,369 SQ. FT. -NICHIA FIBER BOARD SIGNAGE -85 SF EAST ELEVATION OVERALL -7,824 TOTAL SQ. FT. 1,011 SQ. FT. -GLAZING 6,647 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 166 SQ. FT. -NICHIA FIBER BOARD WEST ELEVATION OVERALL -7,966 TOTAL SQ. FT. 1,487 SQ. FT. -GLAZING 6,033 SQ. FT. -MASONRY MATERIALS • STUCCO • BRICK 446 SQ. FT. -NICHIA FIBER BOARD SIGNAGE -85SF AF ALUMINUM PARAPET FLASHING TO MATCH STOREFRONT ENDICOTT MANGANESE IRONSPOT BR-1 NICHIA FIBER BOARD IVORY AP-1 BLACK ANODIZED ALUMINUM AF/SF BENJAMIN MOORE SU-2 BENJAMIN MOORE SU-1 01 LEVEL 0' -0" 02 LEVEL 14' -0" 03 LEVEL 25' -1 7/8" 04 LEVEL 36' -3 3/4" 05 LEVEL 47' -5 5/8" ROOF_LEVEL 58' -7 1/2" LOW PARAPET 60' -10 7/8" HIGH PARAPET 63' -10" TOWER 3 67' -11" TOWER 2 70' -10 3/4" TOWER 1 72' -6 3/4" SU-2SU-1AP-1SU-2SU-1 BR-1SU-1SU-2BR-1SU-1SU-2SU-1 AP-1 GL SFAF AFAFAF SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE-SIX DEVELOPMENT SERVICES, LLC TYPE-SIX SHEET NAME THIS DOCUMENT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE - 26067 910 SOUTH MAIN STREET #150 GRAPEVINE, TEXAS 76054 972.677.9075 6 /1 0 /2 0 2 5 4 :5 8 :1 7 P M A18.00 MATERIAL BOARDSWH COPPELL, LLCTOWNPLACE SUITES COPPELL19 MAY 2025 PROJECT # 25009EAST DIVIDEND DRCOPPELL, TX 75019# Revision Date 1/8" = 1'-0"2 SOUTH ELEVATION_ MATERIALS 40 STONEWOOD HOTELS - 682 Flagstone Drive - Irving, Texas 75039 - 214-513-3724 www.stonewoodhotels.com June 9, 2025 Mattew Steer; Development Services Administrator Community Development/Planning City of Coppell 265 E Parkway Blvd Coppell, TX 75019 972-304-3675 O Re: TownePlace Suites - Coppell Hotel PD Amendment Justification for additional Hotel development in the City of Coppell Dear Mr. Steer: We are excited to bring a MarrioƩ-branded hotel to the City of Coppell and would like to formally outline the strategic jusƟﬁcaƟon for this development based on strong regional growth, market demand, and proven hospitality paƩerns observed naƟonwide. 1. DFW InternaƟonal Airport – $4 Billion Expansion Driving Demand DFW InternaƟonal Airport, one of the busiest airports in the world, is currently undergoing a transformaƟve $4 billion expansion, including a brand-new Terminal F with 31 gates, and substanƟal upgrades to Terminal C . This investment is not only expected to increase annual passenger capacity by millions but will also aƩract addiƟonal airlines, internaƟonal travelers, and business traffic. Hotels in close proximity to major airports like DFW beneﬁt directly from this growth, serving as essenƟal infrastructure to support rising demand for overnight accommodaƟons, ﬂight crews, corporate travel, and tourism. 2. Proximity to Cypress Waters – A Rapidly Expanding Corporate Hub Adjacent to our proposed site is Cypress Waters, one of the most dynamic mixed-use developments in North Texas. With hundreds of acres of Class A office space, thousands of residenƟal units, and an expanding roster of Fortune 500 companies, this development has become a magnet for daily business acƟvity and corporate events. As Cypress Waters conƟnues to grow, so does the need for high-quality lodging that can support visiƟng execuƟves, consultants, vendors, and project teams. A MarrioƩ-branded property will meet the expectaƟons of this professional demographic while complemenƟng Coppell’s long-term economic development goals. 3. Hotel Clustering – A Proven Model Across CiƟes Across the country, successful hotel developments thrive in clusters. From airport corridors in Atlanta and Chicago to suburban business parks in Phoenix and CharloƩe, hotels are consistently located in Ɵght pockets that create desƟnaƟon appeal, operaƟonal synergy, and guest convenience. This clustering beneﬁts guests with choice, encourages healthy compeƟƟon, and increases visibility and viability for all operators. The Coppell/DFW Airport corridor is one of the few remaining gaps in this proven model—especially as demand surges from airport expansion and Cypress Waters growth. 4. Alignment with Coppell’s Growth and Infrastructure The City of Coppell is already beneﬁƟng from regional investment and connecƟvity, and this hotel project will support that momentum. Our development brings more than just rooms—it generates sales tax, hotel occupancy tax, new jobs, and repeat visitors who spend in the local economy. AddiƟonally, MarrioƩ ’s reputaƟon for quality and consistency enhances the City’s brand and appeal for future business and leisure travelers. In summary, this hotel is not speculaƟve—it is strategically posiƟoned in response to real, quanƟﬁable growth in airport acƟvity and corporate expansion. It follows a naƟonally proven model of clustered hotel development and will serve as a criƟcal amenity for the City of Coppell as the region enters its next phase of growth. We appreciate your consideraƟon and are excited about the opportunity to contribute to Coppell’s future. Sincerely, Hiren Desai Managing Partner 41 2 Economic Impact ProjecƟons – TownePlace Suites by MarrioƩ Hotel Development (131 Rooms) The proposed TownePlace Suites by MarrioƩ hotel will not only ﬁll a criƟcal lodging need in the City of Coppell but also serve as a long- term economic engine for the community. Based on industry benchmarks and market-speciﬁc data, the projected economic impact is outlined below: 1. Hotel Occupancy Tax (HOT) Revenue Coppell’s current hotel occupancy tax rate is 7%. Based on conservaƟve performance esƟmates:  Average Daily Rate (ADR): $130  Occupancy Rate: 70%  Annual Room Nights: 131 rooms × 365 days × 70% = 33,432 nights  Gross Room Revenue: 33,432 × $130 = $4,346,160 annually  Annual HOT Revenue to City: $4,346,160 × 7% = $304,231 per year Over 10 years, this represents more than $3 million in hotel tax revenue to the City of Coppell. 2. Sales Tax Revenue from Guest Spending Guests typically spend addiƟonal dollars on dining, shopping, transportaƟon, and services in the immediate area. Based on naƟonal averages for business travelers:  EsƟmated Local Spend per Guest per Night: $55  Annual Local Spend by Guests: 33,432 nights × $55 = $1,838,760  EsƟmated Sales Tax ContribuƟon to City (2% local rate): $36,774 annually This creates a recurring stream of taxable economic acƟvity for Coppell businesses. 3. Job CreaƟon and Payroll Impact The hotel is expected to create approximately:  25-35 permanent jobs, including front desk, housekeeping, management, and maintenance  Total Annual Payroll: ~$1.2 million  Temporary ConstrucƟon Jobs During Development Phase: 75–100 jobs These jobs provide steady employment opportuniƟes for Coppell residents and increase the city’s economic base. 4. Indirect and Induced Economic AcƟvity Beyond direct spending, the hotel sƟmulates indirect economic impact (local suppliers, service vendors) and induced impact (employee spending in the community):  EsƟmated MulƟplier Effect (3x to 4x): Total direct and indirect economic output: $10M–$12M annually 5. Increased Property Value and Tax Base Upon compleƟon, the hotel will represent a $20–$22 million improvement to the local tax roll.  Annual Property Tax ContribuƟon (est.): $300,000–$400,000 (based on mill rate) Conclusion The MarrioƩ hotel project presents Coppell with a high-value, low-impact development that:  Generates millions in tax revenue over its lifeƟme  AƩracts corporate and airport-related business  Creates meaningful local employment  Adds lasƟng value to the City’s tax base and infrastructure This development is aligned with Coppell’s economic development strategy and complements the regional growth driven by DFW Airport and Cypress Waters. 42 STONEWOOD HOTELS - 682 Flagstone Drive - Irving, Texas 75039 - 214-513-3724 www.stonewoodhotels.com June 9, 2025 Mattew Steer; Development Services Administrator Community Development/Planning City of Coppell 265 E Parkway Blvd Coppell, TX 75019 972-304-3675 O Re: TownePlace Suites - Coppell Hotel PD Amendment Parking Variance Request Dear Mr. Steer: We are wriƟng to respecƞully request a parking variance of 15 spaces for our proposed TownePlace Suites by MarrioƩ hotel, a 131-room development located within the City of Coppell. As currently planned, the project will provide 131 on-site parking spaces, equaƟng to one space per guest room. This raƟo is consistent with MarrioƩ’s brand guidelines and proven operaƟonal standards in similar corporate and airport-adjacent markets. However, the City’s code requires a higher parking raƟo, and We believe the variance is appropriate and warranted based on the following factors: JusƟﬁcaƟon for Variance: 1. Corporate and Airport-Oriented LocaƟon Our hotel is located near DFW InternaƟonal Airport and adjacent to the growing Cypress Waters mixed-use development, a major center for corporate offices and business travel. The vast majority of our expected guests will be corporate travelers who typically do not uƟlize personal vehicles, oŌen arriving via air travel or pre-arranged transportaƟon. 2. ShiŌing Travel Behavior and Ridesharing Trends Modern travel habits have signiﬁcantly reduced the reliance on personal vehicles. With the widespread use of Uber, LyŌ, and other rideshare services—parƟcularly among business and airport travelers—the actual demand for on-site parking has declined industry-wide. This trend is especially evident in urban and high-density commercial districts such as ours. 3. Hotel-Provided ShuƩle Service To further miƟgate parking demand, we will operate two dedicated MarrioƩ shuƩle vans that will provide complimentary transportaƟon to and from DFW Airport and surrounding business desƟnaƟons including Cypress Waters. This shuƩle service is a key amenity for MarrioƩ’s business traveler clientele and is expected to signiﬁcantly reduce the need for guest vehicles. 4. Efficient and Sustainable Land Use Allowing a modest variance of 15 spaces will eliminate unnecessary pavement, reduce heat island effects, and support a more environmentally conscious and aestheƟcally appealing site design. The reduced footprint also provides ﬂexibility for future landscaping and pedestrian-friendly enhancements. Given the site’s strategic locaƟon, MarrioƩ’s operaƟng standards, and today’s travel behavior, we are conﬁdent that the 131 planned parking spaces will more than adequately support the hotel’s operaƟonal needs. We respecƞully request approval of the 15-space variance and remain commiƩed to working closely with the City of Coppell to ensure a well-integrated and successful project. Thank you for your consideraƟon. Sincerely, Hiren Desai Managing Partner 43 ARIZONA NEW MEXICO OKLAHOMA TEXAS 3030 LBJ Freeway, Suite 1660, Dallas, TX 75234 (972) 248-3006 | www.leeengineering.com Page 1 of 4 June 6, 2025 Mr. Patrick Filson Kirkman Engineering 5200 State Highway 121 Colleyville, TX 76034 Re: Victory Coppell Trip Generation Comparisons Dear Mr. Filson: The TIA for the proposed Victory Coppell development, to be located east of Belt Line Road between Dividend Drive and Hackberry Road in Coppell, Texas, was finalized in September 2022. As part of the development process, the land use components within the development were modified. An initial update to the impacts of the land use changes was provided in a December 2022 trip generation update letter. Since then, the land use components within the development have again changed and this document estimates the number of trips generated by the land uses in the latest Site Plan (dated 6/29/2024) and provides a comparison to both the trips generated in the September 2022 TIA and the December 2022 trip generation update letter. LAND USE DIFFERENCES The current Site Plan (dated 6/29/2024) is provided in Figure 1. The amount of each type of land use for each of the three (3) site plans is summarized in Table 1. Table 1: Land Use Differences Between Site Plans Land Use September 2022 December 2022 6/29/2024 Site Plan Retail (sq ft) 25,893 53,105 32,339 Grocery (sq ft) 21,600 0 0 Restaurant (sq ft) 25,282 25,800 19,296 Patio (sq ft) 3,900 2,300 1,500 QSR (sq ft) 5,200 6,000 7,100 Office (sq ft) 25,000 35,000 0 Medical Office (sq ft) 4,000 4,000 0 Banquet Hall (sq ft) 7,500 0 0 TOTAL (sq ft) 1 118,375 126,205 60,235 Daycare (students) 200 200 0 Hotel (rooms) 0 0 285 1 Excludes the square feet of the Daycare and Hotel land uses 44 45 Page 3 of 4 TRIP GENERATION DIFFERENCES The number of trips generated by the proposed 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 peak and PM peak hours, as well as on a daily basis. The trip generation characteristics for the proposed Victory Coppell development are provided in Table 2. Table 2: Trip Generation Characteristics for Proposed Victory Coppell Development (6/29/2024 Site Plan) Land Use ITE Code Variable (X) Average Weekday AM Peak Hour PM Peak Hour Equation/Rates 1 Hotel 310 Rooms T = 10.84(X) – 423.51 T = 0.50(X) – 7.45 T = 0.74(X) – 27.89 Shopping Plaza (40-150K) 821 1,000 sq ft GLA T = 67.52(Y) T = 1.73(Y) T = 5.19(Y) Directional Splits 2 Hotel 310 Rooms 50 / 50 56 / 44 49 / 51 Shopping Plaza (40-150K) 821 1,000 sq ft GLA 50 / 50 62 / 38 49 / 51 Total Trips Land Use Amount Variable (X) Total Enter Exit Total Enter Exit Total Enter Exit Hotel 285 Rooms 2,666 1,333 1,333 135 76 59 183 93 90 Shopping Plaza (40-150K) 60.235 1,000 sq ft GLA 4,068 2,034 2,034 104 64 40 313 153 160 Total Trips 6,734 3,367 3,367 239 140 99 496 246 250 1 T = Trips Ends; X = # of Rooms; Y = 1,000 ft2 GLA 2 XX / YY = % entering vehicles / % exiting vehicles The number of estimated trips under the current Site Plan (6/29/2024) were compared to the trip generation information presented in the September 2022 TIA and the December 2022 trip generation update letter. A comparison of the estimated number of currently proposed site trips to the previous submittals is provided in Table 3. Table 3: Trip Generation Differences from Previous Submittals Total Trips Total Enter Exit Total Enter Exit Total Enter Exit September 2022 TIA 11,458 5,729 5,729 563 336 227 1,172 567 605 Current Site Plan (6/29/2024) 6,734 3,367 3,367 239 140 99 496 246 250 Difference in Trips from September 2022 -4,724 -2,362 -2,362 -324 -196 -128 -676 -321 -355 Total Enter Exit Total Enter Exit Total Enter Exit December 2022 Trip Generation Memo 9,340 4,670 4,670 358 209 149 789 384 405 Current Site Plan (6/9/2024) 6,734 3,367 3,367 239 140 99 496 246 250 Difference in Trips from December 2022 -2,606 -1,303 -1,303 -119 -69 -50 -293 -138 -155 As seen by the results in Table 3, the number of trips estimated to be generated by the proposed development under the current Site Plan (6/29/2024) is predicted to be less than the previous submittals under all time periods (weekday daily, weekday AM peak hour, weekday PM peak hour). 46 Page 4 of 4 CONCLUSIONS Based on this evaluation, the current Site Plan (6/29/2024) is predicted to result in fewer site generated trips than identified in the previous 2022 submittals. We appreciate the opportunity to provide these traffic engineering services for you. Please contact me if you have any questions or need further assistance. Sincerely, Kelly D. Parma, P.E., PTOE Senior Project Manager Lee Engineering, LLC (TBPE Firm F-450) 47