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BP 2023-06-15 PZPlanning & Zoning Commission City of Coppell, Texas Meeting Agenda 255 E. Parkway Boulevard Coppell, Texas 75019-9478 255 Parkway Blvd.6:00 PMThursday, June 15, 2023 Edmund Haas Glenn Portman (Chair) (Vice Chair) Cindy Bishop Sue Blankenship Freddie Guerra Ed Maurer Notice is hereby given that the Planning and Zoning Commission of the City of Coppell, Texas, will meet on Thursday, June 15, 2023, in Regular Called Session at 6:00 p.m. for Work Session, and Regular Session at 6:30 p.m., at Town Center, 255 Parkway Boulevard, Coppell, Texas. As authorized by Section 551.071(2) of the Texas Government Code, this meeting may be convened into closed Executive Session for the purpose of seeking confidential legal advice from the City Attorney on any agenda item listed herein. The City of Coppell reserves the right to reconvene, recess or realign the Work Session, or called Executive Session, or order of business, at any time prior to adjournment. As authorized by Section 551.127, of the Texas Government Code, one or more commissioners or employees may attend this meeting remotely using videoconferencing technology. The purpose of this meeting is to consider the following items: 1.Call to Order 2.Work Session (Open to the Public) a. Discussion of agenda items Regular Session (Open to the Public) 3.Citizens Appearance Provide an opportunity for citizens to address the Planning and Zoning Commission on any matter. Anyone wishing to address the commission should register prior to the start of the meeting. There is a two (2) minute time limit for each citizen to speak however, additional time may be granted by the commissioners. The Planning and Zoning Commission is not permitted to take action on any subject raised by a speaker during Citizens' Appearance. Page 1 City of Coppell, Texas Printed on 6/9/2023 June 15, 2023Planning & Zoning Commission Meeting Agenda 4.Consider approval of the May 18, 2023, Planning and Zoning meeting minutes. May 18, 2023, Planning & Zoning Meeting Minutes.pdfAttachments: 5.PUBLIC HEARING: Consider approval of PD-295R4-HC, Popeyes Chicken Restaurant, a zoning change request from PD-295-HC (Planned Development-295-Highway Commercial) to PD-295R4-HC (Planned Development-295 Revision 4-Highway Commercial, to approve a Detail Site Plan for a Popeyes Chicken sit down/drive-thru restaurant on 0.97 acres of property located on the south side of SH 121 between Freeport Parkway and Northwestern Drive, just southwest of the proposed Tim Hortons, at the request of Archway 121 Coppell, LTD, being represented by Clay Cristy of Claymoore Engineering. STAFF REP.: Mary Paron-Boswell Staff Report.pdf Detail Site Plan.pdf Landscape Plan.pdf Building Elevations.pdf Signs.pdf Attachments: 6.PUBLIC HEARING: Consider approval of PD-295R5-HC, Tim Hortons Restaurant, a zoning change request from PD-295-HC (Planned Development-295-Highway Commercial) to PD-295R5-HC (Planned Development-295 Revision 5-Highway Commercial, to approve a Detail Site Plan for a Tim Hortons sit down/drive-thru restaurant on 0.76 acres of property located on the south side of SH 121 between Freeport Parkway and Northwestern Drive, southwest of the QT (northeast of the proposed Popeyes), at the request of Archway 121 Coppell, LTD, being represented by Clay Cristy of Claymoore Engineering. STAFF REP.: Mary Paron-Boswell Staff Report.pdf Detail Site Plan.pdf Landscape Plan.pdf Building Elevations.pdf Signage.pdf Attachments: 7.PUBLIC HEARING: Consider text change amendments to the Code of Ordinances, Chapter 12, Article 35 - Accessory Structure Regulations; removing the verbiage of required materials and exception thereto; allowing for pool cabanas with a ¾ bath (toilet, sink & shower), workshops with a ½ bath (toilet, sink), and other accessory structures with a utility sink or ¾ bath; specifically prohibiting sleeping chambers in all accessory buildings; amending the Page 2 City of Coppell, Texas Printed on 6/9/2023 June 15, 2023Planning & Zoning Commission Meeting Agenda minimum setbacks and maximum heights of accessory structures; amending verbiage from pool “liner” to pool “shell”; requiring carports to be accessed only off the rear alley, and amending the minimum setbacks and maximum heights of carports. STAFF REP.: Matt Steer Staff Report.pdf Comparison City Research.pdf Ordinance Changes (Redlined).pdf Attachments: 8.PUBLIC HEARING: Consider text change amendments to the Code of Ordinances, Chapter 12, Article 29(B)(ii) Provisions for Business Zoning Districts, increasing the maximum allowable attached building sign area from 0.5 sq. ft. to 1 sq. ft. per aggregate linear foot of frontage for tenants with multiple facades that face two public streets. STAFF REP.: Matt Steer Staff Report.pdf Ordinance Changes (Redlined).pdf Attachments: 9.PUBLIC HEARING: Consider text change amendments to the Code of Ordinances, Chapter 12, Article 31-3(2) (Off-street loading spaces all districts); amending the off-street parking requirements for kindergartens, day schools, and similar child training and care establishments; allowing for 3 parking spaces in lieu of the required circular drive. STAFF REP.: Mary Paron-Boswell Staff Report.pdf Ordinance Changes (Redlines).pdf Attachments: 10.Update on City Council items 11.Adjournment 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 9th day of June, 2023, at _____________. ______________________________ Kami McGee, Board Secretary Page 3 City of Coppell, Texas Printed on 6/9/2023 June 15, 2023Planning & Zoning Commission Meeting Agenda 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). Page 4 City of Coppell, Texas Printed on 6/9/2023 255 E. Parkway Boulevard Coppell, Texas 75019-9478City of Coppell, Texas Minutes Planning & Zoning Commission 6:00 PM 255 Parkway Blvd.Thursday, May 18, 2023 Edmund Haas Glenn Portman (Chair) (Vice Chair) Cindy Bishop Sue Blankenship Freddie Guerra Ed Maurer PRESENT: Chairman, Edmund Haas; Vice Chair, Glenn Portman; Commissioner, Cindy Bishop; Commissioner, Sue Blankenship; Commissioner, Ed Maurer; and Commissioner, Freddie Guerra. Commissioner, Jim Walker resigned his post, as he was voted on to City Council. Also present were Matt Steer, Development Services Administrator; Cole Baker, E.I.T., Graduate Engineer; Deputy Fire Chief, Tim Oates; and Kami McGee, Board Secretary. Notice was given that the Planning and Zoning Commission of the City of Coppell, Texas, met on Thursday, May 18, 2023, in Regular Called Session at 6:00 p.m. for Work Session, and Regular Session at 6:30 p.m., at Town Center, 255 Parkway Boulevard, Coppell, Texas. As authorized by Section 551.071(2) of the Texas Government Code, this meeting may be convened into closed Executive Session for the purpose of seeking confidential legal advice from the City Attorney on any agenda item listed herein. The City of Coppell reserves the right to reconvene, recess or realign the Work Session, or called Executive Session, or order of business, at any time prior to adjournment. As authorized by Section 551.127, of the Texas Government Code, one or more commissioners or employees may attend this meeting remotely using videoconferencing technology. The purpose of this meeting was to consider the following items: Call To Order1. Chairman Haas called the meeting to order at 6:02 p.m. Page 1City of Coppell, Texas May 18, 2023Planning & Zoning Commission Minutes Work Session (Open to the Public) a. Discussion of agenda items b. Farewell to outgoing Commissioner Jim Walker 2. Staff briefed the commission on the cases listed on the agenda and answered questions. Regular Session (Open to the Public) Citizens Appearance3. Jim Walker, 400 Hawk Ln., Coppell, TX, gave a farewell speech. Provide an opportunity for citizens to address the Planning and Zoning Commission on any matter. Anyone wishing to address the commission should register prior to the start of the meeting. There is a two (2) minute time limit for each citizen to speak however, additional time may be granted by the commissioners. The Planning and Zoning Commission is not permitted to take action on any subject raised by a speaker during Citizens' Appearance. 4.Consider approval of the March 16, 2023, Planning and Zoning meeting minutes. A motion was made by Vice Chair Portman, seconded by Commissioner Guerra, to approve the minutes of the March 16, 2023, Planning and Zoning meeting. The motion passed unanimously, 6-0. 5.PUBLIC HEARING: Consider approval of PD-272R2R3-LI, Battery Energy Storage System at Prologis Park One Twenty One, Lot 4R, Block A, a zoning change request from PD-272R2R-LI (Planned Development 272 Revision 2 Revised- Light Industrial) to PD-272R2R3-LI (Planned Development 272 Revision 2 Revised 3- Light Industrial) to attach a Detail Site Plan allowing for the addition of a 9.9 MW Battery Energy Storage System (BESS) (contained within a 3,243 square foot equipment area) within the existing 25.72 acre site that has an existing 300,360 square foot office/warehouse building with an approved future expansion of 200,240 square feet, located on the east side of North Freeport Parkway approximately 800 feet south of SH 121 and on the west side of North Coppell Road, at the request of Prologis, being represented by Estebaan Ice, RavenVolt Inc. STAFF REP.: Matt Steer Matt Steer presented the case with exhibits and stated that staff is recommending approval of PD-272R2R3 LI, Battery Energy Storage System at Prologis Park One Twenty One, subject to the following conditions: 1. The screening wall be allowed a 5’ encroachment into the required 10’ perimeter landscaping setback on the north side of the property. 2. Include impervious area total in the Site Data Table. 3. Include the column detail on the wall details. Page 2City of Coppell, Texas May 18, 2023Planning & Zoning Commission Minutes 4. Correct proposed zoning information (PD-272R2R3-LI) on all plans and add BESS to proposed uses on the Architectural Site Plan. 5. Prior to release of a building permit the following should be provided: a. Provide Rack Level UL9540A test standards result to Fire Department. (NFPA 855, Section 9.1.5.1 and 9.1.5.2.1) b. Provide Hazard Mitigation Analysis to Fire Department for review and approval. (NFPA 855, Section 9.5.2.1) c. Provide testing, modeling, and/or a combination of both to demonstrate that a fire involving one BESS unit will not propagate to an adjacent unit. (NFPA 855, Section 9.1.5.1.2) d. Have a registered design professional with expertise in fire engineering approve and interpret the test results and prepare the Hazard Mitigation Analysis. (NFPA 855, Section 9.1.5.2.2) Deputy Fire Chief, Tim Oats, was present to answer questions of the commission regarding fire safety. Estebaan Ice, RavenVolt, 702 Poage Dr., Woodway, TX 76712, was present to answer questions of the commission. Jason Barnett, 13673 Saddlewood Dr., Haslet, TX 76052, FlexGen Power Systems, was present to answer questions of the commission regarding the battery management system. Andy Bloom, Fire Protection Engineer, 2050 Old Forge Way, Marietta, GA, was present to answer questions regarding fire safety and training. Chairman Haas opened the Public Hearing. Rich Gormley, 411 Buttonwood, Coppell, TX 75019, stated questions he had of the applicant. Chairman Haas closed the Public Hearing. A motion was made by Commissioner Guerra, seconded by Commissioner Maurer, to approve the agenda item with staff conditions and the added condition: 6. Add a bollard to the southwest corner and the southeast corner of the equipment area screening wall. The motion passed with the following vote, 5-1, with Commissioner Bishop voting in opposition. 6.PUBLIC HEARING: Consider approval of PD-308-C, Kroger Fuel Station, a zoning change request from S-1098R2-C (Special Use Permit-1098 Revision 2-Commercial) to PD-308-C (Planned Development-308-Commercial), to allow a new fuel service station with 5 fuel pumps located at 950 E. Sandy Lake Road, at the request of Coppell Wood Kroger, LLC., being represented by Clay Cristy of Claymoore Engineering. STAFF REP.: Matt Steer Matt Steer presented the case with exhibits and stated that staff is recommending approval of Planned Development - 308 - Commercial, Kroger Fuel Service Station, subject to the following conditions: 1. No outside storage of materials or goods will be permitted under the fuel station canopy. Page 3City of Coppell, Texas May 18, 2023Planning & Zoning Commission Minutes 2. An additional 40 square-foot monument sign shall be allowed as shown on the Site Plan and Signage Plans for fuel prices only. 3. A parking deficiency of 11 parking spaces shall be allowed as noted on the Site Plan. 4. The Eastern Red Cedars and Burford Hollies be planted as soon as possible and before City Council Meeting on June 13, 2023. Clay Christy, Claymoore Engineering, 1903 Central Dr., Ste. 406, Bedford, TX 76021, was present to answer questions of the commission. Richard Binkley, Project Manager, The Kroger Company, 752 Freeport Parkway, Coppell, Tx, Kroger, was present to answer questions regarding the fuel tanks and fuel pumps. Chairman Haas opened the Public Hearing and asked for those who signed up to speak: John Murphy, 931 Laguna Dr., Coppell, Tx, stated he was in opposition of the request. Dan McNab, 912 Basilwood Dr., Coppell, Tx, stated he was in favor of the request. Rebecca Watson, 203 Meadow Run, Coppell, Tx, stated she was in opposition of the request. Danny Watson, 203 Meadow Run, Coppell, Tx, stated he was in opposition of the request. Bobby Finken, 1032 Basilwood, Coppell, Tx, representing Lakes of Coppell HOA, stated that they were in favor of the request. James Kaplan, 900 Basilwood Dr., Coppell, Tx, stated he was in opposition of the request. Kristina Isaacs 965 Pintail Ct., Coppell, Tx, stated she was in opposition of the request. Chairman Haas closed the Public Hearing. Deputy Fire Chief, Tim Oates, was present to answer questions of the commission regarding the International Fire Code requirements and stated that this request is in compliance with all codes. Jackie Wolpert, 7001 Preston Rd., Dallas, Tx, was present to answer questions of the commission regarding the hours of operations. A motion was made by Vice Chair Portman, to approve the agenda item with staff conditions, adding an additional condition stating that Kroger will have discretion to limit the fuel station hours of operation to it's store hours. The motion did not receive a second, therefore the motion died on the table. A motion was made by Chairman Haas, seconded by Vice Chair Portman, to approve the agenda item with staff conditions, adding an additional condition Page 4City of Coppell, Texas May 18, 2023Planning & Zoning Commission Minutes stating that Kroger will limit the fuel station hours of operation to 6am-12am, and the applicant shall evaluate the proposed trees and photometric plan with staff for compliance prior to City Council. The motion passed with the following vote, 5-1, with Commissioner Bishop voting in opposition. Update on City Council items7. Development Services Administrator, Matt Steer, stated that the Main Street Old Town PD and the Short-Term Rental Amendments were both approved at City Council. Adjournment8. There being no further business before the Planning and Zoning Commission, Chairman Haas adjourned the meeting at 9:20 p.m. _________________________________ Edmund Haas, Chair _________________________________ Kami McGee, Board Secretary Page 5City of Coppell, Texas ITEM #5 Page 1 of 4 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE No.: PD-295R4-HC, Popeyes P&Z HEARING DATE: June 15, 2023 C.C. HEARING DATE: July 11, 2023 STAFF REP.: Mary Paron-Boswell, AICP Senior Planner LOCATION: South side of SH 121 between Freeport Parkway and Northwestern Drive. SIZE OF AREA: 0.97 acres CURRENT ZONING: PD-295-HC (Planned Development 295 - Highway Commercial) REQUEST: PD-295-HC (Planned Development-295-Highway Commercial) to PD-295R4-HC (Planned Development-295 Revision 2-Highway Commercial, to approve a Detail Site Plan for a Popeyes Chicken sit down/drive-thru restaurant on 0.97 acres of property located on the south side of SH 121 between Freeport Parkway and Northwestern Drive, just southwest of the proposed Tim Hortons, at the request of Archway 121 Coppell, LTD, being represented by Clay Cristy of Claymoore Engineering. APPLICANT: Engineer: Owner: Clay Cristy Eric Hawk Claymoore Engineering Archway 121 Coppell, Ltd 1903 Central Dr., Suite 406 13100 Northwest Freeway, Suite 340 Bedford, Texas 76021 Houston, Texas 77040 817-281-0572 214-697-1807 clay@claymooreeng.com ewhawk@archwayprop.com HISTORY: In 2003, the City Council revised the Future Land Use Plan, allowing the rezoning of property along the freeways from Light Industrial to Highway Commercial in order to “allow the landowners significant flexibly in development options to take advantage of the highway access while assuring compliance with the vision for the City’s most visible corridors”. The 2030 Comprehensive Plan reinforced this vision by designating this property as Freeway Special District. In 2019, City Council approved a Concept Plan for a gas station, hotel, retail, restaurants and office uses on 8.6 acres, and a Detail Site Plan for a QT convenience store with gas pumps fronting on Freeport Parkway. The QT gas station has since been constructed. In August of 2020, City Council approved a Detail Site Plan for a 73,190-sf Sheraton Four Points Hotel, which has not yet been constructed. At the ITEM #5 Page 2 of 4 beginning of 2023, Popeyes had submitted for a restaurant and later withdrew their application to re-examine their site layout when Starbucks withdrew their project. HISTORIC COMMENT: This property has no noted historical significance. TRANSPORTATION: SH 121 is a state highway built to standard. Freeport Parkway is a six-lane divided thoroughfare. Northwestern Drive is a local street. SURROUNDING LAND USE & ZONING: North: QuikTrip (PD-295-HC) South: Vacant Land – Approved for Sheraton Four Points Hotel (PD-295R-HC) East: Vacant Land – (PD-295-HC) West: SH 121 and city limits COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as appropriate for Freeway Special District. DISCUSSION: The endcaps of the block have been spoken for with the existing QT (QuikTrip) and approval of a Sheraton Four Points Hotel which has yet to be constructed. The western portion of the block is proposed to contain this proposed Popeyes Chicken restaurant adjacent to the hotel and a proposed Tim Hortons adjacent to the QT. The original proposal showed a focal point area that contained a walkway/linear park that went down the center of the site and connected the QT site to the previously approved hotel site. This area would be amenitized and one of the PD conditions will require that the details of the focal point area require staff approval and shall be in place with the development of the buildings at the eastern portion of the property. The property itself will need to be replatted to align with the new proposal and prior to any permits granted for construction. Site Plan The existing driveway from SH 121 frontage road will serve as the main entrance to the site. As the rest of the block develops, additional driveways, access easements and fire lanes will connect the different developments on this site. This site will have a sit-down component as well as a double drive-through. The two drive-through lanes will have approximately 6 stacking spaces each. The building itself will be approximately 2,571-sf. There are 26 parking spaces proposed. Fourteen of the 26 parking spaces will be located interior to the site with 12 parking spaces on the SH 121 frontage side. An access road to the rear of the site will provide additional connection and circulation. The double drive-through does put a slight curve in the access road to the rear of the site. The main difference in this proposal from the previous one is the elimination of the extra drive between the two sites. ITEM #5 Page 3 of 4 Building Elevations The building itself will be approximately 2,571-sf and rectangular in shape. The materials will be a combination of brick, EIFS and Nichiha fiber cement designed to look like vintage wood with a storefront frame. One of the bricks is Royal Birkdale and matches the one to be used on the Tim Hortons and the other brick matches the accent brick on the QT, so that the buildings will complement one another. Large windows will also make up the front and side portion of the building with a combination of EIFS, brick and Nichiha. A gray metal canopy will also accentuate the building as well as a parapet centered on the building. The side of the building with the drive-through will also be a combo of EIFS, brick and Nichiha with two windows at the drive-through covered by a canopy to provide shelter from the elements. Landscaping This site is less than two acres and requires 30% landscaping on-site which can include up to 5% enhanced paving. This requirement has been met. The SH 121 frontage has a landscape area that is approximately 22-ft in depth, and larger outside of the parking area. Additional landscaping is provided surrounding the drive through area, as well as in between the Popeyes and Tim Hortons boundary and along the proposed hotel boundary. Approximately 25 overstory trees will be planted on site. Additional shrubs and groundcover will line the landscape areas around the entire site. Signage There is a monument sign proposed (4-ft x4-ft) which will be on a concrete pad and have a brick base and surround that will match the building. Additional signage will be provided on the building. As proposed, the wall signage will require a variance to the allowable building signage area. The allowable building signage is calculated as one square foot of signage for each linear foot of front facade. In this case the front façade is approximately 35 feet wide. They are requesting to use the side elevation (84 -lf) for this calculation. This same request was previously approved for Hat Creek Burger. This would be spread out to allow for their logo on the front of the building (39.8-sf), another sign along the drive-through elevation (14.5-sf) and a smaller sign (7.99-sf) along the other side entrance, for a total of 62.3-sf. They did submit some additional signage that does not meet city ordinance. Staff will require that all other signage meet city ordinances. 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. 2. A plat will be required showing the revised fire lanes and easements. 3. PD Conditions: a. To allow for the attached building signage of 62.3-sf as shown on the elevations. b. That all other signage shall comply with City regulations. c. The brick on the trash enclosure shall match the brick on the building and have a pedestrian opening. d. Plans for the linear park shall require staff approval. e. Future sidewalk to be constructed by property owner when deemed necessary by the City Engineer. ITEM #5 Page 4 of 4 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. Detail Site Plan 2. Landscape Plan 3. Building Elevations 4. Signs DUMPS T E R 123546789L1L 2L3L 4 L5 L6 L 7 CIRSCIRSCIRSCIRS ALUMINUM TXDOTMONUMENTFOUNDALUMINUM TXDOTMONUMENTFOUNDX-CUTFOUNDFINISHED FLOORELEVATION: 502.7'STATE HIGHWAY 121RIGHT-OF-WAY VARIES 5/8" CIRF"SCI"EX. DRIVE E X . D R I V E 2 5 . 9 3 '24'DRIVE BYOTHERSTYP.TYP.TYP.TYP.TYP.TYP.TYP.LOT 2R-2R1ZONING: PD 295-HC0.97 AC (42,049 SF)PROP. BUILDING2,571 SF30°'S 4 2 ° 0 6 ' 5 5 "W 1 1 . 3 9 '∆=29°44'51"R=27.00'L=14.02'CB=S27°14'29"WC=13.86'S12°22' 0 4 " W 18.61'∆=30°00'00"R=35.00'L=18.33'CB=S27°22'04"WC=18.12'S42°22'04"W40.86'∆=30°00'00"R=36.00'L=18.85'CB=S57°22'04"WC=18.63'S72°22'04"W18.54'∆=29°55'33"R=36.00'L=18.80'CB=S57°24'17"WC=18.59'S42°26' 3 0 "W 5 1 . 8 0 'N47°34'31"W203.41'N49°06'52"E48.12'N41°58'31"E 98.36'N41°59'33"E 55.83'S47°53'05"E200.12'18'9'5'6'26' 1 3 ' 1 1 ' 2 7 . 1 ' 18'24'18'20.16'13'5'13'10'12'12'8'9'9'9'5'12'9'EX.24'2 4 '5.53'5'24'10.89'24'R30'R3'R30'R30'R30'R54'R20'R30'R54'R30'R39'R30'R15'R15'R15'R15'R10'R5'R8'R3'R3'123234 1 LOT 2R-2R2, BLOCK BZONING: PD 295-HC AREA 0.76 ACRESTIM HORTON'S1,600 SQ.FT.NOPARKING 4556ADJACENT DEVELOPMENTSHOWN FOR RFERENCE ONLY.NOT PART OF THIS PLAN SETPROPOSEDPROPERTY LINEPROPOSEDPROPERTY LINE11236667789111213141414141BEGINDROP CURBENDDROP CURB71414324' FIRE LANE & MUTUAL ACCESSEASEMENTDOC. NO. 201900276648O.P.R.D.C.T.60' BUILDING SETBACKDOC. NO. 202200153246O.P.R.D.C.T.ACCESS EASEMENTDOC. NO. 201900103492O.P.R.D.C.T.30' BUILDING SETBACKDOC.NO. 202200153246O.P.R.D.C.T.PROP. DOMM.METERPROP. IRR.METERPROP.FH10' ONCOR EASEMENTDOC. NO. 201400183319O.P.R.D.C.T.10' PRIVATE UTILITY EASEMENTDOC. NO. 201900276648ACCESS EASEMENTDOC. NO. 201900103492O.P.R.D.C.T.ACCESS EASEMENTDOC. NO. 201900103492O.P.R.D.C.T.WATER EASEMENTDOC. NO. 202200153246O.P.R.D.C.T.15' PRIVATE WATER EASEMENTDOC. NO. 202200153246O.P.R.D.C.T.24' FIRELANE & MUTUAL ACCESSEASEMENTDOC. NO. 202200153246O.P.R.D.C.T.TALL CURBW/ 42" ADAHANDRAILPROP.FDCPROP. 10'UTILITY ESMT.END OF PAVMENTCONTINUATIONBY OTHERS10' LSSETBACK60'60' BLDG.SETBACK60' BLDG.SETBACK10' LSSETBACK1 0 '10'10' LS SETBACK10'LOT 2R-2R3BLOCK BPROLOGIS PARK ONE TWENTY ONELOT 2R-2R & 3R, BLOCK BDOC. NO. 202200153246O.P.R.D.C.TZONING: PD295-HCLOT 2R-2R2, BLOCK BPROLOGIS PARK ONE TWENTY ONELOT 2R-2R & 3R, BLOCK BDOC. NO. 202200153246O.P.R.D.C.TR10'MONUMENT SIGN30' BLDG.SETBACKPROP. FUTURESIDEWALKLOT 3RBLOCK BPROLOGIS PARK ONE TWENTY ONE, LOTS 2R-2R & 3R,BLOCK BDOC. NO. 202200153246O.P.R.D.C.T.ZONING: PD 295-HCLOT 2R-1BLOCK BPROLOGIS PARK ONE TWENTY ONE ADDITIONDOC. NO. 201900276648O.P.R.D.C.T.ZONING: PD 295-HC10' LSSETBACK30'BLDG. SETBACK 30'BLDG. SETBACK 20' BLDG.SETBACK60' BLDG.SETBACKRISERROOMPICKUPWINDOWFIRE LANE ANDMUTUAL ACCESSESMT.FIRE LANE ANDMUTUAL ASCCESSESMT.FIRE LANE ANDMUTUAL ASCCESSESMT.R36'OFFSITE FIRE LANETO CONSTRUCTEDPRIOR TO BUILDINGGOING TO VERTICALPEDESTRIANACCESS GATEINSTALL:1-TYPE 3 TxDOTBARRIER7770GRAPHIC SCALE1 inch = ft.2020402010VICINITY MAPN.T.S.SITECOUNTYSURVEY:ABSTRACT NO.DALLASE.P WORLEY995CITY:STATE:COPPELLTEXASLEGAL DESCRIPTION:SITE PLANCSM POPEYE'SSUBMITTAL LOG:CITY SUBMITTALENGINEER1903 CENTRAL DR.SUITE #406BEDFORD, TX 76021PH. 817.281.0572FAX 817.281.0574CONTACT: CLAY CRISTY, PEEMAIL: CLAY@CLAYMOOREENG.COMOWNER / DEVELOPERCSM GROUP10190 KATY FREEWAY, SUITE 350HOUSTON, TX 77043PH: 713.266.8799CONTACT: FELIX ZAMIKOVSKYEMAIL: FELIXZ@CSMGROUP.ORG01/13/2023LOT 2R-2R1, BLOCK B, PROLOGIS PARK ONE TWENTY ONE, AN ADDITIONTO THE CITY OF COPPELL, DALLAS COUNTY, TEXAS, ACCORDING TOTHE MAP OR PLAT RECORDED IN CLERK'S FILE NO. 202200153246, PLATRECORDS OF DALLAS COUNTY, TEXAS.0.97 ACRESDATENo.REVISION BYDATE:SHEETFile No. MARKETING6/5/2023CHECKED:CLCDRAWN:LRRDESIGN:LRRPOPEYE'S 330 N. SH 121 COPPELL, TEXAS 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPRELIMINARYCLAYMOORE ENGINEERINGTEXAS REGISTRATION #14199CONSTRUCTION SCHEDULESAW CUT FULL DEPTH EXISTING PAVEMENTPROPOSED HANDICAP SYMBOLPROPOSED PAVEMENT STRIPINGPROPOSED HANDICAP SIGNPROPOSED CURB STOP4" PARKING STALL STRIPING COOR: WHITE (TYP)PROPOSED CONCRETE SIDEWALKDUMPSTER WITH ENCLOSURE (REFER TOARCHITECTURAL PLANS FOR DETAILS)PROPOSED GREASE TRAPPROPOSED EXIT SIGNPROPOSED BIKE RACKPROPOSED PREVIEW MENU BOARDPROPOSED MENU BOARDPROPOSED ADA RAMP1234567891011121314HW Y 1 2 1 FREEPORT PKWYNORTHWESTERDRSITE PLANSP-1LEGENDPROPERTY LINECURB & GUTTERHEAVY DUTY CONCRETE PAVEMENTSTANDARD DUTY CONCRETE PAVEMENTCONCRETE PAVINGSTAMPED STAINED DECORATIVE PAVING(668 S.F.)PROPOSED FULL DEPTH SAWCUTPROPOSED PARKING COUNTS10PD CONDITIONS:1.TO ALLOW FOR A TOTAL OF 62.3-SF OF ATTACHEDBUILDING SIGNAGE AS SHOWN.2.THE BRICK ON THE TRASH ENCLOSURE SHOULDMATCH THE BRICK ON THE BUILDING AND SHALL HAVEA PEDESTRIAN OPENING.3.PLANS FOR THE LINEAR PARK SHALL REQUIRE STAFFAPPROVAL.4.SIDEWALK "ALONG SH. 121" SHALL BE CONSTRUCTEDBY PROPERTY OWNER WHEN DETERMINEDNECESSARY BY CITY ENGINEER.ZONING:PD 295-HCNOTES:1.ALL DIMENSIONS ARE TO FACE OF CURBUNLESS OTHERWISE NOTED.2.REFER TO ARCHITECTURAL PLANS FORBUILDING DIMENSIONS AND EXACT DOORLOCATIONS.3.REFER TO ARCHITECTURAL PLANS FORFENCE AND GATE DETAILS.HOURS OF OPERATION10:00 AM - 11:00 PM L O T 3 R B L O C K B P R O L O G I S P A R K O N E TW E N T Y O N E , L O T S 2 R - 2 R & 3 R , B L O C K B D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . S 49°06'52" W 129.81' L 3L4L5L6 C3CIRS CIRS CIRS CIRS A LUM INUM T XDO TMONUMEN T FOUND A L UM I N UM T X DO TMONUM E N T FO U N D T BM X C S N : 7 0 4 2 2 9 3 . 4 E : 2 4 2 2 0 6 2 . 6 E L E V : 5 1 2 . 1 'TBM XCSN: 70 4 2 1 99 . 4E: 2 4 2 19 3 7 .8ELEV : 5 14 . 4 ' 6 0 ' B U I L D I N G S E T B A C K D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 2 4 ' F I R E L A N E & M U T U A L A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 2 7 6 6 4 8 O . P . R . D . C . T . A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 1 0 3 4 9 2 O . P . R . D . C . T . L O T 2 R - 2 R B L O C K B P R O L O G I S P A R K O N E TW E N T Y O N E , L O T S 2 R - 2 R & 3 R , B L O C K B D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 3 . 7 7 A C R E SWA T E R E A S EM E N T DO C . NO . 2 0 2 2 0 0 1 5 3 2 4 6O. P . R . D . C . T . N 4 7 ° 3 4 ' 3 1 " W 2 4 3 . 1 8 ' 1 5 ' P R I V A T E W A T E R E A S EM E N T D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 2 4 ' F IRE LANE & MUTUA L ACCESSEASEMENTDOC. NO . 2 0 2 2 0 0 1 5 3 2 4 6O.P .R .D .C .T . CIRS 1 5 ' P R I V A T E W A T E R E A S EM E N T D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . T S 523522521520519518517516515514515513DUMPSTER1 2 3 5 4 6 7 8 9 4 UC 4 QV 33 IB 17 LC 1 QS 1 QS 72 IN 1 QV 1 QV 1 QS 1 QS 4 QM2HIGHWAY 121 3 QS 3 CC FRONT YARDFRONT YARD4 JH 3 JH 2 JH POWER POLE GUY WIRE OVERHEAD POWER LINE 60' RADIUS FROM POWER POLE 2 QV 7 IB 22 LC 15 JH 26 IB DATENo.REVISIONBYDATE: SHEET File No. MARKETING 1/11/2023 CHECKED:RM DRAWN:JWG DESIGN:JWGPOPEYE'SCOPPELL, TEXAS1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 Scale 1" = 20' 10'40'20'0' STEEL EDGING BETWEEN TURF AREAS AND PLANTING BEDS (TYP.) DATE: 06/02/2023 (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P LP-1LANDSCAPE PLANTINGLANDSCAPE CALCULATIONS TOTAL SITE AREA:42,049 SF (0.96 AC) TOTAL LANDSCAPE AREA REQUIRED (30%)12,615 SF TOTAL NONEXEMPT LANDSCAPE AREA PROVIDED (35%)14,810 SF PARKING LOT LANDSCAPING INTERIOR LANDSCAPING REQUIRED PROVIDED 10% OF THE GROSS NON-EXEMPT AREA 12,615 SF x 10% = 1,262 SF 2,599 SF (20%) 1 TREE / 400 SF 1,262 SF / 400 SF = 4 TREES 4 TREES PERIMETER LANDSCAPING PUBLIC ROW - VEHICULAR USE AREAS (VUA) PERIMETER LANDSCAPE AREA 15' WIDE 15' / 2,724 SF ALONG ALL PROPERTY LINES PERIMETER LANDSCAPE AREA 10' WIDE 10' / 4,060 SF 1 TREE PER 50 LF R.O.W. PERIMETER 202 LF = 4 TREES 4 TREES NE PERIMETER 200 LF = 4 TREES 4 TREES SE PERIMETER 204 LF = 4 TREES 4 TREES SW PERIMETER 200 LF = 4 TREES 4 TREES NON-VEHICULAR OPEN SPACE FEATURE LANDSCAPING REQUIRED PROVIDED 15% OF LOT NONEXEMPT AREA 12,615 SF x 15% = 1,893 SF 3,861 SF (30%) 50% SHALL BE IN REQ. FRONT YARD 1,893 SF x 50% = 946 SF 1,600 SF (85%) TREES PERCENTAGE OF SITE IN NON-VEHICULAR OPEN SPACE 35% = 1 TREE / 3,000 SF (PER CHART SEC. 12-34-9) 14,810 / 3,000 = 5 TREES 5 TREES TOTAL TREES REQUIRED = 25 25 TREES PROVIDED DECORATIVE STAMPED PAVING (SEE CIVIL PLANS)HISTEC CTTESAETST AIREG 33 O F 4 2 ET XR LD RECAANDS EP A DARCY R BR A NDONGENERAL GRADING AND PLANTING NOTES 1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e.ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. ROOT BARRIERS MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). TREES CODE BOTANICAL / COMMON NAME CALIPER ROOT HEIGHT QTY CC Cercis canadensis / 'Forest Pansy' Redbud 3" Cal.B&B or Cont.7' min.3 Substitute for one (1) Overstory Tree at 3:1 ratio per City of Coppell QM2 Quercus muehlenbergii / Chinkapin Oak 3" Cal.B&B or Cont.10` min.4 QS Quercus shumardii / Shumard Red Oak 3" Cal.B&B or Cont.10`-12`7 QV Quercus virginiana / Southern Live Oak 3" Cal.B&B or Cont.10` min.8 UC Ulmus crassifolia / Cedar Elm 3" Cal.B&B or Cont.10` min.5 SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING IB Ilex cornuta 'Burfordii Nana' / Dwarf Burford Holly 24" high Cont.36" o.c.66 IN Ilex vomitoria `Nana` / Dwarf Yaupon 24" high Cont.36" o.c.72 JH Juniperus horizontalis 'Bar Harbor' / Bar Harbor Trailing Juniper - - -3 Gallon per plan 20 LC Loropetalum chinense `Crimson Fire` / Crimson Fire Loropetalum 24" high Cont.36" o.c.39 GROUND COVERS BOTANICAL / COMMON NAME QTY Cynodon dactylon '419 Hybrid' / Bermudagrass Sod 9,478 sf Trachelospermum asiaticum / Asian Jasmine 1 gal.±478 sf 18" o.c. PLANT SCHEDULE P R O L O G I S P A R K O N E TW E N T Y O N E , L O T S 2 R - 2 R & 3 R , L 3L4L5L6CIRS CIRS A LUM INUM T XDO TMONUMEN T FOUND A L UM I N UM T X DO TMONUM E N T FO U N D T BM X C S N : 7 0 4 2 2 9 3 . 4 E : 2 4 2 2 0 6 2 . 6 E L E V : 5 1 2 . 1 'TBM XCSN: 70 4 2 1 9 9 . 4E: 2 4 2 19 3 7 .8ELEV : 5 1 4 . 4 ' 4915 4916 4917 4918 4919 4924 4925 4926 4927 4928 4929 4930 4931 4932 4933 4934 4935 4936 4937 4938 4939 4940 4941STATE HIGHWAY 121RIGHT-OF-WAY VARIES 6 0 ' B U I L D I N G S E T B A C K D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 4914 2 4 ' F I R E L A N E & M U T U A L A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 2 7 6 6 4 8 O . P . R . D . C . T . A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 1 0 3 4 9 2 O . P . R . D . C . T . L O T 2 R - 2 R B L O C K B P R O L O G I S P A R K O N E TW E N T Y O N E , L O T S 2 R - 2 R & 3 R , B L O C K B D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 3 . 7 7 A C R E S N 4 7 ° 3 4 ' 3 1 " W 2 4 3 . 1 8 ' 1 5 ' P R I V A T E W A T E R E A S EM E N T D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 4921 4922 4923 2 4 ' F IRE LANE & MUTUA L ACCESSEASEMENTDOC. NO . 2 0 2 2 0 0 1 5 3 2 4 6O.P .R .D .C .T . T S 523522521520519518517516515514513DUMPSTER4915 4916 4917 49184919 4924 4925 4926 4927 4928 4929 4939 4914 4921 4922 4923HIGHWAY 121 POWER POLE GUY WIRE OVERHEAD POWER LINE 60' RADIUS FROM POWER POLE 4931 4930 4932 DATENo.REVISIONBYDATE: SHEET File No. MARKETING 1/11/2023 CHECKED:RM DRAWN:JWG DESIGN:JWGPOPEYE'SCOPPELL, TEXAS1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMTEXAS REGISTRATION #14199 Scale 1" = 20' 10'40'20'0' (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P TD-1TREE DISPOSITION PLANON SITE TREE SURVEY & MITIGATION CALCULATIONS LEGEND EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED TOTAL PROTECTED TREE CALIPER INCHES TO BE REMOVED ON SITE 363" TOTAL REPLACEMENT MITIGATION CALIPER INCHES FOR PROTECTED TREES (1:1 RATIO)80" TOTAL SPECIMEN TREE CALIPER INCHES TO BE REMOVED ON SITE 239" TOTAL REPLACEMENT MITIGATION CALIPER INCHES FOR SPECIMEN TREES (10:1 RATIO)2,390" TOTAL REPLACEMENT INCHES 2,506" TREE REPLACEMENT CREDITS (CITY LANDSCAPE REQUIREMENTS - 29-3" CAL TREES)87" TOTAL REPLACEMENT INCHES AFTER CREDITS 2,419" TOTAL COST FOR PROTECTED TREE CALIPER INCHES TO BE REMOVED ON SITE (10"-24" CALIPER)$0* TOTAL COST FOR SPECIMEN TREE CALIPER INCHES TO BE REMOVED ON SITE TBD** *FOR PROTECTED TREES, MITIGATION WILL BE MADE IN THE AMOUNT OF $100.00 PER ONE INCH DBH FOR TREES LESS THAN 12 INCHES DBH AND $200.00 PER ONE INCH DBH FOR TREES 12 INCHES DBH AND GREATER. ALL PROTECTED TREES 10"-24" ARE MITIGATED BY PLANTING NEW TREES. **FOR SPECIMEN TREES, MITIGATION WILL BE MADE FOR THE APPRAISED VALUE OF THE REMOVED TREE AS DETERMINED BY CLTA (COUNCIL OF LANDSCAPING TREE APPRAISERS) GUIDELINES TREE MITIGATION CALCULATIONS TREE PROTECTION FENCE DATE: 5/30/2023HISTECCTTESAETST AIREG 33 O F 4 2 ET XR LD RECAANDS EP A DARCY R BR A NDONOFF SITE TREE SURVEY & INDEMNIFICATION NICHIHA FIBER CEMENT VINTAGE WOOD AWP 3030 GRAY SHOWER, BENJAMIN MOORE 2125-30 WHITE HERON, SHERWIN WILIAMS 7627 ACME BRICK ROYAL BIRKDALE INTERSTATE BRICK MIDNIGHT BLACK STONINGTON GREY, BENJAMIN MOORE HC-170 31.4 SQFT 3.5 SQFT 2.8 SQFT 25.6 SQFT T/O PARAPET18'-0" T/O TOWER20'- 7" T/O LOW PARAPET15'-0" U/S CANOPY9'-0" U/S OF DECK @ HIGH POINT 14'-0" U/S OF DECK @ LOW POINT 13'-5" T/O CONC. SLAB0'-0" T/O PARAPET18'-0" T/O TOWER20'- 7" U/S OF DECK @ HIGH POINT 14'-0" U/S OF DECK @ LOW POINT 13'-5" PROPOSED FRONT ELEVATION1 A5 SCALE: 1/4"=1' - 0" PROPOSED DT ELEVATION2 A5 SCALE: 1/4"=1' - 0" EP-2 EP-1 EF-1 T/O CONC. SLAB0'-0" EF-1 C-2 DP-1 EP-4EB-2 EB-2 T/O CMU WALL9'-0" EB-1 EP-2 C-1 C-1 EF-1EF-1 EP-1EP-1 EP-4 EB-2 EB-2 EB-2 MATCH WOOD COLOR EP-2 EP-2 EP-2 EP-2 EP-2EP-2EP-2 84'-9 1/2" EIFS EXTERIOR FINISH SCHEDULE TAG MATERIAL APPLICATION MANUFACTURER PRODUCT COLOR/FINISH DIMENSION EF-1 EXTERIOR WOOD SIDING FRONT FACADE EXTERIOR WALLS NICHIHA FIBER CEMENT VINTAGE WOOD AWP 3030 CEDAR 17-7/8" H x 119 5/16" L FINISH MATERIALS EB-1 MODULAR BRICK EB-2 MODULAR BRICK FRONT OF BUILDING MODULAR BRICK 7 5/8" x 2 1/4" x 3 5/8"ACME BRICK ROYAL BIRKDALE EXTERIOR PAINTS EP-1 EXTERIOR PAINT MAIN WALL SURFACE ULTRA SPEC EXTERIOR LOW LUSTRE (N455)SHERWIN WILLIAMS SW 7627, WHITE HERON EP-2 EXTERIOR PAINT PARAPET CAP ULTRA SPEC EXTERIOR LOW LUSTRE (N455)BENJAMIN MOORE 2125-30 GRAY SHOWER EP-3 EXTERIOR PAINT DUMPSTER WALLS, REAR DOOR ULTRA SPEC EXTERIOR LOW LUSTRE (N455)BENJAMIN MOORE HC-170 STONINGTON GREY EP-4 METAL PAINT BOLLARDS COROTECH HIGH SOLIDS RAPID DRY ENAMELBENJAMIN MOORE SAFETY YELLOW EP-5 METAL PAINT DUMPSTER GATES AND PYLON POLE COROTECH HIGH SOLIDS RAPID DRY ENAMELBENJAMIN MOORE FACTORY FINISH BLACK EP-6 ANTI-GRAFFITI COAT EXTERIOR WALLS ALIPHATIC ACRYLIC URETHANE - GLOSSBENJAMIN MOORE V500-00 CLEAR EXTERIOR MISC. C-1 CANOPY - METAL DRIVE-THRU CANOPY BY MANUFACTURERBY MANUFACTURER C-2 CANOPY - METAL BUILDING CANOPIES BY MANUFACTURERBY MANUFACTURER S-1 SHUTTERS - POPPY EXTERIOR WALLS REAR OF BUILDING BY MANUFACTURERBY MANUFACTURER PROVIDED BY MANUFACTURER DP-1 DOOR MAIN ENTRANCE DOORS BY MANUFACTURERBY MANUFACTURER ACCENT TOWER BRICK MODULAR BRICK 7 5/8" x 2 1/4" x 3 5/8"INTERSTATE BRICK MIDNIGHT BLACK CLEAR ANODIZED 2125-30 GRAY SHOWER 2125-30 GRAY SHOWER MATERIAL % PER ELEVATION BRICK EIFS GLAZINGWOOD-LOOK PANEL FRONT 15%45%35%5% DT 56%3%24% REAR 87%3%0%10% SIDE 65%15%20%0% TOTAL 56%20%14%10% 17% LENGTH OF BUILDING 84'-9 1/2" ALLOWABLE SIGNAGE 84.75 SQFT PROVIDED SIGNAGE 71.29 SQFT GENERAL NOTES 1.SEALANT / CAULKING AROUND DOOR / WINDOW FRAMES. COLOUR: TO MATCH WINDOW / DOOR FRAMES. 2.THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND FOLLOW ALL DRAWINGS AND SPECIFICATIONS. SYMBOL LEGEND NOTE REFERENCE REFER TO ELEVATION NOTES1 FINISH TYPEFN# A5 3 SECTION DETAIL @ TYPICAL SCALE: 2 12"=1'-0"EIFS REVEAL EXTERIOR ELEVATION NOTES PRE-FINISHED METAL CAP FLASHING C/W DRIP. G.C TO PROVIDE AND INSTALL DOUBLE LAYER OF REINFORCING MESH TO MIN. 2'-0" ABOVE GRADE AT ALL EIFS LOCATIONS (TYP.) IN ORDER TO ATTAIN ABUSE RESISTANCE STUCCO SYSTEM. THINBRICK, COLOR: FLAGSTAFF. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. THIN BRICK, COLOR: WHITE WASH. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. EIFS. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. PRE-FINISHED 'BLACK ANODIZED' ALUMINUM STOREFRONT SYSTEM WITH INSULATED GLAZING. EXPOSED FOUNDATION TO BE PARGED AND FREE OF IMPERFECTIONS. GAS UTILITY METER. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION WALL AND FOOTING DETAILS. INTERNALLY ILLUMINATED BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGN COMPANY. G.C TO PROVIDE AND INSTALL 34" EXTERIOR GRADE PRESSURE TREATED PLYWOOD BACKING AND ALL FINAL ELECTRICAL CONNECTION. SIGN MANUFACTURER SHALL OBTAIN STRUCTURALLY SEALED DRAWINGS AND SIGNAGE PERMITS FROM THE CITY BASED ON LOCAL REQUIREMENTS. G.C SHALL VERIFY ACTUAL LOCATION & SIZE OF SIGNS WITH SIGN MANUFACTURER'S APPROVED DRAWINGS AND COORDINATE LOCATIONS OF BLOCKING AND UTILITIES. G.C TO COORDINATE WITH SIGN INSTALLER TO USE VHM DRILL BIT WHILE DRILLING FOR ELECTRICAL FEED LINES AND SIGNAGE FASTENERS. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY POPEYES PRIOR TO PRODUCTION NON-ILLUMINATED BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGN COMPANY. G.C TO PROVIDE AND INSTALL 34" EXTERIOR GRADE PRESSURE TREATED PLYWOOD BACKING.. SIGN MANUFACTURER SHALL OBTAIN STRUCTURALLY SEALED DRAWINGS AND SIGNAGE PERMITS FROM THE CITY BASED ON LOCAL REQUIREMENTS. G.C SHALL VERIFY ACTUAL LOCATION & SIZE OF SIGNS WITH SIGN MANUFACTURER'S APPROVED DRAWINGS AND COORDINATE LOCATIONS OF BLOCKING AND UTILITIES. G.C TO COORDINATE WITH SIGN INSTALLER TO USE VHM DRILL BIT WHILE DRILLING FOR ELECTRICAL FEED LINES AND SIGNAGE FASTENERS. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY POPEYES PRIOR TO PRODUCTION NICHIHA VINTAGE WOOD, COLOR: CEDAR. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. PROVIDE & INSTALL 6" DIAMETER STEEL PIPE BOLLARD TOP AT 4'-6" A.F.F. G.C. TO PAINT "SAFETY YELLOW". REFER TO POPEYES MASTER SCHEDULE. DRIVE-THRU WINDOW. REFER TO DRIVE-THRU WINDOW SCHEDULE ON SHEET A11. N/A. PRE-FINISHED GALVANIZED STEEL DOWNSPOUT & COLLECTOR BOX. G.C. TO COORDINATE WITH CIVIL ENGINEERS TO CONFIRM IF DOWNSPOUTS ARE SPLASHING ON CONCRETE PAD OR TIED TO THE STORM SEWER LINE. REFER TO PLUMBING DRAWINGS. N/A. DASHED LINE INDICATES T/O OF ROOF BEHIND PARAPET. C/T CABINET AND METER. LINE OF PARAPET WALLS BEYOND. GENERAL PURPOSE EXTERIOR LIGHTING FIXTURES. WALK-IN COOLER/FREEZER OUTLINE. N/A. N/A. ALL BASE FLASHING TO MATCH ADJACENT MATERIAL COLORS. HOSE BIB. G.C. TO PAINT. COLOUR TO MATCH ADJACENT STUCCO COORDINATE EXACT LOCATION WITH G.C. REFER TO MECHANICAL DRAWINGS. N/A. DECORATIVE PANELS SUPPLY AND INSTALL BY SIGN COMPANY. G.C TO PROVIDE CONCRETE CURB ALONG DRIVE-THRU LANE. CURB TO PROJECT 8" FROM FACE OF PANELS AND LENGTH OF CURB IS EXTENT OF FEATURE WALL. N/A. PRE-FABRICATED METAL BAND ABOVE DRIVE-THRU SUPPLY BY SIGN COMPANY AND INSTALL BY G.C. ALL CANOPIES IN WALL SUPPORT BY G.C. REFER TO STRUCTURAL DRAWINGS. WALL SCONCE SUPPLY AND INSTALL BY SIGN COMPANY. PRE-FABRICATED CANOPIES W/ PRE-WIRED RECESSED LIGHTS ABOVE DRIVE-THRU SUPPLY BY SIGN COMPANY AND INSTALL BY G.C. ALL CANOPIES IN WALL SUPPORT BY G.C. REFER TO STRUCTURAL DRAWINGS. VERTICAL SIMULATED WOOD SLATS. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. WALL SCONCE LIGHTING. REFER TO ELECTRICAL SCHEDULE. CONCRETE SIDEWALK (BY G.C). REFER TO SITE PLAN. HORIZONTAL WOOD GRAIN ENTRANCE CANOPY W/ TEAL VERTICAL & HORIZONTAL SUPPORTS SUPPLY BY SIGN COMPANY AND INSTALL BY G.C. PRE-WIRED LED LIGHT GLOBE FIXTURE. N/A. PROVIDE EXTERIOR-GRADE PLASTER OVER CMU ENCLOSURE; PAINT PLASTER P-1 CMU ENCLOSURE WITH PLASTER APPLIED TO EXTERIOR OF ENCLOSURE WITH A SMOOTH CONTINUOUS SURFACE. PAINT PLASTER EP-1. REFER TO A1 FOR ENCLOSURE DIMENSIONS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 EXTERIOR ELEVATIONS Location TBD Project No.Drawing No. Scale Drawn Date Checked 401 NORTHWESTERN DR. 75019 Drawing Title Store Type Project Description DRAWINGS REVISED AS PER DESIGN BULLETIN No.Date Description Description REVISIONS No.Date ISSUE TABLE No.(mm/dd/yy)Date POPEYES LOUISIANA KITCHEN MODEL 2124, 401 NORTHWESTERN DRIVE, COPPELL, TEXAS 75019: 2124 PROTOTYPE DOCUMENTS (FEB 07, 2023 STORE NO. XXXXXN PROJECT NORTH US 2124 PROTOTYPE 2124-21 THIS DRAWING IS OWNED BY OR LICENSED FOR USE BY POPEYES LOUISIANA KITCHEN ( OR ITS AFFILIATED OR RELATED COMPANIES) AND MAY NOT BE REPRODUCED, USED, DOWNLOADED, DISSEMINATED, PUBLISHED, OR TRANSFERRED IN ANY FORM OR BY ANY MEANS, EXCEPT WITH THE PRIOR WRITTEN CONSENT OF POPEYES LOUISIANA KITCHEN . COPYRIGHT INFRINGEMENT IS A VIOLATION OF FEDERAL LAW SUBJECT TO CRIMINAL AND CIVIL PENALTIES. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND TO REPORT ANY DISCREPANCIES TO THE POPEYES LOUISIANA KITCHEN REPRESENTATIVE PRIOR TO COMMENCING WORK. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES UNLESS INDICATED BY POPEYES LOUISIANA KITCHEN AS "ISSUED FOR CONSTRUCTION". FEB 2023 GR 01 PLANNING REVIEW01.17.2023 Company Logo COPPELL, TEXAS RYDEN ARCHITECTURE a r c h i t e c t u r e | p l a n n i n g 909 wakefield drive houston, texas 77018 713.993.6690 (o) contact: greg ryden, aia NOT FOR REGULATORY APPROVAL, PERMITTING, or CONSTRUCTION GREG RYDEN, ARCHITECT DATE: 02/07/2023 GA A5.0 4.55 SQFT 3.86 SQFT 84'-9 1/2" LONGEST SIDE OF BUILDING - ALLOWS FOR 84.9 SQFT OF BUILDING SIGNAGE 14.5 SQFT 62.30 SQFT NICHIHA FIBER CEMENT VINTAGE WOOD AWP 3030 GRAY SHOWER, BENJAMIN MOORE 2125-30 WHITE HERON, SHERWIN WILIAMS 7627 ACME BRICK ROYAL BIRKDALE INTERSTATE BRICK MIDNIGHT BLACK STONINGTON GREY, BENJAMIN MOORE HC-170 PROPOSED REAR ELEVATION1 A5.1 SCALE: 1/4"=1' - 0" PROPOSED SIDE ELEVATION2 A5.1 SCALE: 1/4"=1' - 0" EP-2 EP-1 EB-1 EB-1 EB-2 EF-1 C-1 EP-4 DP-1C-2 EF-1 EP-1 EB-1EB-1 C-2 EB-2 EP-2 EP-3 EP-2 EP-2 EP-2 EIFS EP-2 EXTERIOR FINISH SCHEDULE TAG MATERIAL APPLICATION MANUFACTURER PRODUCT COLOR/FINISH DIMENSION EF-1 EXTERIOR WOOD SIDING FRONT FACADE EXTERIOR WALLS NICHIHA FIBER CEMENT VINTAGE WOOD AWP 3030 CEDAR 17-7/8" H x 119 5/16" L FINISH MATERIALS EB-1 MODULAR BRICK EB-2 MODULAR BRICK FRONT OF BUILDING MODULAR BRICK 7 5/8" x 2 1/4" x 3 5/8"ACME BRICK ROYAL BIRKDALE EXTERIOR PAINTS EP-1 EXTERIOR PAINT MAIN WALL SURFACE ULTRA SPEC EXTERIOR LOW LUSTRE (N455)SHERWIN WILLIAMS SW 7627, WHITE HERON EP-2 EXTERIOR PAINT PARAPET CAP ULTRA SPEC EXTERIOR LOW LUSTRE (N455)BENJAMIN MOORE 2125-30 GRAY SHOWER EP-3 EXTERIOR PAINT DUMPSTER WALLS, REAR DOOR ULTRA SPEC EXTERIOR LOW LUSTRE (N455)BENJAMIN MOORE HC-170 STONINGTON GREY EP-4 METAL PAINT BOLLARDS COROTECH HIGH SOLIDS RAPID DRY ENAMELBENJAMIN MOORE SAFETY YELLOW EP-5 METAL PAINT DUMPSTER GATES AND PYLON POLE COROTECH HIGH SOLIDS RAPID DRY ENAMELBENJAMIN MOORE FACTORY FINISH BLACK EP-6 ANTI-GRAFFITI COAT EXTERIOR WALLS ALIPHATIC ACRYLIC URETHANE - GLOSSBENJAMIN MOORE V500-00 CLEAR EXTERIOR MISC. C-1 CANOPY - METAL DRIVE-THRU CANOPY BY MANUFACTURERBY MANUFACTURER C-2 CANOPY - METAL BUILDING CANOPIES BY MANUFACTURERBY MANUFACTURER S-1 SHUTTERS - POPPY EXTERIOR WALLS REAR OF BUILDING BY MANUFACTURERBY MANUFACTURER PROVIDED BY MANUFACTURER DP-1 DOOR MAIN ENTRANCE DOORS BY MANUFACTURERBY MANUFACTURER ACCENT TOWER BRICK MODULAR BRICK 7 5/8" x 2 1/4" x 3 5/8"INTERSTATE BRICK MIDNIGHT BLACK CLEAR ANODIZED 2125-30 GRAY SHOWER 2125-30 GRAY SHOWER MATERIAL % PER ELEVATION BRICK EIFS GLAZINGWOOD-LOOK PANEL FRONT 15%45%35%5% DT 56%3%24% REAR 87%3%0%10% SIDE 65%15%20%0% TOTAL 56%20%14%10% 17% A5.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATION NOTES PRE-FINISHED METAL CAP FLASHING C/W DRIP. G.C TO PROVIDE AND INSTALL DOUBLE LAYER OF REINFORCING MESH TO MIN. 2'-0" ABOVE GRADE AT ALL EIFS LOCATIONS (TYP.) IN ORDER TO ATTAIN ABUSE RESISTANCE STUCCO SYSTEM. THINBRICK, COLOR: FLAGSTAFF. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. THIN BRICK, COLOR: WHITE WASH. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. EIFS. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. PRE-FINISHED 'BLACK ANODIZED' ALUMINUM STOREFRONT SYSTEM WITH INSULATED GLAZING. EXPOSED FOUNDATION TO BE PARGED AND FREE OF IMPERFECTIONS. GAS UTILITY METER. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION WALL AND FOOTING DETAILS. INTERNALLY ILLUMINATED BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGN COMPANY. G.C TO PROVIDE AND INSTALL 34" EXTERIOR GRADE PRESSURE TREATED PLYWOOD BACKING AND ALL FINAL ELECTRICAL CONNECTION. SIGN MANUFACTURER SHALL OBTAIN STRUCTURALLY SEALED DRAWINGS AND SIGNAGE PERMITS FROM THE CITY BASED ON LOCAL REQUIREMENTS. G.C SHALL VERIFY ACTUAL LOCATION & SIZE OF SIGNS WITH SIGN MANUFACTURER'S APPROVED DRAWINGS AND COORDINATE LOCATIONS OF BLOCKING AND UTILITIES. G.C TO COORDINATE WITH SIGN INSTALLER TO USE VHM DRILL BIT WHILE DRILLING FOR ELECTRICAL FEED LINES AND SIGNAGE FASTENERS. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY POPEYES PRIOR TO PRODUCTION NON-ILLUMINATED BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGN COMPANY. G.C TO PROVIDE AND INSTALL 34" EXTERIOR GRADE PRESSURE TREATED PLYWOOD BACKING.. SIGN MANUFACTURER SHALL OBTAIN STRUCTURALLY SEALED DRAWINGS AND SIGNAGE PERMITS FROM THE CITY BASED ON LOCAL REQUIREMENTS. G.C SHALL VERIFY ACTUAL LOCATION & SIZE OF SIGNS WITH SIGN MANUFACTURER'S APPROVED DRAWINGS AND COORDINATE LOCATIONS OF BLOCKING AND UTILITIES. G.C TO COORDINATE WITH SIGN INSTALLER TO USE VHM DRILL BIT WHILE DRILLING FOR ELECTRICAL FEED LINES AND SIGNAGE FASTENERS. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY POPEYES PRIOR TO PRODUCTION NICHIHA VINTAGE WOOD, COLOR: CEDAR. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. PROVIDE & INSTALL 6" DIAMETER STEEL PIPE BOLLARD TOP AT 4'-6" A.F.F. G.C. TO PAINT "SAFETY YELLOW". REFER TO POPEYES MASTER SCHEDULE. DRIVE-THRU WINDOW. REFER TO DRIVE-THRU WINDOW SCHEDULE ON SHEET A11. N/A. PRE-FINISHED GALVANIZED STEEL DOWNSPOUT & COLLECTOR BOX. G.C. TO COORDINATE WITH CIVIL ENGINEERS TO CONFIRM IF DOWNSPOUTS ARE SPLASHING ON CONCRETE PAD OR TIED TO THE STORM SEWER LINE. REFER TO PLUMBING DRAWINGS. N/A. DASHED LINE INDICATES T/O OF ROOF BEHIND PARAPET. C/T CABINET AND METER. LINE OF PARAPET WALLS BEYOND. GENERAL PURPOSE EXTERIOR LIGHTING FIXTURES. WALK-IN COOLER/FREEZER OUTLINE. N/A. N/A. ALL BASE FLASHING TO MATCH ADJACENT MATERIAL COLORS. HOSE BIB. G.C. TO PAINT. COLOUR TO MATCH ADJACENT STUCCO COORDINATE EXACT LOCATION WITH G.C. REFER TO MECHANICAL DRAWINGS. N/A. DECORATIVE PANELS SUPPLY AND INSTALL BY SIGN COMPANY. G.C TO PROVIDE CONCRETE CURB ALONG DRIVE-THRU LANE. CURB TO PROJECT 8" FROM FACE OF PANELS AND LENGTH OF CURB IS EXTENT OF FEATURE WALL. N/A. PRE-FABRICATED METAL BAND ABOVE DRIVE-THRU SUPPLY BY SIGN COMPANY AND INSTALL BY G.C. ALL CANOPIES IN WALL SUPPORT BY G.C. REFER TO STRUCTURAL DRAWINGS. WALL SCONCE SUPPLY AND INSTALL BY SIGN COMPANY. PRE-FABRICATED CANOPIES W/ PRE-WIRED RECESSED LIGHTS ABOVE DRIVE-THRU SUPPLY BY SIGN COMPANY AND INSTALL BY G.C. ALL CANOPIES IN WALL SUPPORT BY G.C. REFER TO STRUCTURAL DRAWINGS. VERTICAL SIMULATED WOOD SLATS. REFER TO POPEYES EXTERIOR FINISH SCHEDULE. WALL SCONCE LIGHTING. REFER TO ELECTRICAL SCHEDULE. CONCRETE SIDEWALK (BY G.C). REFER TO SITE PLAN. HORIZONTAL WOOD GRAIN ENTRANCE CANOPY W/ TEAL VERTICAL & HORIZONTAL SUPPORTS SUPPLY BY SIGN COMPANY AND INSTALL BY G.C. PRE-WIRED LED LIGHT GLOBE FIXTURE. N/A. PROVIDE EXTERIOR-GRADE PLASTER OVER CMU ENCLOSURE; PAINT PLASTER P-1 CMU ENCLOSURE WITH PLASTER APPLIED TO EXTERIOR OF ENCLOSURE WITH A SMOOTH CONTINUOUS SURFACE. PAINT PLASTER EP-1. REFER TO A1 FOR ENCLOSURE DIMENSIONS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Location TBD Project No.Drawing No. Scale Drawn Date Checked 401 NORTHWESTERN DR. 75019 Drawing Title Store Type Project Description DRAWINGS REVISED AS PER DESIGN BULLETIN No.Date Description Description REVISIONS No.Date ISSUE TABLE No.(mm/dd/yy)Date POPEYES LOUISIANA KITCHEN MODEL 2124, 401 NORTHWESTERN DRIVE, COPPELL, TEXAS 75019: 2124 PROTOTYPE DOCUMENTS (FEB 07, 2023 STORE NO. XXXXXN PROJECT NORTH US 2124 PROTOTYPE 2124-21 THIS DRAWING IS OWNED BY OR LICENSED FOR USE BY POPEYES LOUISIANA KITCHEN ( OR ITS AFFILIATED OR RELATED COMPANIES) AND MAY NOT BE REPRODUCED, USED, DOWNLOADED, DISSEMINATED, PUBLISHED, OR TRANSFERRED IN ANY FORM OR BY ANY MEANS, EXCEPT WITH THE PRIOR WRITTEN CONSENT OF POPEYES LOUISIANA KITCHEN . COPYRIGHT INFRINGEMENT IS A VIOLATION OF FEDERAL LAW SUBJECT TO CRIMINAL AND CIVIL PENALTIES. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND TO REPORT ANY DISCREPANCIES TO THE POPEYES LOUISIANA KITCHEN REPRESENTATIVE PRIOR TO COMMENCING WORK. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES UNLESS INDICATED BY POPEYES LOUISIANA KITCHEN AS "ISSUED FOR CONSTRUCTION". FEB 2023 GR 01 PLANNING REVIEW01.17.2023 Company Logo COPPELL, TEXAS RYDEN ARCHITECTURE a r c h i t e c t u r e | p l a n n i n g 909 wakefield drive houston, texas 77018 713.993.6690 (o) contact: greg ryden, aia NOT FOR REGULATORY APPROVAL, PERMITTING, or CONSTRUCTION GREG RYDEN, ARCHITECT DATE: 02/07/2023 GA GENERAL NOTES 1.SEALANT / CAULKING AROUND DOOR / WINDOW FRAMES. COLOUR: TO MATCH WINDOW / DOOR FRAMES. 2.THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND FOLLOW ALL DRAWINGS AND SPECIFICATIONS. 7.99 SQFT D. MADDEN Client Signature:Qty: Signature Date: IL-27 CHANNEL LETTERS 1/2”=1’ 41.28 FT2 N22 IL-27 a PMS 3564C - 3630 TANGERINE VINYL b WHITE - ARLON 020 10 1/8"2’-3”14’-6”7 7/8"10’-1 3/8” RACEWAY .040" aluminum returns PMS 3564 C 1" Jewelite trimcap Transformer Box With LED power supply W/ Toggle Switch White LEDs 1/8” ACM Backs Weep holes per UL48 with baffles 3/8” X 3 1/2” Lag Screws and Lag Shields) (min. 3 per letter) Mounting surface w/ Stucco & Plywood Wall Buster Pass-Thru kit .177" acrylic face (7328 white) w/ 1st surface 3630-84 Tangerine vinyl White LEDs 1" Jewelite trimcap 1/8” ACM Backs 1/2" Brake formed .125 alum. Wireway BM OC-125 Moonlight White TO MATCH WALL COLOR .177" acrylic face (7328 white) w/ 1st surface 3630-84 Tangerine vinyl SIDE SECTION VIEW SCALE: NTS 5” 2"3" Power Supply Info. (TBD ) SloanLED power supply (60C260W) power req. qty total Variable Input: 100VAC~277VAC / 50-60Hz / 0.80A Output: 60W @ 12VDC, Class 2 LED Info. (TBD ) SloanLED Prism (6500K) qty 1.12 watts / module This Sign To Be Constructed And Installed According To Article Code 250 & 600 Of Nec. Grounding And Bonding Of Sign As Per Nec 250 31.40 SF 8.41 SF2'-2" D. MADDEN Client Signature:Qty: Signature Date: IL-18 CHANNEL LETTERS 3/4”=1’ 14.6 FT2 N22 IL-18 a PMS 3564C - 3630 TANGERINE VINYL b WHITE - ARLON 020 1’-6”9’-8 3/4” .040" aluminum returns 1" Jewelite trimcap Transformer Box With LED power supply W/ Toggle Switch White LEDs 1/8” ACM Backs Weep holes per UL48 with baffles 3/8” X 3 1/2” Lag Screws and Lag Shields) (min. 3 per letter) Mounting surface w/ Stucco & Plywood Wall Buster Pass-Thru kit .177" acrylic face (7328 white) w/ 1st surface 3630-84 Tangerine vinyl SIDE SECTION VIEW SCALE: NTS 5” Power Supply Info. (TBD ) SloanLED power supply (60C260W) power req. qty total Variable Input: 100VAC~277VAC / 50-60Hz / 0.80A Output: 60W @ 12VDC, Class 2 LED Info. (TBD ) SloanLED Prism (6500K) qty 1.12 watts / module This Sign To Be Constructed And Installed According To Article Code 250 & 600 Of Nec. Grounding And Bonding Of Sign As Per Nec 250 14.5 SF a MATCH 3M-TANGERINE D. MADDEN Client Signature:Qty: Signature Date: 1 ILLUMINATED WALL SEAL NOTED1 1/2”= 1’ SECTION VIEW N22 SIZE/QTY 1/4” CLEAR POLYCARB FASTENERS AS REQUIRED FRONT VIEW38"37 3/8" 2 1/2" 1/4” CLEAR POLYCARB 1-1/2" HDU LETTERSa a LED LIGHTING Power Supply Info. (TBD ) SloanLED power supply (60C260W) power req. qty total Variable Input: 100VAC~277VAC / 50-60Hz / 0.80A Output: 60W @ 12VDC, Class 2 LED Info. (TBD ) SloanLED Prism (6500K) qty 1.12 watts / module This Sign To Be Constructed And Installed According To Article Code 250 & 600 Of Nec. Grounding And Bonding Of Sign As Per Nec 250 7.99 SF D.MADDEN Client Signature:Qty: Signature Date: TBD CLEARANCE POLE NOTED TBD TBD a PMS 326C TEAL 10" 10" 7"3/4” STEEL BASE PLATE 5/8” WASHER 5/8” NUT 5/8” 18-8 THREADED ROD 3” DETAIL B SCALE 1/10 SIDE ELEVATION BASE PLATE OPTION N22 PLATE MOUNT " SCALE: 1/16 6'-0" 4'-0" 1'-0 9'-0" CAPPED POST 2” PIPE CROSS BAR WITH CAPPED END 3” PIPE CUT AT 45 DEGREES 3” OD PIPE UPRIGHT SUPPORT POLE GRADE WHITE REFLECTIVE VINYLA B 2” SCH 40 PIPE 2” SCH 40 PIPE WELDED TO SUPPORT POLE ONLY 2 1/2”SCH 40 PIPE DETAIL A SCALE 1/16 SIDE ELEVATION DIRECT BURY OPTION SCALE: 1/306"48"20" N22 DIRECT BURY EMBED CONCRETE Clearance 9'-0" Clearance 9'-0" CLEARANCE POLE PAINTED BLACK PMS BLACK 2 2X PART LIST ITEM #QTY MATERIAL 1 4 3" x 3" STEEL TUBE 2 2 CORRUGATED METAL 3 18 SCH 40 HINGES 4 4 2" x 2" STEEL TUBE 5 4 2" x 2" STEEL TUBE 6 2 1" x 2" STEEL TUBE 7 4 1" x 2" STEEL TUBE 8 6 1" x 6" HINGE PIN 9 2 1/4" x 3" x 3" POST CAP 10 2 2" x 18" STEEL HANDLE 11 2 1" x 18" CANE BOLT PMS BLACK C MATHEWSa 7'-8" 8'-0" D. MADDEN Client Signature:Qty: Signature Date: 1/25 22 FT DUMPSTER GATE 6" 3'-0" 1'-0" 2'-6" 12'-9" 6'-0"6'-0" 12'-1" 3" 1"1"1" 3" 7 4" 9 10 1 8 3 4 5627 1 CONTRACTOR TO INSTALL SONA TUBES FOR CAISSON FOUNDATIONS PRIOR TO POURING SLAB11 CONCRETE EMBED GRADE DOOR HEIGHT ABOVE GRADE N22 HEIGHT/WIDTH CUSTOM SIZES AVAILABLE The data in this document incorporate proprietary rights of Capital Sign & Awnings. Any Party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclosed to others without written consent of Capital Signs & Awnings. CAPITAL SIGNS & AWNINGS 902 NW Main St. Bunkie, LA 71322 www.ccesigns.com 318-346-9898 Client: FACES Location: COPPELL, TX Designed By: M.Carreno Date: 2-21-2023 Qty: Client Signature: Notes: B A PMS 3654C/3630-84 Tangerine White Acrylic GRAPHIC COLORS Option 2 4’-0” 3’-4”4’-0”3’-4”Flat Acrylic Face w/ Tangerine Vinyl 2” Retainers Concrete Pad Existing Brick 1’-6 1/2” 1’-2 1/2”4’-0”4’-0” 3’-4”4’-0”3’-4”Flat Acrylic Face w/ Tangerine Vinyl 2” Retainers Concrete Pad Existing Brick 1’-6 1/2” 1’-2 1/2”4’-0”Solar Lights Outdoor, Waterproof Solar Spotlight Auto On/Off Solar Cool White (2 Pack) Ground Lights Solar Lights Outdoor, Waterproof Solar Spotlight Auto On/Off Solar Cool White (2 Pack) Aluminum Face Material w/ Tangerine Painted Finish ITEM # 6 Page 1 of 4 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE No.: PD-295R5-HC, Tim Hortons P&Z HEARING DATE: June 15, 2023 C.C. HEARING DATE: July 11, 2023 STAFF REP.: Mary Paron-Boswell, AICP Senior Planner LOCATION: South side of SH 121 between Freeport Parkway and Northwestern Drive. SIZE OF AREA: 0.76 acres CURRENT ZONING: PD-295-HC (Planned Development 295 - Highway Commercial) REQUEST: PD-295-HC (Planned Development-295-Highway Commercial) to PD-295R5-HC (Planned Development-295 Revision 5-Highway Commercial, to approve a Detail Site Plan for a Tim Hortons restaurant and drive-thru on 0.76 acres of property located on the south side of SH 121 between Freeport Parkway and Northwestern Drive, southwest of the QT (northeast of the proposed Popeyes), at the request of Archway 121 Coppell, LTD, being represented by Clay Cristy of Claymoore Engineering. APPLICANT: Engineer: Owner: Clay Christie Eric Hawk Claymoore Engineering Archway 121 Coppell, Ltd 1903 Central Dr., Suite 406 13100 Northwest Freeway, Suite 340 Bedford, Texas 76021 Houston, Texas 77040 817-281-0572 214-697-1807 clay@claymooreeng.com ewhawk@archwayprop.com HISTORY: In 2003, the City Council revised the Future Land Use Plan, allowing the rezoning of property along the freeways from Light Industrial to Highway Commercial in order to “allow the landowners significant flexibly in development options to take advantage of the highway access while assuring compliance with the vision for the City’s most visible corridors”. The 2030 Comprehensive Plan reinforced this vision by designating this property as Freeway Special District. In 2019, City Council approved a Concept Plan for a gas station, hotel, retail, restaurants and office uses on 8.6 acres, and a Detail Site Plan for a QT convenience store with gas pumps fronting on Freeport Parkway. The QT gas station has since been constructed. In August of 2020, City Council approved a Detail Site Plan for ITEM # 6 Page 2 of 4 a 73,190-sf Sheraton Four Points Hotel, which has not yet been constructed. Earlier this year a proposed Starbucks for this location was withdrawn. HISTORIC COMMENT: This property has no noted historical significance. TRANSPORTATION: SH 121 is a state highway built to standard. Freeport Parkway is a six-lane divided thoroughfare. Northwestern Drive is a local street. SURROUNDING LAND USE & ZONING: North: QuikTrip (PD-295-HC) South: Vacant Land – Approved for Sheraton Four Points Hotel (PD-295R-HC) East: Vacant Land – (PD-295-HC) West: SH 121 and city limits COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as appropriate for Freeway Special District. DISCUSSION: The endcaps of the block have been spoken for with the existing QT (QuikTrip) and approval of a Sheraton Four Points Hotel which has yet to be constructed. The western portion of the block is proposed to contain a Popeyes Chicken restaurant adjacent to the hotel and this proposed Tim Hortons restaurant adjacent to the QT. Tim Hortons is a coffee and bakery, originating in Canada in the 1960’s and this is one of the first locations in Texas. They have locations in Houston and Katy currently. The original proposal for the overall development showed a focal point area that contained a walkway/linear park that went down the center of the site and connected the QT site to the previously approved hotel site. This area would be amenitized and one of the PD conditions will require that the details of the focal point area require staff approval and shall be in place with the development of the buildings at the eastern portion of the property. The property itself will need to be replatted to align with the proposal and prior to any permits granted for construction. Site Plan The existing driveway from SH 121 frontage road will serve as the main entrance to the site. As the rest of the block develops, additional driveways, access easements and fire lanes will connect the different developments on this site. This site will have a sit down and drive-through. Two drive-through lanes are proposed with approximately 11 stacking spaces. The building itself will be approximately 1,600-sf and have 17 parking spaces. The majority (11) of the 17 parking spaces will be located on the SH 121 frontage side and will require a variance since the HC district requires that no more than 50% of the parking be in the front yard. The remaining six are located alongside the building. A fire lane and mutual access easement to the rear of the site will provide additional connection and circulation. ITEM # 6 Page 3 of 4 Building Elevations The building itself will be approximately 1,600-sf and rectangular in shape. The building will be a combination of brick, Nichiha, EIFS with storefront frame. The brick, Nichiha and EIFS for this proposed restaurant will match the proposed Popeyes restaurant to the southwest. Large windows will also make up the front portion of the building. A metal canopy will also accentuate the drive-through pick- up window portion of the building. Landscaping This site is less than two acres and requires 30% landscaping on-site which can include up to 5% enhanced paving, which this site has provided. The SH 121 frontage has a landscape area that is approximately 22-ft in depth, and larger outside of the parking area. Additional landscaping is provided surrounding the drive through area and along the main drive separating this site from the proposed Popeyes Restaurant. Approximately 23 trees will be planted on site. Additional shrubs and groundcover will line the landscape areas around the entire site. Signage A monument sign 4-ft wide by 4-ft high will be situated by the SH 121 frontage road entrance. It will be the same style as the proposed Popeyes, which will be on a concrete pad and have a brick base and surround that will match the building. An additional wall sign is proposed for the building. As proposed, the wall signage will require a variance to the allowable building signage area. The allowable building signage is calculated as one square foot of signage for each linear foot of front facade. This same request was previously approved for Hat Creek Burger and is being requested for Popeyes. This would be spread out to allow for their logo on the front of the building. In this case the front façade is approximately 33 feet wide. They are requesting to use the side elevation (49.7 -lf) for this calculation, to allow for a 49.8-sf sign as shown. No other signage is proposed for the building. All other signage would need to comply with city ordinances. 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. 2. A plat will be required showing the revised fire lanes and easements. 3. PD Conditions: a. To allow for the attached building signage of 49.8-sf as shown on the elevations. b. All other signage shall comply with City regulations. c. Plans for the focal point/linear park shall require staff approval. d. Parking shall be allowed in the front yard as shown. e. The brick on the trash enclosure shall match the brick on the building and have a pedestrian opening. f. Future sidewalk to be constructed by property owner when deemed necessary by the City Engineer. ITEM # 6 Page 4 of 4 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. Detail Site Plan 2. Landscape Plan 3. Building Elevations 4. Signage 0 . 1 8 ACRE S 1 23 2 34 1LOT 2R-2R2, BLOCK BZONING: PD 295-HC AREA 0.76 ACRESTIM HORTON'S1,600 SQ.FT.NOPARKING45561 2 3 5 4 6 7 8 LOT 2R-1BLOCK BPROLOGIS PARK ONE TWENTY ONEADDITIONDOC. NO. 201900276648O.P.R.D.C.T.N 41°59'33" E 157.84'ALUMINUM TXDOT L1L2 L6 L7 X-CUTFOUND5/8"CIRF"SCI"SDMH-RIM=510.0'FL-24"RCP=503.7'(SW)FL-24"RCP=503.5'(NE)TBM X-CUTN:7042425.9E:2422246.2ELEV:503.0'TBM XCSN:7042293.4E:2422062.6ELEV:512.1'FINISHED FLOORELEVATION: 502.7'ONE STORYBRICK BUILDINGBRICK WALLGATESTATE HIGHWAY 121RIGHT-OF-WAY VARIES LOT 2R-2R1BLOCK BPROLOGIS PARK ONE TWENTY ONE,LOTS 2R-2R & 3R, BLOCK BDOC. NO. 202200153246O.P.R.D.C.T.ZONING: PD 295-HC5/8" CIRF"SCI"180' LF TOORDERWINDOWE X . R 2 0 'EX.R21'ACCESS EASEMENTDOC. NO. 201900103492O.P.R.D.C.T.24' FIRE LANE & MUTUALACCESS EASEMENTDOC. NO. 201900276648O.P.R.D.C.T.30' BUILDING SETBACKDOC.NO. 202200153246O.P.R.D.C.T.EX. FH.ACCESS EASEMENTDOC. NO. 201900103492.DRAINAGE AND UTILITYEASEMENTDOC. NO. 201900103492O.P.R.D.C.T.SSMH-RIM=502.9'FL:8" PVC = 495.9'(NE)FL:8" PVC=496.0'(SW)60' LF TOORDERWINDOW3EX. PAVEPROP.MH.PROP.MH.MONUMENTSIGN30'PROP.LIGHT POLE422EX. FIRELINEEX. FIRELINE19'9'9'9'PROP.LIGHT POLE3'10'PROP. 10'UGE ESMT.EX. WATEREX. GASCROSSINGPROP. 10'WTR. ESMT.10'PROP.XFMR.6'PROP. 10'UGE ESMT.DRAINAGE AND UTILITYEASEMENTDOC. NO. 201900103492O.P.R.D.C.T.116687PROP. DUMPSTERSEE ARCH PLAN12'1 0 ' R3'R30'24'PROP.CURB INLETR30' R3' R3 'R30'24'12'14' R30'R15' 6.5'R8'R30'R3'R2.5'6'14'10.4'24'14'7.2'5'49.3'18.3'24'18'22.4'9'22.7'17.8'R3'R42.7'R26.3'R54'R8'R8'5' 22'10.3' 8.5'82.33'68.7'23.7' 99.2'R30'EX. 10'SS. ESMT.10'R8'TYP.99101011TS S R3 0 '5TYP.5TYP.534'R10'R30'PICKUPWINDOWR10'LOT 2R-2R3BLOCK BPROLOGIS PARK ONE TWENTY ONELOT 2R-2R & 3R, BLOCK BDOC. NO. 202200153246O.P.R.D.C.TZONING: PD 295-HC22'10' LS SETBACK10'10' LS SETBACK60' BLDG, SETBACK10' LS SETBACK60' BLDG.SETBACK60' BLDG.SETBACKMENU BOARDS,ORDERING BOARDZONING: PD295-HCFIRE LANE ANDMUTUAL ACCESSESMT.OFFSITE FIRE LANEMUST BE COMPLETED PRIORTO BUILDING GOING VERTICAL24'30'30' BUILDINGSETBACK30' BUILDINGSETBACK20'20' BLDG.SETBACK30'30' BLDG.SETBACKPROP. FUTURESIDEWALKPROP. FUTURESIDEWALKLEGENDPROPERTY LINECURB & GUTTERHEAVY DUTY CONCRETE PAVEMENTSTANDARD DUTY CONCRETE PAVEMENTSIDEWALK CONCRETE PAVINGSTAMPED STAINED DECORATIVE PAVING(435 S.F.)PROPOSED FULL DEPTH SAWCUTPROPOSED PARKING COUNTSEXISTING CONCRETE PAVINGFIRE LINE STRIPPINGEX. FIRE LINE STRIPPING0GRAPHIC SCALE1 inch = ft.2020402010VICINITY MAPN.T.S.SITECOUNTYSURVEY:ABSTRACT NO.DALLASE.P WORLEY995CITY:STATE:COPPELLTEXASLEGAL DESCRIPTION:PRELIMINARY SITE PLANCSM TIM HORTONSSUBMITTAL LOG:CITY SUBMITTALENGINEER1903 CENTRAL DR.SUITE #406BEDFORD, TX 76021PH. 817.281.0572FAX 817.281.0574CONTACT: CLAY CRISTY, PEEMAIL: CLAY@CLAYMOOREENG.COM11/14/2022LOT 2R-2R2, BLOCK B, ZONING PD295-HC, PROLOGIS PARK ONETWENTY ONE, AN ADDITION TO THE CITY OF COPPELL, DALLASCOUNTY, TEXAS, ACCORDING TO THE MAP OR PLAT RECORDED INCLERK'S FILE NO. 202200153246, PLAT RECORDS OF DALLASCOUNTY, TEXAS.0.76 ACRESCONSTRUCTION SCHEDULESAW CUT FULL DEPTH EXISTING PAVEMENTPROPOSED HANDICAP SYMBOLPROPOSED PAVEMENT STRIPINGPROPOSED HANDICAP SIGN4" PARKING STALL STRIPING COOR: WHITE (TYP)PROPOSED CONCRETE SIDEWALKDUMPSTER WITH ENCLOSURE (REFER TOARCHITECTURAL PLANS FOR DETAILS)PROPOSED GREASE TRAPPROPOSED PREVIEW MENU BOARDPROPOSED MENU BOARD & ORDER POINTPROPOSED ADA RAMP1234567891011HW Y 1 2 1 FREEPORT PKWYNORTHWESTERDRSITE PLANSP-1PD CONDITIONS:1.MORE THAN 50% OF THE PROVIDED PARKING TO BEALLOWED IN THE FRONT YARD2.TO ALLOW SIGNAGE BASED ON LENGTH OF BUILDINGVS FRONT WIDTH.3.THE BRICK ON THE TRASH ENCLOSURE SHOULDMATCH THE BRICK ON THE BUILDING AND SHALL HAVEA PEDESTRIAN OPENING.4.PLANS FOR THE LINEAR PARK SHALL REQUIRE STAFFAPPROVAL.5.SIDEWALK "ALONG SH. 121" SHALL BE CONSTRUCTEDBY PROPERTY OWNER WHEN DETERMINEDNECESSARY BY CITYENGINEER.10DATENo.REVISION BYDATE:SHEETFile No. 2022-1995/19/2022CHECKED:MAMDRAWN:CLCDESIGN:CLCTIM HORTONS 340 N. SH 121 COPPELL, TEXAS 1903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPRELIMINARYCLAYMOORE ENGINEERINGTEXAS REGISTRATION #14199NOTES:1.ALL DIMENSIONS ARE TO FACE OF CURBUNLESS OTHERWISE NOTED.2.REFER TO ARCHITECTURAL PLANS FORBUILDING DIMENSIONS AND EXACT DOORLOCATIONS.3.REFER TO ARCHITECTURAL PLANS FORFENCE AND GATE DETAILS.OWNER / DEVELOPERCSM GROUP10190 KATY FREEWAY, SUITE 350HOUSTON, TX 77043PH: 713.266.8799CONTACT: FELIX ZAMIKOVSKYEMAIL: FELIXZ@CSMGROUP.ORGZONING: PD 295-HCHOURS OF OPERATION5:00 AM - 8:00 PM P R O L O G I S P A R K O N E TW E N T Y O N E A D D I T I O N D O C . N O . 2 0 1 9 0 0 2 7 6 6 4 8 O . P . R . D . C . T . S D M H - R I M = 5 1 0 . 0 ' F L - 2 4 " R C P = 5 0 3 . 7 ' ( SW ) F L - 2 4 " R C P = 5 0 3 . 5 ' ( N E ) S SM H - R IM = 5 0 2 . 9 ' F L - 8 " P V C = 4 9 5 . 9 ' ( N E ) F L - 8 " P V C = 4 9 6 . 0 ' ( SW ) T BM X - C U T N : 7 0 4 2 4 2 5 . 9 E : 2 4 2 2 2 4 6 . 2 E L E V : 5 0 3 . 0 ' T BM X C S N : 7 0 4 2 2 9 3 . 4 E : 2 4 2 2 0 6 2 . 6 E L E V : 5 1 2 . 1 ' F I N I S H E D F L O O R E L E V A T I O N : 5 0 2 . 7 ' O N E S T O R Y B R I C K B U I L D I N G B R I C K W A L LGA T E STATE HIGHWAY 121RIGHT-OF-WAY VARIES 6 0 ' B U I L D I N G S E T B A C K D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 3 0 ' B U I L D I N G S E T B A C K D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 2 4 ' F I R E L A N E & M U T U A L A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 2 7 6 6 4 8 O . P . R . D . C . T . A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 1 0 3 4 9 2 O . P . R . D . C . T . A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 1 0 3 4 9 2 O . P . R . D . C . T . L O T 2 R - 2 R B L O C K B P R O L O G I S P A R K O N E TW E N T Y O N E , L O T S 2 R - 2 R & 3 R , B L O C K B D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 3 . 7 7 A C R E S T S S12 910 67 511121314 4L O T A R E A 0 . 7 6 A C R E S T IM H O R T O N ' S 1, 6 0 0 S Q . F T .NOPARKING3810' LANDSCAPEBUFFER1 5 ' L A N D S C A P E B U F F E R 5 JB 6 RA 5 LC 4 QS 3 MG 3 CC 1 QB 53 IN 19 IN 28 EA 1 QB 1 QB 1 QV 1 QB 3 QV 1 QVFRONT YARDFRONT YARDPOWER POLE OVERHEAD POWER LINE 3 QM DATENo.REVISIONBYDATE: SHEET File No. 2022-199 5/19/2022 CHECKED:MAM DRAWN:CLC DESIGN:CLCTIM HORTONSCOPPELL, TEXAS1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPRELIMINARY CLAYMOORE ENGINEERING TEXAS REGISTRATION #14199 (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. ROOT BARRIERS Scale 1" = 20' 10'40'20'0' LANDSCAPE CALCULATIONS MULCHES AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICK LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). LP-1LANDSCAPE PLANTINGSTEEL EDGING BETWEEN TURF AREAS AND PLANTING BEDS (TYP.) PLANT SCHEDULE GENERAL GRADING AND PLANTING NOTES 1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e.ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 6.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.HISTEC CTTESAETST AIREG 33 O F 4 2 ET XR LDRE CAANDS EP A DARCY R BR A NDONPROTECTIVE FENCING FOR EXISTING TREES (TYP.) TOTAL SITE AREA:32,924 SF (0.76 AC) TOTAL LANDSCAPE AREA REQUIRED (30%)9,877 SF TOTAL NONEXEMPT LANDSCAPE AREA PROVIDED (33.5%)11,057 SF PARKING LOT LANDSCAPING INTERIOR LANDSCAPING REQUIRED PROVIDED 10% OF THE GROSS NON-EXEMPT AREA 11,057 SF x 10% = 1,105 SF 2,289 SF (11.8%) 1 TREE / 400 SF 1,105 SF / 400 SF = 3 TREES 3 TREES PERIMETER LANDSCAPING PUBLIC R.O.W. - VEHICULAR USE AREAS (VUA) PERIMETER LANDSCAPE AREA 15' WIDE 15' / 2,156 SF ALONG ALL PROPERTY LINES PERIMETER LANDSCAPE AREA 10' WIDE 10' / 3,349 SF 1 TREE PER 50 LF R.O.W. PERIMETER, 165 LF/50 = 4 TREES 4 TREES NE PERIMETER 203 LF/50 = 4 TREES 4 TREES SE PERIMETER 165 LF/50 = 4 TREES 4 TREES SW PERIMETER 197 LF/50 = 4 TREES 4 TREES NON-VEHICULAR OPEN SPACE FEATURE LANDSCAPING REQUIRED PROVIDED 15% OF LOT NONEXEMPT AREA 11,057 SF x 15% = 1,659 SF 1,943 SF (24%) 50% SHALL BE IN REQ. FRONT YARD 1,659 SF x 50% = 830 SF 1,189 SF TREES PERCENTAGE OF SITE IN NON-VEHICULAR OPEN SPACE / TOTAL SITE 11,057 / 32,924 = 33.5% 1 TREE / 3,000 SF (PER CHART SEC. 12-34-9) 11,057 / 3,000 = 4 TREES 4 TREES TOTAL TREES REQUIRED = 23 23 TREES PROVIDED DATE: 06/05/2023 TREES CODE BOTANICAL / COMMON NAME CALIPER ROOT HEIGHT QTY CC Cercis canadensis 'Forest Pansy' / Forest Pansy Redbud 3" Cal.B&B or Cont.7' min.6=2 Substitute for one (1) Overstory Trees at 3:1 ratio per City of Coppell MG Magnolia grandiflora 'Little Gem' / Little Gem Magnolia 3" Cal.B&B or Cont.7' min.3=1 Substitute for one (1) Overstory Trees at 3:1 ratio per City of Coppell QB Quercus buckleyi / Texas Red Oak 3" Cal.B&B or Cont.10' min.4 QM Quercus muhlenbergia / Chinquapin Oak 3" Cal.B&B or Cont.10' min.3 QS Quercus shumardii / Shumard Red Oak 3" Cal.B&B or Cont.10' min.8 QV Quercus virginiana / Southern Live Oak 3" Cal.B&B or Cont.10' min.5 SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING EA Euonymus alatus 'Compactus' / Dwarf Burning Bush 5 gal.Cont.36" o.c.27 24" tall at the time of planting IN Ilex vomitoria `Nana` / Dwarf Yaupon 5 gal.Cont.36" o.c.67 24" tall at the time of planting JB Juniperus conferta `Blue Pacific` / Blue Pacific Shore Juniper 1 gal.Cont.36" o.c.5 LC Loropetalum chinense `Crimson Fire` / Crimson Fire Loropetalum 5 gal.Cont.36" o.c.5 24" tall at the time of planting RA Rhaphiolepis indica `Alba` / White Indian Hawthorn 5 gal.Cont.36" o.c.6 24" tall at the time of planting GROUND COVERS CODE BOTANICAL / COMMON NAME QTY CH Cynodon dactylon '419 Hybrid' / Bermudagrass Sod 7,477 sf TA Trachelospermum asiaticum / Asian Jasmine 1 gal.431 sf 18" o.c. PLANT_SCHEDULE P R O L O G I S P A R K O N E TW E N T Y O N E D O C . N O . 2 0 1 9 0 0 2 7 6 6 4 8 L 1 L2L6L7A LUM INUM T XDO TMONUMEN T FOUND X- C U T F O U N D 5/ 8 " C I R F " S C I " S D M H - R I M = 5 1 0 . 0 ' F L - 2 4 " R C P = 5 0 3 . 7 ' ( SW ) F L - 2 4 " R C P = 5 0 3 . 5 ' ( N E ) S SM H - R IM = 5 0 2 . 9 ' F L - 8 " P V C = 4 9 5 . 9 ' ( N E ) F L - 8 " P V C = 4 9 6 . 0 ' ( SW ) T B M X - C U T N : 7 0 4 2 4 2 5 . 9 E : 2 4 2 2 2 4 6 . 2 E L E V : 5 0 3 . 0 ' T B M X C S N : 7 0 4 2 2 9 3 . 4 E : 2 4 2 2 0 6 2 . 6 E L E V : 5 1 2 . 1 ' F I N I S H E D F L O O R E L E V A T I O N : 5 0 2 . 7 ' O N E S T O R Y B R I C K B U I L D I N G 4915 4916 4917 4918 4919 4925 4930 4931 4932 4933 4934 4935 4936 4937 4938 4939 4940 4941 B R I C K W A L L G A T E STATE HIGHWAY 121RIGHT-OF-WAY VARIES 6 0 ' B U I L D I N G S E T B A C K D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 3 0 ' B U I L D I N G S E T B A C K D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 4914 2 4 ' F I R E L A N E & M U T U A L A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 2 7 6 6 4 8 O . P . R . D . C . T . A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 1 0 3 4 9 2 O . P . R . D . C . T . A C C E S S E A S E M E N T D O C . N O . 2 0 1 9 0 0 1 0 3 4 9 2 O . P . R . D . C . T . L O T 2 R - 2 R B L O C K B P R O L O G I S P A R K O N E TW E N T Y O N E , L O T S 2 R - 2 R & 3 R , B L O C K B D O C . N O . 2 0 2 2 0 0 1 5 3 2 4 6 O . P . R . D . C . T . 3 . 7 7 A C R E S 5/ 8 " C I R F " S C I " T S S NOPARKINGPOWER POLE OVERHEAD POWER LINE DATENo.REVISIONBYDATE: SHEET File No. 2022-199 5/19/2022 CHECKED:MAM DRAWN:CLC DESIGN:CLCTIM HORTONSCOPPELL, TEXAS1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPRELIMINARY CLAYMOORE ENGINEERING TEXAS REGISTRATION #14199 Scale 1" = 20' 10'40'20'0' (800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P TD-1TREE DISPOSITION PLAN4937 LEGEND EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED TREE MITIGATION CALCULATIONS EXISTING TREE TO BE REMOVED 4938 4934 4935 4936 49334941 4940 4932 4931 4930 HISTEC CTTESAETSTAIREG 33 O F 4 2 ET XR LD RECAANDS EP A DARCY R BR A NDONON SITE TREE SURVEY & MITIGATION CALCULATIONS OFF SITE TREE SURVEY & INDEMNIFICATION DESCRIPTION CALIPER MITIGATION TOTAL PROTECTED TREE CALIPER INCHES TO BE REMOVED ON SITE 189" REPLACEMENT MITIGATION CALIPER INCHES FOR PROTECTED TREES (6'-<24") (1:1 RATIO)64"64" TOTAL SPECIMEN TREE CALIPER INCHES TO BE REMOVED ON SITE 125" TOTAL REPLACEMENT MITIGATION CALIPER INCHES FOR SPECIMEN TREES (>24") (10:1 RATIO)1,250" TOTAL REPLACEMENT MITIGATION FOR PROTECTED & SPECIMEN TREES 1,314" TREE REPLACEMENT CREDITS (CITY LANDSCAPE REQUIREMENTS - 29-3" CAL TREES)87" TOTAL REPLACEMENT INCHES AFTER CREDITS 1,227" TOTAL COST FOR PROTECTED TREE CALIPER INCHES TO BE REMOVED ON SITE (10"-24" CALIPER)0* TOTAL COST FOR SPECIMEN TREE CALIPER INCHES TO BE REMOVED ON SITE TBD** *FOR PROTECTED TREES, MITIGATION WILL BE MADE IN THE AMOUNT OF $100.00 PER ONE INCH DBH FOR TREES LESS THAN 12 INCHES DBH AND $200.00 PER ONE INCH DBH FOR TREES 12 INCHES DBH AND GREATER. ALL PROTECTED TREES 10"-24" ARE MITIGATED BY PLANTING NEW TREES. **FOR SPECIMEN TREES, MITIGATION WILL BE MADE FOR THE APPRAISED VALUE OF THE REMOVED TREE AS DETERMINED BY CLTA (COUNCIL OF LANDSCAPING TREE APPRAISERS) GUIDELINES DATE: 06/05/2023 GRAY SHOWER, BENJAMIN MOORE 2125-30 PT.2 WHITE HERON, SHERWIN WILIAMS 7627 PT.1 ACME BRICK ROYAL BIRKDALE BRK.1 INTERSTATE BRICK MIDNIGHT BLACK BRK.2 STONINGTON GREY, BENJAMIN MOORE HC-170 PT.3 NICHIHA FIBER CEMENT VINTAGE WOOD AWP 3030 BLACK IRON, BENJAMIN MOORE 2120-20 PT.4 TO MATCH BRK.1 EIFS.2 WHITE HERON, SHERWIN WILIAMS 7627 EIFS.1 TO MATCH BRK.2 EIFS.3 GRAY SHOWER, BENJAMIN MOORE 2125-30 EIFS.4 T/O CONC. SLAB PROPOSED FRONT ELEVATION2 A5 SCALE: 1/4"=1' - 0" T/O WINDOWS T/O LOW PARAPET T/O HIGH PARAPET T/O TOWER 0'-0" 9'-2" 17'-10" 19'-10" 23'- 4" T/O OF PEAK14'-11" 0'-0" 9'-2" T/O CONC. SLAB T/O WINDOWS T/O HIGH PARAPET19'-10" PROPOSED SIDE ELEVATION1 A5 SCALE: 1/4"=1' - 0" T/O TOWER23'- 4" T/O LOW PARAPET 17'-10" U/S OF DRIVE-THRU10'-10" CANOPY 49'-7" 3 SQFT 45 SQFT NICHIHA EIFS.1 BRK.1BRK.2 32'-8 1/2" NICHIHA BRK.2 BRK.1 EIFS.2EIFS.3 EIFS.4 EIFS.4 PT.4 PT.4 PT.2 EIFS MATERIAL % PER ELEVATION BRICK EIFS GLAZINGNICHIHA FRONT 20%0%30%50% DT 45%2%26% REAR 61%39%0%0% SIDE 43%14%11%32% TOTAL 42%20%11%27% 27% LENGTH OF BUILDING 49'-7" ALLOWABLE SIGNAGE 49.58 SQFT PROVIDED SIGNAGE 48.00 SQFT A5 EXTERIOR ELEVATIONS A5 3 SECTION DETAIL @ TYPICAL SCALE: 2 12"=1'-0"EIFS REVEAL EXTERIOR ELEVATION NOTES GENERAL NOTES 1.SEALANT / CAULKING AROUND DOOR / WINDOW FRAMES. COLOUR: TO MATCH WINDOW / DOOR FRAMES. 2.THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND FOLLOW ALL DRAWINGS AND SPECIFICATIONS. SYMBOL LEGEND NOTE REFERENCE REFER TO ELEVATION NOTES1 FINISH TYPEFN# Location TBD Project No.Drawing No. Scale Drawn Date Checked 75019 Drawing Title Store Type Project Description DRAWINGS REVISED AS PER DESIGN BULLETIN No.Date Description Description REVISIONS No.Date ISSUE TABLE No.(mm/dd/yy)Date N PROJECT NORTH US WELCOME 2020 MODEL 1600-21 (OPTION 1) THIS DRAWING IS OWNED BY OR LICENSED FOR USE BY TIM HORTONS ( OR ITS AFFILIATED OR RELATED COMPANIES) AND MAY NOT BE REPRODUCED, USED, DOWNLOADED, DISSEMINATED, PUBLISHED, OR TRANSFERRED IN ANY FORM OR BY ANY MEANS, EXCEPT WITH THE PRIOR WRITTEN CONSENT OF TIM HORTONS. COPYRIGHT INFRINGEMENT IS A VIOLATION OF FEDERAL LAW SUBJECT TO CRIMINAL AND CIVIL PENALTIES. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND TO REPORT ANY DISCREPANCIES TO THE TIM HORTONS REPRESENTATIVE PRIOR TO COMMENCING WORK. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES UNLESS INDICATED BY TIM HORTONS AS "ISSUED FOR CONSTRUCTION". JUNE 2023AS SHOWN TBD NORTHWESTERN DR. MEP CONSULTANT LOGO GRGA COPPELL, TX NOT FOR REGULATORY APPROVAL, PERMITTING, or CONSTRUCTION GREG RYDEN, ARCHITECT DATE: 06/02/2023 PRE-FINISHED METAL CAP FLASHING C/W DRIP. G.C TO PROVIDE AND INSTALL DOUBLE LAYER OF REINFORCING MESH TO MIN. 2'-2" (TO MATCH THE SPANDREL HEIGHT ON THE LOWER WINDOWS AND THE COLOR TRANSITION) ABOVE GRADE AT ALL EIFS LOCATIONS (TYP.) IN ORDER TO ATTAIN ABUSE RESISTANCE STUCCO SYSTEM. PRE-FINISHED METAL FLASHING. EXTRUDED ALUMINUM SIDING, COLOR: CANADIAN SHIELD. REFER TO EXTERIOR FINISH SCHEDULE. EIFS FC-8 TO EXTEND TO TOP OF PAINTED STRIPE. REFER TO EXTERIOR FINISH SCHEDULE. PRE-FINISHED 'BLACK ANODIZED' ALUMINUM STOREFRONT SYSTEM WITH INSULATED GLAZING; REFER TO A11. EXPOSED FOUNDATION TO BE PARGED AND FREE OF IMPERFECTIONS. GAS UTILITY METER; REFER TO CIVIL DRAWINGS OVERFLOW SCUPPER, LEVEL OF OUTFLOW TO BE 2" ABOVE PRIMARY DOWNSPOUT: RE: 7/A4 INTERNALLY ILLUMINATED BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGN COMPANY "COFFEE & BAKERY" SCRIPT LETTERS ARE "WHITE". G.C TO PROVIDE AND INSTALL 34" EXTERIOR GRADE PRESSURE TREATED PLYWOOD BACKING AND ALL FINAL ELECTRICAL CONNECTION. SIGN MANUFACTURER SHALL OBTAIN STRUCTURALLY SEALED DRAWINGS AND SIGNAGE PERMITS FROM THE CITY BASED ON LOCAL REQUIREMENTS. G.C SHALL VERIFY ACTUAL LOCATION & SIZE OF SIGNS WITH SIGN MANUFACTURER'S APPROVED DRAWINGS AND COORDINATE LOCATIONS OF BLOCKING AND UTILITIES. G.C TO COORDINATE WITH SIGN INSTALLER TO USE VHM DRILL BIT WHILE DRILLING FOR ELECTRICAL FEED LINES AND SIGNAGE FASTENERS. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY TDL PRIOR TO PRODUCTION. GALVANIZED STEEL ROOF ACCESS LADDER TO BE PRIMED AND PAINTED P-08 EXTERIOR STAMP ART TO BE INSTALLED BY G.C. PROVIDE & INSTALL 6" DIAMETER STEEL PIPE BOLLARD AT DRIVE-THRU WINDOW. G.C. TO PAINT P-17. REFER TO EXTERIOR FINISH SCHEDULE. AUTOMATIC DRIVE THRU WINDOW C/W BODY SENSOR. REFER TO SHEET A11 FOR DETAILS & SPECIFIED MODEL. NO ENTRY DECAL BY SIGNAGE SUPPLIER, TO BE INSTALLED BY G.C. PRE-FINISHED GALVANIZED STEEL DOWNSPOUT & COLLECTOR BOX PAINTED P-08 OR FACTORY FINISH BLACK. REFER TO CIVIL DRAWINGS FOR TO DETERMINE IF DOWNSPOUTS ARE SPLASHING ON CONCRETE PAD OR TIED TO THE STORM SEWER LINE. EXTERIOR RECYCLING UNIT SUPPLIED BY TDL GROUP LTD. & INSTALLED BY G.C. DASHED LINE INDICATES T/O ROOF BEHIND PARAPET. C/T CABINET/ DISCONNECT SWITCH AND ELECTRICAL METER. LINE OF PARAPET WALLS BEYOND. GENERAL PURPOSE EXTERIOR LIGHTING FIXTURES. EMERGENCY REM-2 LIGHTING (FINISH - SILVER). REFER TO ELECTRICAL DRAWINGS. METAL RAILING SUPPLIED AND INSTALLED BY G.C . REFER TO ARCHITECTURAL AND CIVIL SITE PLAN(S) FOR LOCATION. PAINT FINISH P-08 OR FACTORY FINISH BLACK. REFER TO DETAIL 9a/A8. KNOX BOX SUPPLIED AND INSTALLED BY G.C. TYPE AND LOCATION TBD BY LOCAL FIRE DEPARTMENT. G.C TO COORDINATE. ALL BASE FLASHING TO MATCH ADJACENT MATERIAL COLORS. HOSE BIB. G.C. TO PAINT. COLOUR TO MATCH ADJACENT STUCCO COORDINATE EXACT LOCATION WITH G.C. REFER TO MECHANICAL DRAWINGS. 12" X 12" REVEAL LINE IN STUCCO FINISH. REFER TO DETAIL 3/A5. G.C TO PROVIDE & INSTALL S/S KICK PLATES (AT BOTTOM PANELS) ON BOTH SIDES OF MAIN ENTRANCE DOORS & EXIT DOORS. REFER TO SHEET A11 FOR SPECS. CURB TO PROJECT 8" FROM FACE OF FACADE, REFER TO CIVIL DRAWINGS.. NOT USED APPROXIMATE OUTLINE OF HVAC UNITS, REFER TO MECHANICAL DRAWINGS. C-CHANNEL BAND FURNISED BY THUSA VIA SCHA AND INSTALLED BY G.C., BRACKET SUPPORT, LED STRIP LIGHTS AND DRIVERS ( TO BE SUPPLIED BY LEKTRON BRANDING SOLUTIONS). G.C TO PROVIDE AND INSTALL PRE FINISHED BRAKE METAL TRIM (COLOR: MATCH WINDOW FRAMES) BEHIND THE ENTIRE LENGTH OF LEKTRON BAND AND WIDTH TO BE MATCH LEKTRON BAND SIZE (5 12"). G.C TO PROVIDE & INSTALL APPROXIMATELY 134'-0" RUNNING LENGTH OF EXTERIOR ILLUMINATED LED STRIP LIGHTING ( CL-2 BY LEKTRON BRANDING SOLUTIONS ) AT C-CHANNEL BAND. REFER TO SHEET SP7 FOR CONTACT INFORMATION (COORDINATE WITH LEKTRON BRANDING SOLUTIONS) AND DETAIL 2/A7 FOR INSTALLATION OF LED STRIP LIGHT AND C-CHANNEL PANNEL SCHEDULE ON A5. EIFS FC-7 . REFER TO EXTERIOR FINISH SCHEDULE. WALL SCONCE LIGHTING. REFER TO EXTERIOR FINISH SCHEDULE. SIGN FABRICATOR TO PROVIDE AND INSTALL (MIN. 8" HIGH) ADDRESS VINYL ADHESIVE. G.C. TO COORDINATE W/ SIGN FABRICATOR. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY TDL PRIOR TO PRODUCTION. SIGN FABRICATOR TO PROVIDE AND INSTALL 2'-0" DIAMETER TIM HORTONS VINYL ADHESIVE AS WELL AS INDIVIDUAL WHITE ADDRESS NUMBERS. G.C. TO COORDINATE WITH SIGN FABRICATOR. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY TDL PRIOR TO PRODUCTION. G.C. TO COORDINATE WITH UTILITY COMPANIES FOR PLACEMENT/ LOCATION FOR BOLLARDS. G.C. TO PROVIDE 6" DIA. METAL BOLLARD FILL W/ CONCRETE AND PAINTED. G.C. TO PAINT P-17. REFER TO EXTERIOR FINISH SCHEDULE. CONCRETE SIDEWALK (BY G.C). REFER TO ARCHITECTURAL AND CIVIL SITE PLAN(S). PREFABRICATED DRIVE-THRU CANOPY. G.C. TO ENSURE THE CANOPY IS ALIGNED WITH P-02 ACCENT STRIP.REFER TO EXTERIOR FINISH SCHEDULE FOR TYPE AND FINISH AND TO DETAIL 1/A7.2 FOR INSTALLATION. REFER TO STRUCTURAL DRAWINGS FOR CANOPY SUPPORT. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 GRAY SHOWER, BENJAMIN MOORE 2125-30 PT.2 WHITE HERON, SHERWIN WILIAMS 7627 PT.1 ACME BRICK ROYAL BIRKDALE BRK.1 INTERSTATE BRICK MIDNIGHT BLACK BRK.2 STONINGTON GREY, BENJAMIN MOORE HC-170 PT.3 NICHIHA FIBER CEMENT VINTAGE WOOD AWP 3030 BLACK IRON, BENJAMIN MOORE 2120-20 PT.4 TO MATCH BRK.1 EIFS.2 WHITE HERON, SHERWIN WILIAMS 7627 EIFS.1 TO MATCH BRK.2 EIFS.3 GRAY SHOWER, BENJAMIN MOORE 2125-30 EIFS.4 T/O CONC. SLAB T/O HIGH PARAPET T/O CONC. SLAB PROPOSED DRIVE THRU ELEVATION1 A5.1 SCALE: 1/4"=1' - 0" PROPOSED REAR ELEVATION2 A5.1 SCALE: 1/4"=1' - 0" T/O TOWER T/O LOW PARAPET T/O D/T WINDOW SILL T/O HIGH PARAPET T/O TOWER T/O LOW PARAPET 0'-0" 19'-10" 23'- 4" 17'-10" 0'-0" 3'-0" 19'-10" 23'- 4" 17'-10" T/O D/T WINDOW6'-7 1/2" U/S OF DRIVE-THRU 10'-10" CANOPY U/S OF DRIVE-THRU10'-10" CANOPY BRK.2 BRK.1 BRK.1BRK.2 NICHIHA EIFS.3EIFS.2 EIFS.4 EIFS.4 EIFS.1 EIFS.1 PT.2 PT.4 PT.3 PT.2PT.2 PT.2 PT.2 PT.4 PT.4 PT.4 MATERIAL % PER ELEVATION BRICK EIFS GLAZINGNICHIHA FRONT 20%0%30%50% DT 45%2%26% REAR 61%39%0%0% SIDE 43%14%11%32% TOTAL 42%20%11%27% 27% LENGTH OF BUILDING 49'-7" ALLOWABLE SIGNAGE 49.58 SQFT PROVIDED SIGNAGE 48.00 SQFT A5.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATION NOTES GENERAL NOTES 1.SEALANT / CAULKING AROUND DOOR / WINDOW FRAMES. COLOUR: TO MATCH WINDOW / DOOR FRAMES. 2.THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND FOLLOW ALL DRAWINGS AND SPECIFICATIONS. SYMBOL LEGEND NOTE REFERENCE REFER TO ELEVATION NOTES1 FINISH TYPEFN# Location TBD Project No.Drawing No. Scale Drawn Date Checked 75019 Drawing Title Store Type Project Description DRAWINGS REVISED AS PER DESIGN BULLETIN No.Date Description Description REVISIONS No.Date ISSUE TABLE No.(mm/dd/yy)Date N PROJECT NORTH US WELCOME 2020 MODEL 1600-21 (OPTION 1) THIS DRAWING IS OWNED BY OR LICENSED FOR USE BY TIM HORTONS ( OR ITS AFFILIATED OR RELATED COMPANIES) AND MAY NOT BE REPRODUCED, USED, DOWNLOADED, DISSEMINATED, PUBLISHED, OR TRANSFERRED IN ANY FORM OR BY ANY MEANS, EXCEPT WITH THE PRIOR WRITTEN CONSENT OF TIM HORTONS. COPYRIGHT INFRINGEMENT IS A VIOLATION OF FEDERAL LAW SUBJECT TO CRIMINAL AND CIVIL PENALTIES. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND TO REPORT ANY DISCREPANCIES TO THE TIM HORTONS REPRESENTATIVE PRIOR TO COMMENCING WORK. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES UNLESS INDICATED BY TIM HORTONS AS "ISSUED FOR CONSTRUCTION". JUNE 2023AS SHOWN TBD NORTHWESTERN DR. MEP CONSULTANT LOGO GRGA COPPELL, TX NOT FOR REGULATORY APPROVAL, PERMITTING, or CONSTRUCTION GREG RYDEN, ARCHITECT DATE: 06/02/2023 PRE-FINISHED METAL CAP FLASHING C/W DRIP. G.C TO PROVIDE AND INSTALL DOUBLE LAYER OF REINFORCING MESH TO MIN. 2'-2" (TO MATCH THE SPANDREL HEIGHT ON THE LOWER WINDOWS AND THE COLOR TRANSITION) ABOVE GRADE AT ALL EIFS LOCATIONS (TYP.) IN ORDER TO ATTAIN ABUSE RESISTANCE STUCCO SYSTEM. PRE-FINISHED METAL FLASHING. EXTRUDED ALUMINUM SIDING, COLOR: CANADIAN SHIELD. REFER TO EXTERIOR FINISH SCHEDULE. EIFS FC-8 TO EXTEND TO TOP OF PAINTED STRIPE. REFER TO EXTERIOR FINISH SCHEDULE. PRE-FINISHED 'BLACK ANODIZED' ALUMINUM STOREFRONT SYSTEM WITH INSULATED GLAZING; REFER TO A11. EXPOSED FOUNDATION TO BE PARGED AND FREE OF IMPERFECTIONS. GAS UTILITY METER; REFER TO CIVIL DRAWINGS OVERFLOW SCUPPER, LEVEL OF OUTFLOW TO BE 2" ABOVE PRIMARY DOWNSPOUT: RE: 7/A4 INTERNALLY ILLUMINATED BUILDING SIGNAGE PROVIDED AND INSTALLED BY SIGN COMPANY "COFFEE & BAKERY" SCRIPT LETTERS ARE "WHITE". G.C TO PROVIDE AND INSTALL 34" EXTERIOR GRADE PRESSURE TREATED PLYWOOD BACKING AND ALL FINAL ELECTRICAL CONNECTION. SIGN MANUFACTURER SHALL OBTAIN STRUCTURALLY SEALED DRAWINGS AND SIGNAGE PERMITS FROM THE CITY BASED ON LOCAL REQUIREMENTS. G.C SHALL VERIFY ACTUAL LOCATION & SIZE OF SIGNS WITH SIGN MANUFACTURER'S APPROVED DRAWINGS AND COORDINATE LOCATIONS OF BLOCKING AND UTILITIES. G.C TO COORDINATE WITH SIGN INSTALLER TO USE VHM DRILL BIT WHILE DRILLING FOR ELECTRICAL FEED LINES AND SIGNAGE FASTENERS. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY TDL PRIOR TO PRODUCTION. GALVANIZED STEEL ROOF ACCESS LADDER TO BE PRIMED AND PAINTED P-08 EXTERIOR STAMP ART TO BE INSTALLED BY G.C. PROVIDE & INSTALL 6" DIAMETER STEEL PIPE BOLLARD AT DRIVE-THRU WINDOW. G.C. TO PAINT P-17. REFER TO EXTERIOR FINISH SCHEDULE. AUTOMATIC DRIVE THRU WINDOW C/W BODY SENSOR. REFER TO SHEET A11 FOR DETAILS & SPECIFIED MODEL. NO ENTRY DECAL BY SIGNAGE SUPPLIER, TO BE INSTALLED BY G.C. PRE-FINISHED GALVANIZED STEEL DOWNSPOUT & COLLECTOR BOX PAINTED P-08 OR FACTORY FINISH BLACK. REFER TO CIVIL DRAWINGS FOR TO DETERMINE IF DOWNSPOUTS ARE SPLASHING ON CONCRETE PAD OR TIED TO THE STORM SEWER LINE. EXTERIOR RECYCLING UNIT SUPPLIED BY TDL GROUP LTD. & INSTALLED BY G.C. DASHED LINE INDICATES T/O ROOF BEHIND PARAPET. C/T CABINET/ DISCONNECT SWITCH AND ELECTRICAL METER. LINE OF PARAPET WALLS BEYOND. GENERAL PURPOSE EXTERIOR LIGHTING FIXTURES. EMERGENCY REM-2 LIGHTING (FINISH - SILVER). REFER TO ELECTRICAL DRAWINGS. METAL RAILING SUPPLIED AND INSTALLED BY G.C . REFER TO ARCHITECTURAL AND CIVIL SITE PLAN(S) FOR LOCATION. PAINT FINISH P-08 OR FACTORY FINISH BLACK. REFER TO DETAIL 9a/A8. KNOX BOX SUPPLIED AND INSTALLED BY G.C. TYPE AND LOCATION TBD BY LOCAL FIRE DEPARTMENT. G.C TO COORDINATE. ALL BASE FLASHING TO MATCH ADJACENT MATERIAL COLORS. HOSE BIB. G.C. TO PAINT. COLOUR TO MATCH ADJACENT STUCCO COORDINATE EXACT LOCATION WITH G.C. REFER TO MECHANICAL DRAWINGS. 12" X 12" REVEAL LINE IN STUCCO FINISH. REFER TO DETAIL 3/A5. G.C TO PROVIDE & INSTALL S/S KICK PLATES (AT BOTTOM PANELS) ON BOTH SIDES OF MAIN ENTRANCE DOORS & EXIT DOORS. REFER TO SHEET A11 FOR SPECS. CURB TO PROJECT 8" FROM FACE OF FACADE, REFER TO CIVIL DRAWINGS.. NOT USED APPROXIMATE OUTLINE OF HVAC UNITS, REFER TO MECHANICAL DRAWINGS. C-CHANNEL BAND FURNISED BY THUSA VIA SCHA AND INSTALLED BY G.C., BRACKET SUPPORT, LED STRIP LIGHTS AND DRIVERS ( TO BE SUPPLIED BY LEKTRON BRANDING SOLUTIONS). G.C TO PROVIDE AND INSTALL PRE FINISHED BRAKE METAL TRIM (COLOR: MATCH WINDOW FRAMES) BEHIND THE ENTIRE LENGTH OF LEKTRON BAND AND WIDTH TO BE MATCH LEKTRON BAND SIZE (5 12"). G.C TO PROVIDE & INSTALL APPROXIMATELY 134'-0" RUNNING LENGTH OF EXTERIOR ILLUMINATED LED STRIP LIGHTING ( CL-2 BY LEKTRON BRANDING SOLUTIONS ) AT C-CHANNEL BAND. REFER TO SHEET SP7 FOR CONTACT INFORMATION (COORDINATE WITH LEKTRON BRANDING SOLUTIONS) AND DETAIL 2/A7 FOR INSTALLATION OF LED STRIP LIGHT AND C-CHANNEL PANNEL SCHEDULE ON A5. EIFS FC-7 . REFER TO EXTERIOR FINISH SCHEDULE. WALL SCONCE LIGHTING. REFER TO EXTERIOR FINISH SCHEDULE. SIGN FABRICATOR TO PROVIDE AND INSTALL (MIN. 8" HIGH) ADDRESS VINYL ADHESIVE. G.C. TO COORDINATE W/ SIGN FABRICATOR. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY TDL PRIOR TO PRODUCTION. SIGN FABRICATOR TO PROVIDE AND INSTALL 2'-0" DIAMETER TIM HORTONS VINYL ADHESIVE AS WELL AS INDIVIDUAL WHITE ADDRESS NUMBERS. G.C. TO COORDINATE WITH SIGN FABRICATOR. ALL ELEMENTS PROVIDED BY SIGNAGE FABRICATOR TO BE REVIEWED AND APPROVED BY TDL PRIOR TO PRODUCTION. G.C. TO COORDINATE WITH UTILITY COMPANIES FOR PLACEMENT/ LOCATION FOR BOLLARDS. G.C. TO PROVIDE 6" DIA. METAL BOLLARD FILL W/ CONCRETE AND PAINTED. G.C. TO PAINT P-17. REFER TO EXTERIOR FINISH SCHEDULE. CONCRETE SIDEWALK (BY G.C). REFER TO ARCHITECTURAL AND CIVIL SITE PLAN(S). PREFABRICATED DRIVE-THRU CANOPY. G.C. TO ENSURE THE CANOPY IS ALIGNED WITH P-02 ACCENT STRIP.REFER TO EXTERIOR FINISH SCHEDULE FOR TYPE AND FINISH AND TO DETAIL 1/A7.2 FOR INSTALLATION. REFER TO STRUCTURAL DRAWINGS FOR CANOPY SUPPORT. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 36”CHANNEL LETTERS W/ SUBSIGN N1 FRONT VIEW SCALE: 1/2”=1’ QTY: 1 54.6 FT2 3/16” #2415 RED PLEX FACE 1” RED TRIMCAP RED SLOAN LEDS LAG SCREWS .040 ALUMINUM RETURNS (GLOSS BLACK) CONDUIT EXISTING WALL/STRUCTURE VARIES PER LOCATION 1/8” ACM BACK 5" TIM HORTONS SIDE SECTION VIEW SCALE: NTS COFFEE & BAKERY SIDE SECTION VIEW SCALE: NTS 3” Power Supply Info. ( ) Sloan power supply qty Variable Input: 100VAC~277VAC 50-60 Hz Max 0.80A Output: 60W @ 12VDC, Class 2 LED Info. ( ) sloan led (red)qty .30 watts / module (totals) This Sign To Be Constructed And Installed According To Article Code 250 & 600 Of Nec. Grounding And Bonding Of Sign As Per Nec 250 a #2415 RED (PMS 186) b GLOSS BLACK 8"8’-0 1/4”7"36"14'-10 11/16" 5” 3” ELEVATION VIEW SCALE: 1/2”=1’ SIDE VIEW SCALE: 1/2”=1’ D.MADDEN Client Signature:Qty: Signature Date: TBDNOTEDTBDNOTED COFFEE & BAKERY provide sf 44.50 SF + 5.33 SF = 49.83 SF WHITE LETTERS RED LETTERS D.MADDEN Client Signature:Qty: Signature Date: TBDNOTEDTBDTBD COFFEE & BAKERYCANOPY LAYOUT CANOPY LAYOUT SCALE: 1/8”=1’ 6’-3”48"3'-1 1/2"3'-1 1/2"FRONTLEFT/DT SIDE RIGHT SIDE 6’-3”48"3'-1 1/2"3'-1 1/2" A DETAIL A USED TO IDENTIFY CENTER POINT OF CANOPY *SEE CANOPY DRAWING FOR DETAILS & LOCATION OF LIGHTING KATY, TX What is this? N6 FRONT VIEW SCALE: 1:20 DT MENU CANOPY QTY: 2 AREA: TBD 2” X 2” X 1/8” STEEL FRAME 1/2” STOP PLATE 1/2” CAP PLATE HSS 5” X 5” X 1/4” 4” 9’- 4 7/8” 11” 9 1/2” SPEAKER BOX 24"C-LIT - POSTER BOX SLOAN WET LOCATION - 35W 4900 LUMEN 5000K COOL WHITE SCALE: 1/40 STEP TWO: DROP LIGHTING WIRES DOWN PIPE TO WP BOX STEP THREE: INSTALL CANOPY TOP TO MAIN FRAME 2” x 2” x 3/16” STEEL ANGLE 1/2” STEEL GUSSET 4” x .237” WALL PIVOT SLEEVE 2” x 2” x 11GA STEEL TUBE SCALE: 1/30 SAME AS BALCONY LIGHT 9’- 6” CLEARANCE 6’- 0” a .080 ALUMINUM WP BOX Power Supply Info. ( ) Sloan power supply qty Variable Input: 100VAC~277VAC 50-60 Hz Max 0.80A Output: 60W @ 12VDC, Class 2 LED Info. ( ) sloan led (red)qty .30 watts / module (totals) This Sign To Be Constructed And Installed According To Article Code 250 & 600 Of Nec. Grounding And Bonding Of Sign As Per Nec 250 a #2415 RED (PMS 186) b GLOSS BLACK FRONT VIEW SCALE: 1:20 .5” STEEL DRIVE THRU CANOPY BASE PLATE 4.12" 15.00"1.00"1 . 0 0 " 1/2” STEEL BASE PLATE BASE PLATE DETAIL SCALE: 1”=1’ .25” STEEL DRIVE THRU CANOPY GUSSETS QTY- 4 PER BASE PLATE 3.00"6.00"GUSSET DETAIL SCALE: 1”=1’ .5” STEEL DRIVE THRU CANOPY TOP PLATE 4.94"4.06"TOP PLATE DETAIL SCALE: 1”=1’ D.MADDEN Client Signature:Qty: Signature Date: TBDNOTEDTBDNOTED COFFEE & BAKERY The data in this document incorporate proprietary rights of Capital Sign & Awnings. Any Party accepting this document does so in confidence and agrees that it shall not be duplicated, in whole or in part, nor disclosed to others without written consent of Capital Signs & Awnings.CAPITAL SIGNS & AWNINGS Location: Coppell, TX Designed By: M.Carreno Quantity: 2 Faces Notes No internal lighting, Just ground lighting provided by installers Client Signature Page #: 1 of 1 Date: 5-11-2023 902 NW Main St. Bunkie, LA 71322 capitalsignco.com 318-346-9898 3630-33 Red White Arlon Black Satin Faces Front / Rear View Graphic Colors Side View 4’-0” 3’-4”4’-0”3’-4”ACM Face w/ 1st surface vinyl graphic 2” Retainers ()provide retainers Concrete Pad Existing Brick 1’-6 1/2” 1’-2 1/2”4’-0”1’-6 1/2” 1’-2 1/2” Solar Lights Outdoor, Waterproof Solar Spotlight Auto On/Off Solar Cool White (2 Pack) Ground Lights Solar Lights Outdoor, Waterproof Solar Spotlight Auto On/Off Solar Cool White (2 Pack) ITEM # 7 Page 1 of 4 CITY OF COPPELL PLANNING DIVISION STAFF REPORT PUBLIC HEARING: Text Amendments to the Code of Ordinances Chapter 12, “Zoning”, Article 35 “Accessory Structures Regulations” P&Z HEARING DATE: June 15, 2023 C.C. PUBLIC HEARING DATE July 11, 2023 STAFF REP.: Matthew S. Steer, AICP, Development Services Administrator PURPOSE: PUBLIC HEARING: To consider text change amendments to the Code of Ordinances, Chapter 12, Article 35 - Accessory Structure Regulations; removing the verbiage of required materials and exception thereto; allowing for pool cabanas with a ¾ bath (toilet, sink & shower), workshops with a ½ bath (toilet, sink), and other accessory structures with a utility sink or ¾ bath; specifically prohibiting sleeping chambers in all accessory buildings; amending the minimum setbacks and maximum heights of accessory structures; amending verbiage from pool “liner” to pool “shell”; requiring carports to be accessed only off the rear alley, and amending the minimum setbacks and maximum heights of carports. HISTORY: This Section of the Zoning Ordinance was last amended in 2014 with an exception to the masonry requirement of the walls and supports when such elements are not visible from ground level from the abutting public street. HB 2439, approved in 2019, limits the city’s ability to regulate building materials. Removing this requirement and its exception is part of the proposed amendment along with the other changes outlined below. DISCUSSION: This specific amendment to the Zoning Ordinance and will address pool cabanas, workshops, other accessory buildings, and carports related to one-family and two- family residences. The Zoning Ordinance is proposed to be amended to allow pool cabanas to have a ¾ bath (toilet, sink, and shower); a workshop to have a ½ bath (toilet and sink); and other accessory structures to have a utility sink or ¾ bath. The proposed ordinance specifically prohibits “sleeping chambers”, which would prevent an accessory dwelling unit being built without the proper zoning. Proposed changes to accessory structures include amending the minimum setbacks and maximum heights, depending on the size of the accessory structure. Accessory Structures less than 150 square feet: The maximum height proposed is 12 feet (measured from lowest grade to the peak). This is a change from the current requirement of 10 feet maximum (measured from ITEM # 7 Page 2 of 4 grade to a point based on roof type). This will help clear up any potential confusion for the citizen when purchasing or constructing an accessory structure. The rear yard setback is proposed to be 3 feet minimum when adjacent to an alley (same as currently required); 5 feet minimum when adjacent to another property (reduced from the 10 feet currently required); and 10 feet minimum when backing onto a public street. In this category of accessory buildings less than 150 square feet, the main change would be to allow the rear setback to be 10 feet when adjacent to a public street as opposed to the current requirement of matching the front yard setbacks of the respective district, which is typically 25’ to 30’, depending on the district. This change would provide more flexibility to the homeowner and clear up any potential confusion for the citizen when purchasing or constructing an accessory building of this size. The side yard setback is proposed to be 3 feet minimum, unless adjacent to a side street, in that instance, it is proposed to be 10 feet minimum (reduced from the 15 feet currently required). A minimum separation distance of 10 feet is required from the proposed accessory structure to the primary structure on an adjacent property. The previous regulations stipulated that the accessory structure shall be in the rear yard 5 feet behind the main structure, in order to allow the setback to be 3’ from the side property line. In the event it was located in the side yard, it would need to meet the same setbacks as the main structure depending on the zoning district. The proposed change would now allow the accessory structure to be located in the side yard with a 3’ setback provided it is not closer than 10’ to the main structure on the adjacent property. This would provide more flexibility in the placement of the structures. Accessory Structures 150 square feet or greater: The maximum height is proposed to be 16 feet (measured from lowest grade to the peak). This is a change from the 12 feet maximum previously allowed (measured ITEM # 7 Page 3 of 4 from grade to a point based on roof type). Again, this will help clear up any potential confusion for the citizen purchasing or constructing an accessory structure. The minimum rear yard setback is proposed to be 10 feet, and the minimum side yard setback is the same as the minimum setback for the main structure depending on the zoning district. Fifteen feet would be required along a street side yard. A minimum separation distance of 10 feet is required from the proposed accessory structure to the primary structure on an adjacent property. Like the smaller accessory structures, the main change would be to allow the rear setback to be 10 feet when adjacent to a public street as opposed to the current requirement of matching the front yard setbacks of the respective district which is typically 25’ to 30’ depending on the district. This change would provide more flexibility to the homeowner and clear up any potential confusion for the citizen when purchasing or constructing an accessory building of this size. Carports: The last of the accessory building amendments relate to carports. Currently, these are listed as having special setback requirements and are grouped with the other accessory buildings. The proposed amendment will create a separate section for carports making it easier to read. The proposed amendments will require carports to be accessed only from the rear alley (currently allows for both rear and side alley access). The proposed rear yard setback is a 5-foot minimum, which is a significant amendment from the current requirement of 20 feet minimum. In the past, this limited the ability of most homeowners from having a carport. The proposed side setback is the same as the required setback for the main structure. Where a side yard is adjacent to a street side yard the distance shall be 15 feet minimum. The carport will not be allowed within 10’ from the main structure on an adjacent property, except in the instance of a duplex or attached townhouse, where no separation is required at the common property line. The proposed ITEM # 7 Page 4 of 4 maximum height of a carport is 16 feet measured from lowest portion of the adjacent grade to the highest portion of the structure. Pools & Spas: A minor change related to changing the verbiage of the in-ground and above ground swimming pools and spas section is also proposed. Changing the word pool “liner” to pool “shell” is proposed. Staff has researched our comparison cities. A spreadsheet listing the existing and proposed setbacks for Coppell and the setbacks for our comparison cities is attached. The proposed changes are in line with many of them. The proposed amendments create more flexibility for homeowners to have accessory structures and carports. The redlined ordinance changes are also attached for your review. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending approval of the Chapter 12, “Zoning”, Article 35 “Accessory Structures Regulations” text amendments. 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. Comparison City Research 2. Ordinance Changes (redlined) Rear yard setback Rear yard setback if adjacent to an alley Rear yard setback if adjacent to a street Side yard setback Street side yard setback Structure Separation Height Restriction Size restriction Quantity Restriction Coppell (Existing) Structures < 150 ft.2 10 ft. Structures > 150 ft.2 10 ft. Structures < 150 ft.2 3 ft. Structures > 150 ft.2 10 ft. Same as required front yard setback Structures < 150 ft.2 3 ft. when located at least 5 ft. behind main building. If closer than 5 ft., equal to main building side setback. Structures > 150 ft.2 Same as setback required for main building. Structures < 150 ft.2 15 ft. Structures > 150 ft.2 15 ft. 10 ft. from main structure on adjacent property Structures < 150 ft.2 10 ft. Structures > 150 ft.2 12 ft. Lot area coverage depends on Zoning District N/A Coppell Proposed Structures < 150 ft.2 5 ft. Structures > 150 ft.2 10 ft. Structures < 150 ft.2 3 ft. Structures > 150 ft.2 10 ft. 10 ft. Structures < 150 ft.2 3 ft. Structures > 150 ft.2 Same as setback required for main building. Structures < 150 ft.2 10 ft. Structures > 150 ft.2 15 ft. 10 ft. from main structure on adjacent property Structures < 150 ft.2 12 ft. (measured to peak) Structures > 150 ft.2 16 ft. (measured to peak) Lot area coverage depends on Zoning District N/A Farmers Branch 3 ft. 3 ft. 3 ft. 3 ft. Equal to main structure If the structure is less than 200 sq ft., it can be up to 3 ft. if there is a 6 ft. fence around rear and side yard. 10 ft. 20’ or less (if > 200 sq ft) N/A N/A Lewisville 5 ft. 5 ft. 5 ft. 5 ft. 5 ft. 5 ft. if > 120 ft.2 10 ft. if < 120 ft.2 12 ft. if > 120 ft.2 Lots < 7,500 ft.2 250 ft.2 7,501 ft.2 < Lot < 18,000 ft.2 500 ft.2 Lots > 18,000 ft.2 800 ft.2 Lots < 7,500 ft.2 1 7,501 ft.2 < Lot < 18,000 ft.2 2 Lots > 18,000 ft.2 2 Carrollton 3 ft. 0’ 3 ft. 3 ft. Equal to main structure 3 ft. from house 15 ft. N/A N/A Grapevine Lots > 12,500 ft.2 6 ft. if greater than 16 ft tall. Plus, an additional 2 ft. for every additional foot over 16 ft. 6 ft. 6 ft. Equal to main structure N/A Lots > 7,500 ft.2 The minimum distance between principal or accessory buildings on adjacent lots shall be not less than 12 feet. Lots > 12,500 ft.2 Minimum distance between principal or accessory buildings on adjacent lots shall be not less than 16 ft. Lots > 7,500 ft.2 1 story Not to exceed 16 ft. Lots > 12,500 ft.2 1.5 stories Not to exceed 20 ft. The combined area occupied by all main and accessory buildings and structures shall not exceed 40 percent of the total lot area. N/A Keller Structures < 120 ft.2 5 ft. No permit required Structures > 120 ft.2 depends on lot size/must meet setback requirement for zoning Structures < 120 ft.2 5 ft. No permit required Structures > 120 ft.2 depends on lot size/must meet setback requirement for zoning Structures < 120 ft.2 5 ft. No permit required Structures > 120 ft.2 depends on lot size/must meet setback requirement for zoning Structures < 120 ft.2 5 ft. No permit required Structures > 120 ft.2 depends on lot size/must meet setback requirement for zoning Structures < 120 ft.2 5 ft. No permit required Structures > 120 ft.2 depends on lot size/must meet setback requirement for zoning 10 ft. Structures < 120 ft.2 10 ft. Structures > 120 ft.2 15 ft. The combined area of all accessory buildings on a lot shall be less than fifty percent (50%) of the main structure, unless approved by a SUP. No more than two (2) detached accessory buildings per single- family lot and they must be separated by a distance of not less than ten feet (10'). Southlake Section 34 5 ft. if not on a permanent foundation 10 ft. if on a permanent foundation N/A N/A N/A Separation requirements between accessory and principal buildings shall be determined by the most recently adopted International Residential Code (IRC). One-story or 14 ft. Cannot exceed 5% of the lot area N/A Irving 3.1 Structures < 2,000 ft.2 5 ft. Structures > 2,000 ft.2 20 ft. Structures < 2,000 ft.2 5 ft. Structures > 2,000 ft.2 20 ft. 5 ft. if 10 ft or less in height 10 ft if 11-15 ft in height 15 ft. if 16-20 ft. in height Same as the main structure if the height is the same as the main structure. Structures < 2,000 ft.2 5 ft. Structures > 2,000 ft.2 20 ft. Not allowed 10 ft. 10 ft. The combined footprint of all such accessory building s shall not exceed a maximum of twenty- five (25) percent of the footprint of the main building or two hundred fifty (250) square feet, whichever is greater. 2 Plano SF-9, SF-7, SF-6, SF-20 3 ft. If placed less than 10 ft. from property line, a 6- foot solid fence or wall shall be built on the rear or side lot line to screen the building. ED-District 25 ft. N/A SF-9, SF-7, SF-6, SF-20 10 ft. SF-9, SF-7, SF-6, SF-20 3 ft. If placed less than 10 ft. from property line, a 6- foot solid fence or wall shall be built on the rear or side lot line to screen the building. ED-District 50 ft. SF-9, SF-7, SF-6, SF-20 Accessory buildings may not be placed in the required side yard setback if the side yard lot line abuts a street. SF-9, SF-7, SF-6, SF-20 Accessory buildings enclosed on three or more sides cannot be closer than 10 feet to the main building (house). ED-District Accessory buildings must be at least 100 feet from dwellings on adjoining property SF-9, SF-7, SF-6, SF-20 10 ft. SF-9, SF-7, SF-6 Maximum lot coverage of 45% for principal and accessory buildings. SF-20 Maximum lot coverage of 25%, plus 10% additional coverage permitted for accessory buildings ED-District The number of accessory buildings must be limited to one, except that more than one may be granted by approval of a site plan. An additional accessory building may be added without the approval of a site plan only if that building is a coop for backyard hens kept in accordance with the Code of Ordinances. Frisco 3 ft. if lot backs to open space. If there is no alley or open space, 10 ft. minimum. Structures < 8 ft. in height 3 ft. A solid fence or wall of the same height shall be built on the rear lot line to screen the structure from property located to the rear. Structures > 8 ft. in height 10 ft. 10 ft. Same as primary structure setback 15 ft. Accessory structures or buildings within the rear portion of the lot constructed closer than 10’ to the main structure shall have the rear yard setback of the primary structure. One story N/A N/A Flower Mound 3 ft. There need be no rear setback for accessory buildings where lots abut an alley. 3 ft. 3 ft. Same as primary structure N/A 14 ft. N/A N/A Allen Sec. 4.10 5 ft. Structures > 400 ft.2 Same as primary structure 3 ft. Structures > 400 ft.2 Same as primary structure 5 ft. Structures > 400 ft.2 Same as primary structure 3 ft. Structures > 400 ft.2 Same as primary structure 3 ft. Structures > 400 ft.2 Same as primary structure N/A Cannot exceed the height of primary structure or the maximum height allowed for buildings constructed in the underlying zoning district, whichever is less. N/A N/A Carport Regulations Farmers Branch • A detached accessory building used for vehicle storage (i.e. garage, carport or similar vehicle storage structure) with a floor area greater than 200 square feet shall not exceed a height of twenty feet (20') measured to the tallest point of the building. Lewisville • A carport shall be permitted as an accessory building if it meets all requirements of a residential accessory building. Carrollton 3. CARPORTS: a. Carports shall be allowed as an accessory use either attached to the home or detached. b. Carports shall be rear entry loaded. c. Definitions: i. Attached carport – A covered structure attached and structurally dependent to the main structure, used to offer limited protection to vehicles, primarily cars, from rain, snow and hail. ii. Detached carport – A freestanding, structurally independent, covered structure used to offer limited protection to vehicles, primarily cars, from rain, snow and hail d. Materials: i. Attached carports shall be constructed of building materials of similar architectural style, size, shape and texture to the building materials of the house. ii. Detached carports shall be durable weather-resistant material, meeting wind load. Carports may be an engineered metal carport. e. Size: A maximum dimension of 24 feet x 24 feet. f. Height: i. An Attached carport shall not exceed the roof line and must be integrated into the home. ii. Detached carport shall not exceed 15 feet. g. Setbacks: i. Carports shall not extend into the side yard further than the main structure. ii. Attached carport shall be a minimum three feet from rear property line; iii. Detached carport shall be a minimum zero feet from a dedicated alley. h. Carport Prohibitions – The following shall be prohibited: i. Swing entry carports. ii. A carport on the front or side of a house. iii. Structural posts and overhang cannot encroach upon an adjacent fence or wall iv. Garage doors on carports v. Temporary carports, tents, canvas or vinyl structures. vi. Carports in subdivisions approved after 2004. vii. Exception: An attached carport shall be allowed in the front of the house in subdivisions existing prior to 2005 when it is demonstrated that at least 50 percent of the total homes located on both sides of the street, measured from the block’s intersecting streets, have carports in the front of the house. The carport shall be constructed of building materials of similar architectural style, size, shape and texture to the building materials of the house. Keller Detached carports shall adhere to the following standards: 1) In all residential zoning districts (SF - 36, SF - 30, SF - 25, SF - 20, SF - 15, SF -12, SF - 10, and SF - 8.4), a Specific Use Permit (SUP) is required. The construction of one carport per lot is permitted; a building permit is required for the construction of a carport regardless of size. Columns and roof structure must be compatible both in design and materials with the main structure. Detached carports shall be located at the rear of the property and observe all building setback requirements. Southlake • One (1) detached private residential garage not exceeding 1,000 square feet in building area and not part of the main building, shall not be counted toward the sum total of accessory building area, but shall be counted toward the maximum permitted lot coverage. Any such detached garage exceeding 1,000 feet in building area shall be counted in its entirety toward the cumulative permitted accessory building area. Permitted in SF-1A, SF-1B, SF-2, RE-5, RE-7 (480-ZZZZ) Irving Carports. Carports on properties zoned R-40, R-15, R-10, R-7.5, R-6, R-ZLa, R-3.5, R-SFA, R-2.5, R-XF, or any site plan zoning or development plan for R-40, R-15, R-10, R-7.5, R-6, R-ZLa, R-3.5, R-SFA, R-2.5, or R-XF uses shall meet the following requirements. For purposes of this section, carport shall mean a structure used to offer limited protection to vehicles, primarily cars, from the elements. The structure can either be free standing or attached to another building, and typically, but not necessarily, does not permit a vehicle to pass through it. A carport most commonly has no walls, but may be attached to the wall of an adjacent dwelling. a) Carports that do not encroach into required front, rear, and side yard setbacks shall meet the following requirements: 1) The carport design shall be consistent with the design of the existing dwelling, including the use of matching trim and roof materials and colors. Carports attached to the front or side of the existing dwelling shall be incorporated into the architecture of the dwelling with compatible roof pitches, surrounds for the support posts, and enclosed gables. Building permit applications for carports shall include detailed elevation drawings and other illustrations showing how the carport is consistent with the design of the existing dwelling. 2)The carport, including carport roof overhang, shall be no nearer than three (3) feet from the side or rear property line; 3) A detached carport may be located nearer than ten (10) feet to any dwelling building; 4) The carport shall be used solely for the parking of not more than two (2) vehicles, and not for any other purpose including storage of any type; 5) The entire area beneath the roof of the carport shall be paved with concrete or asphalt within at least two (2) feet of the edge of the roof; 6) The driveway leading to the carport shall be paved with concrete or asphalt; 7) The carport may not overhang or intrude into any type of public utility or drainage easement; 8) The height of the lowest eave line of the carport shall not exceed ten (10) feet or be higher than the lowest eave of the residence, whichever is lower, provided that the carport eave shall not be lower than seven (7) feet. 9) Carports shall have a gutter system or drainage design that drains toward the street or the nearest drainage facility. Rainwater shall not drain onto adjacent property. b) Carports that are proposed to be constructed to encroach into any required front, side or rear building setback, or that would require an exception to the design requirements set forth in subsection (a), may be permitted upon such carport being approved as an S-P-2 (generalized) site plan district under section 2.7.4 of this ordinance. In addition to the requirements of section 2.7.4, the site plan shall include detailed elevation drawings of the proposed carport including building materials, roofing materials, support materials, and illustrations showing how the carport will be consistent with the design of the existing dwelling. c) Carports that are constructed after October 16, 2008, without a building permit or zoning approval, if applicable, shall be required to be demolished prior to applying for a zoning change to authorize the carport. If a property owner does not wish to demolish a carport constructed without zoning authorization, the property owner may request a waiver of the demolition requirement and approval to retain the carport through the generalized site plan (S-P-2) zoning process along with an additional fee of one hundred dollars ($100.00) in addition to the required zoning application fee. Plano • Carports and detached accessory buildings, except garages, shall not be located closer than 3 feet to any side or rear lot line. • No screening shall be required at the point of entry for a carport. • In single-family and two-family developments, a carport shall shelter not more than 3 vehicles and shall not exceed 24 feet on its longest dimension. B. Carports must meet all height and yard setback requirements in Sec. 13.900.1B and are prohibited within the front yard setback. However, carports erected in the front yard setback of single-family dwellings before April 12, 2004, are considered to be existing nonconforming structures subject to Article 7. These carports may not be replaced if they are removed for any reason, destroyed, or become dilapidated. Flower Mound • Where a garage or carport is designed to be entered from a side street, the structure shall be set back not less than 20 feet from the exterior side property line. • Where a garage or carport is designed and constructed to be entered from an alley or street at the rear of a lot, such garage or carport shall be set back not less than 20 feet from the rear property line. Allen • Carports. Carports accessed from a rear alley or side street shall shelter no more than three vehicles, shall not exceed 27 feet on its longest dimension, and shall be located no closer than three feet to any side or rear lot line. • A garage entered from an alley or side street shall be set back from the side street or alley not less than 20 feet. - CODE Chapter 12 - ZONING ARTICLE 35. ACCESSORY STRUCTURES REGULATIONS Coppell, Texas, Code of Ordinances Created: 2023-02-10 10:10:02 [EST] (Supp. No. 49) Page 1 of 4 ARTICLE 35. ACCESSORY STRUCTURES REGULATIONS Sec. 12-35-1. Non-residential and multi-family residential uses. With the exception of swimming pools and spas, each building and structure used for or accessory to non- residential or multi-family residential purposes shall be considered a principal building as defined in section 12-42- 24. The regulations detailed in section 12-35-3 of this article shall govern the location of swimming pools and spas accessory to non-residential and multi-family residential uses. Exception: Accessory structures permitted under this section may contain columns, walls and supports of non-masonry materials provided that such elements are not visible from ground level from the abutting public street. (Ord. No. 91-500-A-128; Ord. No. 91500-A-659 , § 1, 11-11-14) Sec. 12-35-2. Single-familyOne and two-family residential uses. Buildings and structures accessory to single-familyone and two-family residential usesdwellings shall have no sleeping areas, bathroom plumbing (except for hand sinks) or kitchen facilitiesshall not be constructed to be occupiable as a residence or sleeping chamber, shall not be used for commercial purposes, shall not be rented and shall not be otherwise occupied as a residence or sleeping chamber. Enclosed structures accessory to swimming pools (such as pool cabanas) may have one ¾ bathroom (toilet, lavatory, and shower), and enclosed structures utilized as a workshop may have one ½ bathroom (toilet and sink). All other enclosed accessory structures are limited to one utility sink or a ¾ bath. They cannot have both, and they cannot contain a cooking area. Accessory buildings and/or structures shall not be located in a required front yard. With the exception of swimming pools and spas, the regulations detailed in paragraphs A., B. and C. below shall govern buildings and structures accessory to single-family and two-family residential uses, including both those attached to and those detached from the main building. Where multiple accessory structures exist on the same site, the combined sum of all accessory structures shall be used to determine the regulations applicable to size. The regulations detailed in 12-35-3 of this article shall govern the location of swimming pools and spas accessory to single-familyone and two- family residential usesdwellings. A. Accessory buildings that are less than 150 square feet in area shall observe the following regulations: 1. Maximum height - Ten Twelve feet as measured from the lowest portion of adjacent grade to the highest portion of the structure. 2. Minimum setbacks from property line: (a) Rear: i. Three feet when from the rear property line is when adjacent to an alley and the roof overhang into the setback is no greater than 18 inches. Exception: When the accessory building is a garage or carport, the rear setback shall be no less than 20 feet. Measured from property line to vertical posts or exterior wall and no more than an 18” overhang from posts to edge of roof. Created: 2023-02-10 10:10:02 [EST] (Supp. No. 49) Page 2 of 4 ii. Ten feet from the rear property line when adjacent to a street, measured from property line to vertical posts or exterior wall and no more than an 18” overhang from posts to edge of roof.The same as the required front yard setback when the rear property line is adjacent to a street. iii. Ten Five feet when the rear property line is not adjacent to an alley or streetwhen adjacent to another property, measured from property line to verical posts or exterior wall and no more than an 18” overhang from posts to edge of roof.. (b) Side: i. Three feet measured from property line to vertical posts or exterior wall and no more than an 18” overhang from posts or exterior wall to edge of roof.when the accessory building is located at least five feet behind the main building and the roof overhang into the setback is no greater than 18 inches. When the accessory building is not located at least five feet behind the main building, the minimum side yard setback for the accessory building will be the same as the minimum side setback required for the main building. Exception: When the accessory building is a garage or carport with side alley access, the side setback on that side shall be no less than 20 feet. ii. 15 Ten feet from a side property line that is adjacent to a side street measured from property line to vertical posts or exterior wall and no more than an 18” overhang from posts or exterior wall to edge of roof.. iii. Ten feet from the main primary structure on an adjacent property measured from property line to vertical posts or exterior wall and no more than an 18” overhang from posts or exterior wall to edge of roof. 3. Materials: Exterior grade wood siding is permitted on accessory buildings that are less than 150 square feet in area, provided that the wood is painted with a color that closely resembles the color of the main structure. One metal accessory building, or one accessory building with a metal roof, is permitted on any one building lot, provided it is less than 150 square feet in area. B. Accessory buildings that are 150 square feet in area, or more, shall observe the following regulations: 1. Maximum height - 12 16 feet as measured from the lowest portion of adjacent grade to the highest portion of the structure. 2. Minimum setbacks from property line: (a) Rear: i. Ten feet. Exception: When the accessory building is a garage or carport with rear alley access, the rear setback shall be no less than 20 feet. ii. the same as the required front yard setback when the rear property line is adjacent to a street. (b) Side: i. The same as the minimum setback required for the main structure from side property measured from property line to vertical posts or exterior wall and no more than an 18” overhang from posts or exterior wall to edge of roof. Exception: When the accessory building is a garage or carport with side alley access, the side setback on that side shall be no less than 20 feet. Created: 2023-02-10 10:10:02 [EST] (Supp. No. 49) Page 3 of 4 ii. Fifteen feet from a side property line that is adjacent to a side street measured from property line to vertical posts or exterior wall and no more than an 18” overhang from posts or exterior wall to edge of roof. iii. Ten feet from the main primary structure on an adjacent property measured from property line to vertical posts or exterior wall and no more than an 18” overhang from posts or exterior wall to edge of roof. 3. Materials: When the columns, walls or supports are visible from the ground level of the abutting public street, then 80 percent of the exterior walls must be masonry that closely resembles the masonry used in the main building. For accessory structures 300 square feet in area or less, posts spaced at least six feet apart and banisters and railings less than three feet in height shall not be considered exterior walls and shall not be subject to masonry requirements. Exception: Accessory structures permitted under this section may contain columns, walls and supports of non-masonry materials provided that such elements are not visible from ground level from the abutting public street. (Ord. No. 91-500-A-128; Ord. No. 91500-A-659 , § 1, 11-11-14) Sec. 12-35-3. In-ground and above-ground swimming pools and spas. A. Maximum height above grade: Four feet. B. Minimum setbacks: 1. Rear: (a) Five feet from the rear property line to the outside of the pool liner, except when the rear property line is adjacent to a streetshell. (b) The same as the required front yard setback when the rear property line is adjacent to a street. 2. Side: Five feet from the side property line to the outside of the pool linershell. C. Distance from the main structure: no less than five feet from the main structure to the outside of the pool liner. D. Distance from 100-year flood: When land has been reclaimed from the 100-year-flood by means of fill dirt retained by a retaining wall or by the headwall or bulkhead of a lake or pond, no swimming pool or spa shall be constructed within ten feet of such retaining wall, headwall or bulkhead, as measured from the outside of the pool liner. E. Distance between singleone-family/ and two-family residential uses and non-residential/Multimulti-family residential swimming pools/spas: When property occupied by non-residential and/or multi-family residential uses abuts a single-family and/or two-family zoning district, swimming pools and spas accessory to non-residential and multi-family residential uses shall be located no closer than 50 feet to the single-family or two-family zoning district, as measured from the outside of the pool linershell. Sec. 12-35-5. Carports. A carport may only be installed over a rear driveway that is accessed from an alley. Minimum setbacks: Created: 2023-02-10 10:10:02 [EST] (Supp. No. 49) Page 4 of 4 A. Maximum height - 16 feet as measured from the lowest portion of adjacent grade to the highest portion of the structure. B. Minimum property line setbacks: 1. Rear: a. Five feet measured from property line to vertical posts and no more than an 18” overhang from posts to edge of roof. 2. Side: b. The same as the minimum setback required for the main structure from a side property measured from property line to vertical posts and no more than an 18” overhang from posts to edge of roof. c. For one-family detached dwelling units, Ten feet from the main structure on an adjacent property measured from main structure to vertical posts and no more than an 18” overhang from posts to edge of roof. d. For two-family attached dwelling units. No separation is required at the common property line. Ten feet separation is required adjacent to the other unattached side. e. Fifteen feet from a side property line that is adjacent to a side street measured from property line to vertical posts and no more than an 18” overhang from posts to edge of roof. (Ord. No. 91-500-A-128) Sec. 12-35-4. Wind energy systems. No owner or occupant of any lot or property within any zoning district shall construct or maintain a wind energy system within the corporate limits of the city. (Ord. No. 91500-A-544, § 1, 3-23-10) ITEM # 8 Page 1 of 2 CITY OF COPPELL PLANNING DIVISION STAFF REPORT PUBLIC HEARING: Text Amendments to the Code of Ordinances Chapter 12, “Zoning”, Article 29“Sign Regulations” P&Z HEARING DATE: June 15, 2023 C.C. PUBLIC HEARING DATE July 11, 2023 STAFF REP.: Matthew S. Steer, AICP, Development Services Administrator PURPOSE: PUBLIC HEARING: To consider text change amendments to the Code of Ordinances, Chapter 12, Article 29(B)(ii) Provisions for Business Zoning Districts, increasing the maximum allowable attached building sign area from .5 sq. ft. to 1 sq. ft. per aggregate linear foot of frontage for tenants with multiple facades that face two public streets. HISTORY: This Section of the Zoning Ordinance was last amended in 2022 with the allowance of Pylon Signage. Before that, in 2014, this section was amended. The changes were some of several amendments to the Zoning Ordinance related to our Small Business Assistance initiative. These consisted of reducing the front yard setback requirement for Monument signs from 15 feet to 10 feet in certain instances, increasing the allowable area of attached signs if they contain multiple street frontages, increasing the allowable size by 10% if business is located greater than 300’ from the right-of-way and allowing for a 10 square foot blade sign by right for each business in addition to standard signage. Revisions in 2012 consisted of a larger overhaul of the Sign Section. DISCUSSION: The Zoning Ordinance is proposed to be amended to include an allowance of one square foot of attached signage per linear foot of building width on each public street. Currently, where businesses have multiple frontages, the sign area allowed in square feet is ½ the aggregate of the lease space width of both facades fronting a public road. The change would effectively double the allowable signage in the specific instance where the tenant has multiple street frontages. There are several businesses located on corner lots that could either add to their existing signage or replace it with larger signage if this ordinance is approved. Also, the businesses that back onto a secondary road such as Town Center Boulevard would be permitted to have signage on the back side without having to reduce their allowable signage area on the storefront. In conclusion, this amendment will allow for more sign visibility by allowing signage for each building façade that fronts a public street. The redlined ordinance changes are also attached for your review. ITEM # 8 Page 2 of 2 RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending approval of the Chapter 12, Article 12-29-4 (B)(ii) Sign Regulations, Provisions for Business Zoning Districts, text amendments. 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. Ordinance Changes (Redlined) Created: 2022-06-30 09:45:46 [EST] (Supp. No. 48) Page 1 of 1 Sec. 12-29-4. Provisions for business zoning districts. … (B) Effective area: Attached signs shall not exceed the following: i. For buildings and leaseholds with one front facade, (front facade being defined as the building surface directly facing a dedicated street, or where street frontage does not exist, it shall be defined as the width of the lease space which contains the main entry), attached signs located at a height of 36 feet or less are permitted a maximum aggregate effective area equal to one-square foot per lineal foot of building or leasehold frontage as applicable, or 300 square feet, whichever is less. ii. For buildings and leaseholds with one front facade, (front facade being defined as the building surface directly facing a dedicated street, or where street frontage does not exist, it shall be defined as the width of the lease space which contains the main entry), attached signs located at a height of 36 feet or less are permitted a maximum aggregate effective area equal to one square foot per linear foot of building or leasehold frontage as applicable, or 300 square feet, whichever is less. If a building or business has multiple facades that face two public streets, the signs can have an aggregate effective area equal to 0.51 square foot per aggregate linear foot of footage on all streets. In no case shall any sign exceed a 1 square foot per linear foot facade width ratio. The total shall not exceed 300 square feet. The signage may be placed on both facades. A leasehold may not use this provision and the expanded area allowed by Subsection IV of this Section. iii. Attached signs located at a height above 36 feet shall be permitted an increase in maximum effective area. Such increase shall not exceed four square feet of effective area for each additional one foot of height above 36 feet measured from the base of the sign. Such signs may be increased to a maximum effective area of 400 square feet. iv. Attached signs for lease spaces less than 5,000 square feet which are in retail buildings whose facade is located greater than 300 feet from a right-of-way in which it fronts, may increase the size of the attached sign up to ten percent over the maximum aggregate effective area as permitted based on the ratio of one-square foot per lineal foot of building or leasehold frontage as applicable. A leasehold may not use this provision and the allowances under Subsection ii. of this section. ITEM # 9 Page 1 of 2 1ITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Public Hearing: Text Amendments to the Code of Ordinances Chapter 12, “Zoning”, Article 12 -31-3(2) “Off-street loading space, all districts” P&Z HEARING DATE: June 15, 2023 C.C. PUBLIC HEARING DATE July 11, 2023 STAFF REP.: Mary Paron-Boswell, AICP, Sr. Planner PURPOSE: PUBLIC HEARING: Consider text change amendments to the Code of Ordinances, Chapter 12, Article 31-3(2) (Off-street loading spaces all districts); amending the off-street parking requirements for kindergartens, day schools, and similar child training and care establishments; allowing for 3 parking spaces in lieu of the required circular drive. HISTORY: This ordinance affects the typical daycare facilities where a circular drive is provided, allowing for parents to drop off their child at the front door of the building. Many of these circular drives also provide a porte-cochere (a covered porch area) that vehicles drive through and stop at the front door to unload their child(ren). Variances to the circular drive requirement have been requested and granted in the past. DISCUSSION: This is a minor text amendment to the Zoning Ordinance to address the current requirement for circular drives for kindergartens, day schools, and similar child training and care establishments. The proposed changes allow for those who wish to continue to provide a circular drive to do so, and those who do not want one or have room for one, to provide three of the required parking spaces by the front entrance for child drop-offs. This is especially prevalent when lot space is tight and if the location is in a retail center where circulation patterns differ versus a stand- alone building. The redlined ordinance changes are attached for your review. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending approval of the Special Use Permit ordinance text amendments. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ITEM # 9 Page 2 of 2 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Ordinance Changes (redlined) Sec. 12-31-3. - Off-street loading space, all districts. 1. All retail, commercial, and industrial structures having 5,000 square feet or more of gross floor area shall provide and maintain off-street parking facilities for the loading and unloading of merchandise and goods at a ratio of at least one space for the first 20,000 square feet of gross floor area and one space for each additional 20,000 square feet of gross floor area or fraction thereof for a building larger than 5,000 square feet. A loading space shall consist of an area of a minimum of 12 by 30 feet. All drives and approaches shall provide adequate space and clearances to allow for the maneuvering of trucks off-street. 2. Kindergartens, day schools, and similar child training and care establishments shall provide paved off-street loading and unloading space on a through "circular" drive except when otherwise provided for when a special use permit has been granted or shall provide a minimum of three parking spaces at the front of the building by the main entrance. Parking shall be designed to accommodate one motor vehicle for each ten students or children cared for by the establishment. 3. Uses not listed in Schedule 31.6 shall provide required off-street parking according to the most similar use listed in the schedule, as determined by the city council. 4. Loading docks and areas shall not be located on the street side of any structure unless screened according to section 12-33-1(4). (Ord. No. 91500)