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BP 2026-03-19 PZPlanning and Zoning Commission City of Coppell, Texas Meeting Agenda 255 E. Parkway Boulevard Coppell, Texas 75019-9478 255 Parkway Blvd.6:00 PMThursday, March 19, 2026 Edmund Haas Sue Blankenship (Chair) (Vice Chair) Cindy Bishop Kent Hafemann Ed Maurer John Dobmeier Samit Patel Notice is hereby given that the Planning and Zoning Commission of the City of Coppell, Texas, will meet on Thursday, March 19, 2026, in Regular Called Session at 6:00 p.m. for Work Session, and Regular Session at 6:30 p.m., at Town Center, 255 Parkway Boulevard, Coppell, Texas. As authorized by Section 551.071(2) of the Texas Government Code, this meeting may be convened into closed Executive Session for the purpose of seeking confidential legal advice from the City Attorney on any agenda item listed herein. The City of Coppell reserves the right to reconvene, recess or realign the Work Session, or called Executive Session, or order of business, at any time prior to adjournment. As authorized by Section 551.127, of the Texas Government Code, one or more commissioners or employees may attend this meeting remotely using videoconferencing technology. The purpose of this meeting is to consider the following items: Regular Session (Open to the Public) 1.Call To Order 2.Work Session (Open to the Public) a. Discussion of agenda items. 3.Regular Session (Open to the Public) 4.Citizens Appearance Page 1 City of Coppell, Texas Printed on 3/13/2026 1 March 19, 2026Planning and Zoning Commission Meeting Agenda Provide an opportunity for citizens to address the Planning and Zoning Commission on any matter. Anyone wishing to address the commission should register prior to the start of the meeting. There is a three (3) minute time limit for each citizen to speak however, additional time may be granted by the commissioners. The Planning and Zoning Commission is not permitted to take action on any subject raised by a speaker during Citizens' Appearance. 5.Consider approval of the February 19, 2026, Planning and Zoning meeting minutes. February 19, 2026 Planning and Zoning Meeting Minutes.pdfAttachments: 6.Consider approval of the Benge Legacy Addition, Lot 1, Block A Site Plan, a site plan to allow for development of a 4,900 square foot office/warehouse, located at 428 Southwestern Boulevard, at the request of Jason Benge, being represented by Greg Frnka of GPF Architects, LLC. STAFF REP.: Matthew Steer Staff Report.pdf 1. Site Plan.pdf 2. Landscape Plan & Tree Survey.pdf 3. Building Elevations.pdf 4. Rendering and Color Board.pdf Attachments: 7.Consider approval of Benge Legacy Addition, Lot 1, Block A Minor Plat, a minor plat to allow for development of a 4,900-sf office/warehouse, located at 428 Southwestern Boulevard, at the request of Jason Benge, being represented by Greg Frnka of GPF Architects, LLC. STAFF REP.: Matthew Steer Staff Report.pdf 1. Minor Plat.pdf Attachments: 8.PUBLIC HEARING: Consider approval of PD-178R2R-C, 145 W. Town Center Dr., a zoning change request from PD-178R2-C (Planned Development-178 Revision 2 - Commercial) to PD-178R2R-C (Planned Development-178 Revision 2 Revised - Commercial) to revise the Detail Site Plan for Building “B” (145 W. Town Center) a former child daycare facility, converting it into a daycare for dogs on 2.658 acres for property located on the south side of Town Center Dr., west of N. Denton Tap Road, at the request of Realtex Ventures, LP, being represented by TerWisscha Construction Inc.. STAFF REP.: Mary Paron-Boswell Staff Report.pdf 1. Site Plan.pdf 2. Landscape Plan.pdf 3. Floor Plan.pdf Attachments: Page 2 City of Coppell, Texas Printed on 3/13/2026 2 March 19, 2026Planning and Zoning Commission Meeting Agenda 4. Wall Sign.pdf 5. Fencing Plan.pdf 9.PUBLIC HEARING: Consider approval of PD-296R-LI, Samaritan’s Purse Addition, Lot 1R, Block A, a zoning change request from PD-296-LI (Planned Development-296- Light Industrial) and LI (Light Industrial) to PD-296R-LI (Planned Development-296 Revised- Light Industrial) to add a parking lot south of the existing Planned Development for parking and update the existing Site Plan for a new additional 37,699 square foot 3 story professional office building on approximately 13 acres of land located on the west side of Creekview Drive, approximately 525- feet north of Bethel Road, at the request of Samaritan’s Purse and Fellowship Church, F.K.A. Fellowship Las Colinas, being represented by Kelsey Campbell, Kimley-Horn & Associates. STAFF REP.: Mary Paron-Boswell Staff Report.pdf 1. Site Plan.pdf 2. Tree Mitigation Landscape and Pergola Plan.pdf 3. Building Elevations.pdf Attachments: 10.PUBLIC HEARING: Consider approval of Samaritan’s Purse Addition, Lot 1R & 2, Block A, Replat, a plat request to create two lots. Extending Lot 1R south of the existing Planned Development to be used for additional parking and the existing gas well site on Lot 2, on approximately 27.6 acres of land located on the west side of Creekview Drive, approximately 525 feet north of Bethel Road, at the request of Fellowship Church, F.K.A. Fellowship Las Colinas, being represented by Kelsey Campbell, Kimley-Horn & Associates. STAFF REP.: Mary Paron-Boswell Staff Report.pdf 1. Replat.pdf Attachments: 11.PUBLIC HEARING: Consider approval of PD-250R26R2-H, Old Town Addition, Lot4R, Block D, a zoning change request from PD-250R26R-H (Planned Development-250 Revision 26 Revised - Historic) to PD-250R26R2-H (Planned Development-250 Revision 26 Revision 2 - Historic) to revise the Detail Site Plan to allow professional or medical office in addition to the retail and restaurant uses already permitted on the first floor on 0.25 acres for property located at the 767 W. Main Street, at the request of Diana Ahmad, being represented by Bill Peck, William Peck & Associates, Inc. Architects. STAFF REP.: Matthew Steer Staff Report.pdfAttachments: Page 3 City of Coppell, Texas Printed on 3/13/2026 3 March 19, 2026Planning and Zoning Commission Meeting Agenda 1. Site Plan.pdf 12.PUBLIC HEARING: Consider approval of PD- 214R10-C, The Shops at Sandy Lake, a zoning change request from PD-214R2-C to PD-214R10-C, to allow for the Detail Planned Development of a 14,480 square foot commercial center, and patio area on approximately 2.03 acres located at the south side of Sandy Lake Road, approximately 560 feet west of Denton Tap Road, at the request of Peak Coppell, LLC., being represented by D.R. Rankin, PLLC. STAFF REP.: Mary Paron-Boswell Staff Report.pdf 1. Site Plan.pdf 2. Landscape Plan.pdf 3. Building Elevations & Material Board.pdf 4. Monument Sign and Trash Enclosure.pdf Attachments: 13.PUBLIC HEARING: Consider approval of The Shops at Sandy Lake Addition, Lot 1, Block A, Replat, (The Shops at Sandy Lake), a replat to revise the current plat and associated easements and fire lane configuration, on 2.03 acres of property located at the south side of Sandy Lake Road, approximately 560 feet west of Denton Tap Road, at the request of Peak Coppell, LLC., being represented by being represented by Spooner and Associates. STAFF REP.: Mary Paron-Boswell Staff Report 1. Replat.pdf Attachments: 14.Update on City Council items. 15.Adjournment PUBLIC NOTICE - STATEMENT FOR ADA COMPLIANCE The City of Coppell acknowledges its responsibility to comply with the Americans With Disabilities Act of 1990. Thus, in order to assist individuals with disabilities who require special services (i.e. sign interpretative services, alternative audio/visual devices, and amanuenses) for participation in or access to the City of Coppell sponsored public programs, services and/or meetings, the city requests that individuals make requests for these services seventy-two (72) hours – three (3) business days ahead of the scheduled program, service, and/or meeting. To make arrangements, contact Kori Allen, ADA Coordinator, or other designated official at (972) 462-0022, or (TDD 1-800-RELAY, TX 1-800-735-2989). Page 4 City of Coppell, Texas Printed on 3/13/2026 4 March 19, 2026Planning and Zoning Commission Meeting Agenda CERTIFICATE I certify that the above Notice of Meeting was posted on the bulletin board at the City Hall of the City of Coppell, Texas on this 13th day of March, 2026, at 5 p.m. ______________________________ Kami McGee, Board Secretary Page 5 City of Coppell, Texas Printed on 3/13/2026 5 Master City of Coppell, Texas 255 E. Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2026-0158 File ID: Type: Status: 2026-0158 Agenda Item Agenda Ready 1Version: Reference: In Control: Planning and Zoning Commission 03/13/2026File Created: Final Action: PZ Minutes - February 19, 2026File Name: Title: Consider approval of the February 19, 2026, Planning and Zoning meeting minutes. Notes: Sponsors: Enactment Date: February 19, 2026 Planning and Zoning Meeting Minutes.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: Text of Legislative File 2026-0158 Title Consider approval of the February 19, 2026, Planning and Zoning meeting minutes. Summary Page 1City of Coppell, Texas Printed on 3/13/2026 6 255 E. Parkway Boulevard Coppell, Texas 75019-9478 City of Coppell, Texas Minutes Planning & Zoning Commission 6:00 PM 255 Parkway Blvd.Thursday, February 19, 2026 Edmund Haas Sue Blankenship (Chair) (Vice Chair) Cindy Bishop Kent Hafemann Ed Maurer John Dobmeier Samit Patel PRESENT: Chairman, Edmund Haas; Vice Chair, Sue Blankenship; Commissioner, Samit Patel; Commissioner, John Dobmeier; Commissioner, Ed Maurer; Commissioner, Kent Hafemann; and Commissioner Cindy Bishop (virtually). Also present were Mary Paron-Boswell, Senior Planner, Matt Steer, Development Services Administrator; Cole Baker, Civil Engineer; Aaron Tainter, Assistant Director of Public Works; Jamie Brierton, CIP Administrator; Tim Oates, Assistant Fire Chief/Marshal; Bob Hager, City Attorney; and Kami McGee, Board Secretary. Notice was given that the Planning and Zoning Commission of the City of Coppell, Texas, will met on Thursday, February 19, 2026, in Regular Called Session at 6:00 p.m. for Work Session, and Regular Session at 6:30 p.m., at Town Center, 255 Parkway Boulevard, Coppell, Texas. As authorized by Section 551.071(2) of the Texas Government Code, this meeting may be convened into closed Executive Session for the purpose of seeking confidential legal advice from the City Attorney on any agenda item listed herein. The City of Coppell reserves the right to reconvene, recess or realign the Work Session, or called Executive Session, or order of business, at any time prior to adjournment. As authorized by Section 551.127, of the Texas Government Code, one or more commissioners or employees may attend this meeting remotely using videoconferencing technology. The purpose of this meeting was to consider the following items: Regular Session (Open to the Public) Page 1City of Coppell, Texas 7 February 19, 2026Planning & Zoning Commission Minutes Call To Order1. Chairman Haas called the meeting to order at 6 p.m. Work Session (Open to the Public)2. The Planning and Zoning Commission was briefed on each posted agenda item, no vote was taken on any item discussed. Regular Session (Open to the Public)3. Citizens Appearance4. Chairman Haas advised that no one signed up to speak at Citizens Appearance. Provide an opportunity for citizens to address the Planning and Zoning Commission on any matter. Anyone wishing to address the commission should register prior to the start of the meeting. There is a three (3) minute time limit for each citizen to speak however, additional time may be granted by the commissioners. The Planning and Zoning Commission is not permitted to take action on any subject raised by a speaker during Citizens' Appearance. 5.Election of officers. A motion was made by Commissioner Hafemann, seconded by Commissioner Maurer, to elect Edmund Haas as Chair and Sue Blankenship as Vice Chair of the Planning and Zoning Commission. The motion passed unanimously, 7-0. 6.Consider approval of the December 18, 2026, Planning and Zoning meeting minutes. A motion was made by Commissioner Hafemann, seconded by Vice Chair Blankenship, to approve the minutes of the December 18, 2025, Planning and Zoning meeting. The motion was approved unanimously, 6-0 with Commissioner Bishop abstaining. 7.Consider approval of Site Plan, Coppell Fire Station 3, a site plan to allow for an addition and renovation for Fire Station 3, of the living quarters portion of the building for Fire Station 3, located at 133 E. Parkway Blvd, at the request of the City of Coppell, being represented by Ken Pope, of PGAL, INC. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell, Senior Planner, presented the case with exhibits stating that staff is recommending approval of this request with no outstanding conditions. A motion was made by Commissioner Maurer, seconded by Commissioner Hafemann, to approve the agenda item. The motion passed unanimously, 7-0. Page 2City of Coppell, Texas 8 February 19, 2026Planning & Zoning Commission Minutes Due to a conflict of interest, Commissioner Dobmeier excused himself at 6:52 p.m. 8.PUBLIC HEARING: Consider approval of PD-210R2R-SF-9, 416 Kaye Street (STR), a zoning change request from PD-210R2-SF-9 (Planned Development 210 Revision 2 - Single-Family 9) to PD-210R2R-SF-9 (Planned Development 210 Revision 2 Revised - Single-Family 9) to remove a short-term rental on 0.22 acres of property located at 416 Kaye Street, at the request of Lorna Bell, the property owner. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell, Senior Planner, presented the case with exhibits stating that staff is recommending approval of this request with the property being subject to the original PD conditions for the subdivision. Chairman Haas opened the public hearing and advised that no one signed up to speak. Chairman Haas closed the public hearing. A motion was made by Commissioner Hafemann, seconded by Vice Chair Blankenship, to approve the request. The motion passed unanimously, 6-0. Commissioner Dobmeier returned to Regular Session at 6:55 p.m. 9.PUBLIC HEARING: Consider approval of Planned Development-221 Revision 4 Revision 2-Light Industrial (PD-221R4R2-LI) a zoning change request from PD-221R4R-LI to PD-221R4R2-LI, to allow for the Detail Planned Development of a 439,689 square foot Office and Distribution Center, on approximately 25.4 acres located at the southwest corner of Point West Boulevard and Dividend Drive, at the request of Jin Song, Naterra, being represented by Rob Pennington, Kimley-Horn. STAFF REP.: Matthew Steer Matt Steer, Development Services Administrator, presented the case with exhibits stating that staff is recommending approval of PD-221R4R2-LI Detail Plan subject to additional comments being generated at the time of Building Permit and Detail Engineering Review. Rob Pennington, 5764 Creek Haven Lane, Dallas, TX 75206, Kimley-Horn, was present to answers questions of the commission. Chairman Haas opened the public hearing and advised that no one signed up to speak. A motion was made by Commissioner Hafemann, seconded by Commissioner Bishop, to approve the request. The motion passed unanimously, 7-0. 10.CONTINUED PUBLIC HEARING: Consider approval of PD-213R8-H, Lost Creek (Live/Work) Addition, Lots 1-5, 6X, Block A, a zoning change request from PD-213R7-H Page 3City of Coppell, Texas 9 February 19, 2026Planning & Zoning Commission Minutes (Planned Development-213 Revision 7 - Historic) to PD-213R8-H (Planned Development-213 Revision 8 - Historic) to revise the Detail Site Plan for the five, two-story live/work buildings allowing for single family residential use for each unit in addition to the live/work use on 0.71 acres for property located at the northeast corner of S. Coppell Road and Heath Lane, at the request of Chris Collins, being represented by Greg Frnka, GPF Architects LLC. STAFF REP.: Matthew Steer Matt Steer, Development Services Administrator, presented the case with exhibits stating that staff is bringing back the new parameters of the request for further consideration. If the recommendation is for approval, staff would add the following PD conditions: 1. Submit amended HOA documents for City Attorney review prior to new building permits. 2. All buildings may be residential use with a home-based business as defined below: For the purposes of this Planned Development, home-based business shall mean a use within a residence which would consist of service-oriented uses. The use may have customers/clients and or employees coming to and from the residence. The use may be visible from the exterior. No outside activity related to the home-based business shall be allowed. Garages shall not be used for the home-based business. Chris Collins, 217 Glenwood, Coppell, TX, 75019, was present to answer questions of the commission. Chairman Haas continued the open public hearing and advised that no one signed up to speak. Chairman Haas closed the public hearing. A motion was made by Commissioner Maurer seconded by Commissioner Hafemann, to approve the request with two modifications to the staff conditions: 1. Amend the third sentence of the second condition so that it reads, “The use shall be visible from the exterior.” 2. Adding a condition that a Certificate of Occupancy is required and the applicant must be the business owner that owns the property. The motion passed 6-1 with the following vote: Aye: Chairman Haas, Vice Chair Blankenship, Commissioner Patel, Commissioner Maurer, Commissioner Hafemann, and Commissioner Bishop Nay: Commissioner Dobmeier 11.PUBLIC HEARING: Consider approval of PD-326-HC, The Residence of Coppell, Lot 2, Block 1 GTE Shared Services Center (Age 55+ Apartments), a new Detail Planned Development to allow a detail plan for a four story, 46,226 sf age restricted (55+) apartment building with 225 units on 9.89 acres of Page 4City of Coppell, Texas 10 February 19, 2026Planning & Zoning Commission Minutes land located on the northwest corner of Canyon Drive and North Coppell Road, and a change to the future land use map from Freeway Special District to Urban Residential Neighborhood at the request of Canyon 10, L.P. on behalf of JCI Apartments, L.P., being represented by Nick LaDuca, of Journeyman Group. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell presented the case with exhibits and stated that staff is recommending approval of the request subject to the following conditions: 1. There may be additional comments during the building permit and detailed engineering review. 2. A replat is required to be approved prior to engineering review and recorded prior to building permit. 3. Park fees of $1,285 per unit shall be collected prior to plat recordation. 4. Site lighting shall meet City of Coppell requirements. 5. To restrict the age of the residents within the development to persons aged 55 and older. 6. To allow for 1.5 parking spaces per unit. 7. To allow for four stories (50’ maximum height), 225 dwelling units and a density of 22.7 units/acre. 8. To allow for the balconies to have 8” fiber cement boards placed horizontally and with ¾” spacing in between boards in lieu of it being completely screened from view. 9. Update the tree mitigation plan to include the drainage ditch area. 10. Allow staff to administratively approve any changes related to the landscaping in the Brazos easement. 11. Amend the Future Land Use Plan from Freeway Special District to Urban Residential Neighborhood. Nick LaDuca, Journeyman Group, 1000 N. Lamar, Austin, TX 78703, was present to answer questions of the commission. Britta Edwards, 1000 N. Lamar, Austin, TX 78703, was present to answer questions of the commission. Chairman Haas opened the public hearing and asked for those who signed up to speak. 1. Mani Johnnalagadda, 716 Westminister Way, spoke in opposition of the request. 2. Scott Schwob, 259 Stanton Ct., spoke in favor of the request. 3. Alex Tatara, 708 Westminister Way, spoke in opposition of the request. 4. Joel Henry, 510 Westminister Way, spoke in opposition of the request. Chairman Haas closed the public hearing. A motion was made by Commissioner Maurer, seconded by Commissioner Hafemann, to approve the request. The motion passed unanimously, 7-0. 12.PUBLIC HEARING: Consider approval of PD-295R6-HC, Prologis Park One Twenty One Lot 2R-2R3, Block B (Tru Hotel), a new Detail Planned Development revising the current concept plan of Planned Development-295-Highway Page 5City of Coppell, Texas 11 February 19, 2026Planning & Zoning Commission Minutes Commercial, to allow a detail plan for a four story, 46,226 sf hotel, with 100 rooms in lieu of the original office concept on 2.05 acres of land located on the northwest side of Northwestern, southwest of Freeport Parkway, at the request of Sharif Choudhury, being represented by Will Winkelmann, Winkelmann Associates. STAFF REP.: Matthew Steer Matt Steer, Development Services Administrator, presented the case with exhibits stating that staff is recommending approval of the request subject to the following conditions: 1. The room count be allowed to be 100 rooms as opposed to the 125 rooms as required by ordinance. 2. To allow the 21,927- sf total landscape area and 2,742- sf enhanced pavement on the sidewalk around the building in lieu of the required 24,669 -sf total landscape area. 3. Tree removal permit required. $1,800 due at that time. 4. There may be additional comments at the time of Building Permit and Detail Engineering Review. 5. The property shall be platted to provide required mutual access, fire lanes and easements prior to development. 6. A cross-parking agreement is needed with the adjacent property to the southeast for the shared parking. 7. The Community Development Director is eligible to administratively approve the plans for the focal point. 8. Signs shall comply with City Ordinances. Will Winkelmann, 6750 Hillcrest Plaza Dr., Dallas, TX 75230, Engineer, was present to answer questions of the commission. Chairman Haas opened the public hearing and advised that no one signed up to speak. Chairman Haas closed the public hearing. A motion was made by Commissioner Maurer, seconded by Vice Chair Blankenship, to approve the request. The motion passed unanimously, 6-0. Commissioner Bishop left the meeting at 9:07pm. 13.PUBLIC HEARING Consider approval of Special Use Permit-1271-Light Industrial (S-1271-LI) & Industrial Special District Land Use Plan Amendment, a special use permit request for a Concrete Batch Plant for a duration of 5 years and future land use map amendment from Urban Residential Neighborhood to Industrial Special District on 4.47 acres of property located on the north side of East Belt Line Road north of the DART right of way, approximately 1,200 feet west of the City limit line, at the request of Phil Flink, Estrada Ready Mix Concrete, LLC, being represented by Steve Maglisceau. STAFF REP.: Matthew Steer Matt Steer, Development Services Administrator, presented the case with exhibits stating that staff is recommending denial of an amendment to the future land use map as well as the proposed rezoning request to Special Use Page 6City of Coppell, Texas 12 February 19, 2026Planning & Zoning Commission Minutes Permit-1271-Light Industrial. If the Commission recommends approval, the following conditions are recommended: 1. The property be platted and waiver to the public road frontage and utility requirement of the Subdivision Ordinance be obtained. 2. A 24’ fire lane/mutual access easement be obtained and constructed across the neighboring properties giving proper access to a public road. 3. Due to the drastic changes in the proposal since the original resubmittal, Staff has not had time to adequately review the plans; therefore, any significant change will require an amendment to the Special Use Permit. 4. Any work within the floodplain limits would need to comply with the relevant floodplain management requirement. 5. There may be additional comments at time of Building Permit and Detail Engineering review. Steve Maglisceau, 928 Falcon Lane Coppell, TX 75019, gave a presentation to the commission. Jason Gutshall, Manhard Consulting, 8144 Walnut Hill Lane, Dallas, TX 75231, was present to answer questions of the commission. Phil Flink, 650 Skyline, Hutchins TX, 75141, was present to answer questions of the commission. Chairman Haas opened the public hearing and advised that no one signed up to speak. Chairman Haas closed the public hearing. A motion was made by Commissioner Maurer, seconded by Chairman Haas, to deny the zoning request and maintain the current land use plan. The motion passed unanimously, 6-0. Update on City Council items.14. Chairman Haas stated that the commission was updated on City Council items during Work Session. Adjournment15. There being no further business before the Commission, Chairman Haas adjourned the meeting at 10:12 p.m. ______________________________ Edmund Haas, Chair ______________________________ Kami McGee, Board Secretary Page 7City of Coppell, Texas 13 Master City of Coppell, Texas 255 E. Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2026-0150 File ID: Type: Status: 2026-0150 Agenda Item Agenda Ready 1Version: Reference: In Control: Planning and Zoning Commission 03/13/2026File Created: Final Action: Benge Site PlanFile Name: Title: Consider approval of the Benge Legacy Addition, Lot 1, Block A Site Plan, a site plan to allow for development of a 4,900 square foot office/warehouse, located at 428 Southwestern Boulevard, at the request of Jason Benge, being represented by Greg Frnka of GPF Architects, LLC. STAFF REP.: Matthew Steer Notes: Sponsors: Enactment Date: Staff Report.pdf, 1. Site Plan.pdf, 2. Landscape Plan & Tree Survey.pdf, 3. Building Elevations.pdf, 4. Rendering and Color Board.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: Text of Legislative File 2026-0150 Title Consider approval of the Benge Legacy Addition, Lot 1, Block A Site Plan, a site plan to allow for development of a 4,900 square foot office/warehouse, located at 428 Southwestern Boulevard, at the request of Jason Benge, being represented by Greg Frnka of GPF Architects, LLC. STAFF REP.: Matthew Steer Summary Page 1City of Coppell, Texas Printed on 3/13/2026 14 ITEM # 6 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Benge Legacy, Lot 1, Block A, Site Plan P&Z HEARING DATE: March 19, 2026 STAFF REP.: Matthew Steer, AICP, Development Services Administrator LOCATION: 428 Southwestern - On the north side of Southwestern Boulevard, approximately 300 feet east of South Coppell Road. SIZE OF AREA: 0.43 acres of property CURRENT ZONING: LI (Light Industrial) REQUEST: Site plan approval for an approximately 4,900 square-foot one-story office warehouse building. APPLICANT: Applicant: Architect: Jason Benge Greg Frnka GPF Architects HISTORY: The property is zoned Light Industrial and currently has a single-family house on the property which will be demolished. HISTORIC COMMENT: The property has no known historical significance. TRANSPORTATION: Southwestern Parkway – is a two-lane thoroughfare with a center turn lane in both directions within 67.5’ right-of-way. SURROUNDING LAND USE & ZONING: North: DART ROW; PD-108R5R2-H South: Office/Warehouse; PD-281-LI East: Residential; LI West: Office; LI COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, indicates this property as Industrial Special District. DISCUSSION: This property is zoned Light Industrial and currently has a single-family home on it. The property is proposed to be cleared and redeveloped with a 4,900 square-foot office/warehouse. The use is acceptable within the Light Industrial District. 15 ITEM # 6 Page 2 of 2 Site Plan The Site Plan is consistent with the LI District rear and side yard setback requirements of 10’. The front yard meets the 60’ setback. The area devoted to office is 2,100 square feet with the remaining 2,800 square feet devoted to warehouse. There are 10 parking spaces proposed, exceeding the nine (9) required. Landscape Plan/Tree Survey As designed, the Landscape Plan is compliant with the regulations of the Landscape Ordinance. Given that this property is less than two acres in size, the landscape section of the Zoning Ordinance caps the site area required to be devoted to landscaping 30%. This site is exceeding the minimum and is providing approximately 41% of the site in landscaped areas. They are proposing to remove 5 Pecan Trees and replant all new overstory trees. There are 15 overstory trees proposed (4 Cedar Elms, 4 Chinkapin Oaks, 2 Lacebark Elms and 5 Texas Red Oaks). A tree removal permit will be required prior to the removal of any trees. Building Elevations, Lighting & Signage The building is approximately 28-ft in height to the top of parapet. The building faces south with the main entrance in the center of the building. There are three main building materials proposed: white stone, cement fiber board (painted stained wood colors), and dark bronze metal panels for the warehouse area on the east portion and rear. There is a dark bronze metal canopy in front and extending along the side. There was no signage submitted for the site. Signage will need to comply with the ordinance requirements. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the Lot 1, Block A, Benge Legacy Site Plan, subject to the following conditions: 1. There will be additional comments at the time of Detail Engineering Review and Building Permit. 2. A tree removal permit is required prior to the removal of any trees. 3. Signage shall comply with the sign ordinance. 4. Submission of the location and type of the lighting facilities, security lighting, screening and glare shades will be required at the time of Building Permit, to ensure compliance with glare and lighting ordinance. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Plan 2. Landscape Plan & Tree Survey 3. Building Elevations 4. Rendering & Material Board 16 A1.0 LLC SITE PLAN Scale: 1" = 10'Site Data Table17 517.3FF = (1) 15" PECAN (2) 16" PECAN (3) 19" PECAN (4) 26" PECAN (5) 16" PECAN LLC STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT572 4AMANARICHDW. A RDSONa W R AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 GRAPHIC SCALE FEET02010 SFDOH 1"=10  0" TREE PRESERVATION PLAN L1.1 TREE PRESERVATION LEGEND TREE TO BE REMOVED TREE TO REMAIN TREE PRESERVATION FENCING TREE PRESERVATION NOTES CONSTRUCTION METHODS: BORING: BORING OF UTILITIES UNDER PROTECTED TREES MAY BE REQUIRED. WHEN REQUIRED, THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH OF THE CRITICAL ROOT ZONE AND SHALL BE A MINIMUM DEPTH OF FORTY (48) INCHES. TRENCHING: ALL TRENCHING SHALL BE DESIGNED TO AVOID TRENCHING ACROSS CRITICAL ROOT ZONES OF ANY PROTECTED TREE. THE PLACEMENT OF UNDERGROUND UTILITY LINES SUCH AS ELECTRIC, PHONE, GAS, ETC., IS ENCOURAGED TO BE LOCATED OUTSIDE THE CRITICAL ROOT ZONE. TRENCHING FOR IRRIGATION SYSTEMS SHALL BE PLACED OUTSIDE THE CRITICAL ROOT ZONE EXCEPT THE MINIMUM REQUIRED SINGLE HEAD SUPPLY LINE. THIS LINE IS ALLOWED TO EXTEND INTO THE CRITICAL ROOT ZONE PERPENDICULAR TO THE TREE TRUNK WITH THE LEAST POSSIBLE DISTURBANCE. TREES TO BE REMOVED: ALL TREES TO BE REMOVED FROM THE SITE SHALL BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE. TREES TO REMAIN: ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE PROTECTION DETAIL. EXISTING TREES NOTED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM DAMAGE AND COMPACTION OF SOIL UNDER AND AROUND DRIP LINE OF TREE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE. PROHIBITED ACTIVITIES IN CRITICAL ROOT ZONE: THE FOLLOWING ACTIVITIES ARE PROHIBITED IN THE AREAS NOTED AS THE CRITICAL ROOT ZONE. MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION, OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION, SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE. EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED, OR OTHER LIQUIDS DEPOSITED OR ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF A PROTECTED TREE. THIS INCLUDES, WITHOUT LIMITATION: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR MATERIALS. TREE ATTACHMENTS: NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION, EQUIPMENT, TRAFFIC, OR PARKING SHALL TAKE PLACE WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET PAVEMENT. GRADE CHANGES: A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE SHALL BE PRESERVED AT NATURAL GRADE. ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF THE TREES. PROCEDURES REQUIRED PRIOR TO CONSTRUCTION: PROTECTIVE FENCING: PRIOR TO CONSTRUCTION, THE CONTRACTOR OR SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED TREE ON A CONSTRUCTION SITE, A PROTECTIVE FENCING WHICH ENCIRCLES THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE TREE TO PROTECT IT FROM CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK, AND REMAIN IN PLACE UNTIL ALL EXTERIOR WORK HAS BEEN COMPLETED. BARK PROTECTION: IN SITUATIONS WHERE A PROTECTED TREE REMAINS IN THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND THE LANDSCAPE ARCHITECT OR OWNERS'S REPRESENTATIVE DETERMINES THE TREE BARK TO BE IN DANGER OF DAMAGE BY CONSTRUCTION EQUIPMENT OR OTHER ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE BY ENCLOSING THE ENTIRE CIRCUMFERENCE OF THE TREE WITH 2"X4" LUMBER ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE TREE. THE INTENT IS TO PROTECT THE BARK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE CONSTRUCTION EQUIPMENT. TREE PROTECTION FENCING N.T.S. 1 METAL T-POST 2'-3' IN GROUND ORANGE VINYL OR CHAIN LINK FENCE TO REMAIN DURING CONSTRUCTION NO GRADING SHALL OCCUR WITHIN LIMITS OF DRIPLINE EXISTING TREE NO ENTRY SIGNAGE 4' MIN.BORING: BORING OF UTILITIES UNDER PROTECTED TREES SHALL BE REQUIRED IN CIRCUMSTANCES WHERE IT IS NOT POSSIBLE TO TRENCH AROUND THE CRITICAL ROOT ZONE OF THE PROTECTED TREE. WHERE REQUIRED, THE LENGTH OF THE BORE SHALL BE THE WIDTH OF THE CRITICAL ROOT ZONE AT A MINIMUM AND SHALL BE A MINIMUM DEPTH OF FORTY EIGHT (48") INCHES. TRENCH = 40% ROOT KILL TUNNELING SAVES ROOTS PROTECTED TREE DRIP LINE BORING AND TUNNELING N.T.S. 2 WHERE A PROTECTED TREE REMAINS IN THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND THE TREE MAY BE IN DANGER OF BEING DAMAGED BY CONSTRUCTION EQUIPMENT OR OTHER ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE WITH 2" X 4" LUMBER ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE BARK OF THE TREE. THE INTENT IS TO PROTECT THE TRUNK OF THE TREE AGAINST INCIDENTAL CONTACT BY LARGE CONSTRUCTION EQUIPMENT. 2" X 4" LUMBER WIRE FINISH GRADE BARK PROTECTION N.T.S. 3 18 517.3FF = BERMUDA SOLID SOD, TYP. 2 SY 2 RO 10'-0"10'-0"10'-0"15'-0"PE PE PE PE PE PE PE PE PE PA PA S S I////////// //////// // //// //////// //////// // //////// //// //////// // //////// //////// //// // //////// //////// //////// ////// //////// ///// /// // //////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////SILVERMIST GRAVEL, MEDIUM, WHIZ Q STONE YARD, TYP. BERMUDA SOLID SOD, TYP. STEEL EDGE, TYP. 16 WM 2 CE 4 DBH 1 CO 2 CE 7 MS 31 AB 1 LE 2 CO 1 LE 1 CO 3 RO PE //////////STEEL EDGE, TYP.////////////////////////////////////////////////////////////////////////////////////////////////////// LLC STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT572 4AMANARICHDW. A RDSONa W R AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 GRAPHIC SCALE FEET02010 SFDOH 1"=10' - 0" LANDSCAPE PLAN L1.2 GENERAL LAWN NOTES 1.CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE CONSTRUCTION MANAGER 2.LAWN AREAS SHALL BE LEFT 1" BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION. 3.CONTRACTOR TO FIND GRADE AREAS TO ACHIEVE FINAL CONTOURS AS SHOWN ON CIVIL DRAWINGS. POSITIVE DRAINAGE SHALL BE PROVIDED AWAY FROM ALL BUILDINGS. ROUNDING AT TOP AND BOTTOM OF SLOPES SHALL BE PROVIDED AND IN OTHER BREAKS IN GRADE. CORRECT AREAS WHERE STANDING WATER MAY OCCUR. 4.ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION. 5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN DIAMETER AND LARGER. REMOVE ALL DIRT CLODS, STICKS, CONCRETE SPOILS, TRASH ETC PRIOR TO PLACING TOPSOIL AND GRASS INSTALLATION. 6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. 7.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT IF NECESSARY. SOLID SOD: 1.SOLID SOD SHALL BE PLACED ALONG ALL IMPERVIOUS EDGES, AT A MINIMUM. THIS SHALL INCLUDE CURBS, WALKS, INLETS, MANHOLES AND PLANTING BED AREAS. SOD SHALL COVER OTHER AREAS COMPLETELY AS INDICATED BY PLAN. 2.SOD SHALL BE STRONGLY ROOTED DROUGHT RESISTANT SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASS AND MACHINE CUT TO PAD THICKNESS OF 3/4" (+1/4"), EXCLUDING TOP GROWTH AND THATCH. 3.LAY SOD BY HAND TO COVER INDICATED AREAS COMPLETELY, ENSURING EDGES ARE TOUCHING WITH TIGHTLY FITTING JOINTS, NO OVERLAPS WITH STAGGERED STRIPS TO OFFSET JOINTS. 4.TOP DRESS JOINTS IN SOD BY HAND WITH TOPSOIL TO FILL VOIDS IF NECESSARY 5.SOD SHALL BE ROLLED TO CREATE A SMOOTH EVEN SURFACE. SOD SHOULD BE WATERED THOROUGHLY DURING INSTALLATION PROCESS. 6.SHOULD INSTALLATION OCCUR BETWEEN OCTOBER 1ST AND MARCH 1ST, OVERSEED BERMUDAGRASS SOD WITH WINTER RYEGRASS AT A RATE OF 4 POUNDS PER 1000 S.F. HYDROMULCH: 1.SCARIFY AND LOOSEN ALL AREAS TO BE HYDROMULCHED TO A MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH INSTALLATION. 2.BERMUDA GRASS SEED SHALL BE EXTRA HULLED, TREATED LAWN TYPE. SEED SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AND SHALL MEET ALL STATE/LOCAL LAW REQUIREMENTS. 3.FIBER SHALL BE 100% WOOD CELLULOSE FIBER, DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY "CONWEB' OR EQUAL. 4.FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS UNOPENED CONTAINER AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED BY GROWERS, INC OR APPROVED EQUAL. 5.HYDROMULCH WITH BERMUDA GRASS SEED AT A RATE OF 2 POUNDS PER 1000 S.F. 6.USE A BATTER BOARD AGAINST ALL BED AREAS TO PREVENT OVER SPRAY. 7.IF INADEQUATE MOISTURE IS PRESENT IN SOIL, APPLY WATER AS NECESSARY FOR OPTIMUM MOISTURE FOR SEED APPLICATION. 8.IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1ST AND MAY 1ST, ALL HYDORMULCH AREAS SHALL BE OVER-SEEDED WITH WINTER RYE GRASS AT A RATE OF FOUR POUNDS PER ONE THOUSAND SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO RE-HYDROMULCH WITH BERMUDA GRASS THE FOLLOWING GROWING SEASON AS PART OF THIS CONTRACT. 9.AFTER APPLICATION, NO EQUIPMENT SHALL OPERATE OVER APPLIED AREAS. WATER SEEDED AREAS IMMEDIATELY AFTER INSTALLATION TO SATURATION. 10.ALL LAWN AREAS TO BE HYDROMULCHED SHALL ACHIEVE 100% COVERAGE PRIOR TO FINAL ACCEPTANCE. LANDSCAPE NOTES 1.CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND EXISTING ELEMENTS. NOTIFY LANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE FOR ANY LAYOUT DISCREPANCIES OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS SHOWN. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS 2.CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ANY AND ALL UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE ARCHITECT SHOULD BE NOTIFIED OF ANY CONFLICTS. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING NEAR UNDERGROUND UTILITIES. 3.A MINIMUM OF 2% SLOPE SHALL BE PROVIDED AWAY FROM ALL STRUCTURES. 4.CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5.LANDSCAPE ISLANDS SHALL BE CROWNED, AND UNIFORM THROUGHOUT THE SITE. 6.PLANTING AREAS AND SOD TO BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS OR CURBS. EDGING NOT TO BE MORE THAN 1/2" ABOVE FINISHED GRADE. 7.EDGING SHALL BE CUT AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND/OR CURBS. 8.MULCH SHALL BE INSTALLED AT 1/2" BELOW THE TOPS OF SIDEWALKS AND CURBING. 9.QUANTITIES ON THESE PLANS ARE FOR REFERENCE ONLY. THE SPACING OF PLANTS SHOULD BE AS INDICATED ON PLANS OR OTHERWISE NOTED. ALL TREES AND SHRUBS SHALL BE PLANTED PER DETAILS. 10.CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER BALL AND BURLAP PLANT MATERIAL CAN BE SUBSTITUTED IF NEED BE AND IS APPROPRIATE TO THE SIZE AND QUALITY INDICATED ON THE PLANT MATERIAL LIST. 11.TREES SHALL BE PLANTED AT A MINIMUM OF 5' FROM ANY UTILITY LINE, SIDEWALK OR CURB. TREES SHALL ALSO BE 10' CLEAR FROM FIRE HYDRANTS. 12.4" OF SHREDDED HARDWOOD MULCH (2" SETTLED THICKNESS) SHALL BE PLACED OVER WEED BARRIER FABRIC. MULCH SHALL BE SHREDDED HARDWOOD MULCH OR APPROVED EQUAL, PINE STRAW MULCH IS PROHIBITED. 13.WEED BARRIER FABRIC SHALL BE USED IN PLANT BEDS AND AROUND ALL TREES AND SHALL BE MIRAFI 1405 WEED BARRIER OR APPROVED EQUAL. 14.CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE MATERIALS AND BE RESPONSIBLE FOR OBTAINING ALL LANDSCAPE AND IRRIGATION PERMITS. IRRIGATION: 1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH A FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO HAVE AN ET WEATHER BASED CONTROLLER AND BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR. MAINTENANCE REQUIREMENTS: 1.VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE THAT PLANT MATERIAL IS ESTABLISHING PROPERLY AND REMAINS IN A HEALTHY GROWING CONDITION APPROPRIATE FOR THE SEASON. IF DAMAGED OR REMOVED, PLANTS MUST BE REPLACED BY A SIMILAR VARIETY AND SIZE. 2.MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER APPLICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THE OWNER OR OWNER'S REPRESENTATIVE ACCEPTS AND ASSUMES REGULAR MAINTENANCE. 3.ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE OF TRASH, DEBRIS, WEEDS AND OTHER MATERIAL. MISCELLANEOUS MATERIALS: 1.STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK GREEN DURAEDGE STEEL LANDSCAPE EDGING UNLESS NOTED OTHERWISE ON PLANS/DETAILS. 2.SILVER MIST ROCK, MEDIUM - ROCK SHALL BE COMPACTED TO A MINIMUM OF 3" DEPTH OVER FILTER FABRIC. PE = PERIMETER TREE PA = PARKING OR INTERIOR LOT TREE S = STREET TREE I = NON VEHICULAR OPEN SPACE TREE 19 LLC STA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT572 4AMANARICHDW. A RDSONa W R AWR Designs, LLC P.O. Box 1746 Aledo, Texas 76008 amanda@awr-designs.com c. 512.517.5589 LANDSCAPE SPECIFICATIONS AND DETAILS L1.3 SHRUB PLANTING SHRUBS OR GROUNDCOVER AS SPECIFIED ON PLAN PLANTING SOIL MIX. TILL IN WITH PARTS EXISTING SOIL, EXCLUDING LARGE CLODS AND ROCKS. ROOT BALL, DO NOT DISTURB UNDISTURBED SUBGRADE / NATIVE SOIL WEED BARRIER FABRIC LAYER OF MULCH, SETTLED THICKNESS SHOULD BE 2" MIN.CURB OR SIDEWALK, NO STEEL EDGING ALONG WALK, TYP. TOP OF MULCH SHOULD BE, AT MINIMUM, 1/2" BELOW WALK OR CURBING REF. LANDSCAPE PLAN FOR SPACING 2 N.T.S. 1/2" MAXIMUM O.C. SPACINGO.C. SPACING BACK OF CURB MULCH 24" MIN. SETBACK FOR SHRUBS & GROUNDCOVERS ALONG BACK OF CURB TO ALLOW FOR CAR OVERHANG SHRUB SPACING AND PLANTING AT B.O.C.3 N.T.S. 4' MIN. 2.5' MIN. SPECIFIED BED BORDER 2' MIN. BACK OF CURB MULCH PER SPECIFICATIONS LAWN SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS 3/16" X 4" X 16" STEEL EDGING WITH STAKES NOTE: NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS 1/2" MAXIMUM STEEL EDGING DETAIL4 N.T.S. DECOMPOSED GRANITE / RIVER ROCK5 N.T.S. DECOMPOSED GRANITE AND/OR RIVER ROCK TO BE COMPACTED TO A 3" DEPTH PLANTING AREA, REFERENCE LANDSCAPE PLAN DECOMPOSED GRANITE / RIVER ROCK ENSURE PROPER DRAINAGE STEEL EDGING FILTER FABRIC, WRAP UP AT EDGING, TYP. COMPACTED SUBGRADE SECTION 32 9300 - LANDSCAPE PART 1 - GENERAL 1.1 QUALIFICATIONS OF THE LANDSCAPE CONTRACTOR. A.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING 1.2 REFERENCE DOCUMENTS A.REFER TO LANDSCAPE PLANS, NOTES, SCHEDULES AND DETAILS FOR ADDITIONAL REQUIREMENTS 1.3 SCOPE OF WORK / DESCRIPTION OF WORK A.WORK COVERED BY THESE SECTIONS INCLUDES: FURNISH ALL SUPERVISIONS, LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED TO COMPLETE THE WORK COVERED IN CONJUNCTION WITH THE LANDSCAPING COVERED IN LANDSCAPE PLANS AND SPECIFICATIONS INCLUDING: 1. PLANTING (TREES, SHRUBS, GRASSES) 1.BED PREP AND FERTILIZATION 3. NOTIFICATION OF SOURCES 4. WATER AND MAINTENANCE UNTIL ACCEPTANCE 5. GUARANTEE B.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. C.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK 1.4 REFERENCES A.AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICAN ASSOCIATION OF NURSERYMEN; 27 OCTOBER 1980, EDITION; BY AMERICAN NATIONAL STANDARDS INSTUTUTE (Z60.1) - PLANT MATERIAL B.AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE; 1942 EDITION OF STANDARDIZED PLANT NAMES. C.TEXAS ASSOCIATION OF NURSERYMEN, GRADES AND STANDARDS 1.5 SUBMITTALS A.PROVIDE REPRESENTATIVE QUANTITIES OF EACH SOIL, MULCH, BED MIX, GRAVEL AND STONE BEFORE INSTALLATION. SAMPLES TO BE APPROVED BY OWNER'S REPRESENTATIVE BEFORE USE. B.SOIL AMENDMENTS AND FERTILIZERS SHOULD BE RESEARCHED AND BASED ON THE SOILS IN THE AREA. C.BEFORE INSTALLATION, SUBMIT DOCUMENTATION THAT PLANT MATERIALS ARE AVAILABLE AND HAVE BEEN RESERVED. FOR ANY PLANT MATERIAL NOT AVAILABLE, SUBMIT REQUEST FOR SUBSTITUTION. 1.6 JOB CONDITIONS, DELIVERY, STORAGE AND HANDLING A.GENERAL CONTRACTOR TO COMPLETE WORK BEFORE LANDSCAPE CONTRACTOR TO COMMENCE. B.ALL PLANTING BED AREAS SHALL BE LEFT THREE INCHES BELOW FINAL GRADE OF SIDEWALKS, DRIVES AND CURBS. ALL AREAS TO RECEIVE SOLID SOD SHALL BE LEFT ONE INCH BELOW THE FINAL GRADE OF WALKS, DRIVES AND CURBS. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO LANDSCAPE CONTRACTOR BEGINNING WORK C.STORAGE OF MATERIALS AND EQUIPMENT AT THE JOB SITE WILL BE AT THE RISK OF THE LANDSCAPE CONTRACTOR. THE OWNER CANNOT BE HELD RESPONSIBLE FOR THEFT OR DAMAGE. 1.7 SEQUENCING A.INSTALL TREES, SHRUBS, AND LINER STOCK PLANT MATERIALS PRIOR TO INSTALLATION OF LAWN/SOLID SOD. B.WHERE EXISTING TURF AREAS ARE BEING CONVERTED TO PLANTING BEDS, THE TURF SHALL BE CHEMICALLY ERADICATED TO MINIMIZE RE-GROWTH IN THE FUTURE. AREAS SHALL BE PROPERLY PREPARED WITH AMENDED ORGANIC MATTER. 1.8 MAINTENANCE AND GUARANTEE MAINTENANCE: A.THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK FROM THE TIME OF PLANTING UNTIL FINAL ACCEPTANCE BY OWNER. B.NO TREES, GRASS, GROUNDCOVER OR GRASS WILL BE ACCEPTED UNLESS THEY SHOW HEALTHY GROWTH AND SATISFACTORY FOLIAGE CONDITIONS. C.MAINTENANCE SHALL INCLUDE WATERING OF TREES AND PLANTS, CULTIVATION, WEED SPRAYING, EDGING, PRUNING OF TREES, MOWING OF GRASS, CLEANING UP AND ALL OTHER WORK NECESSARY FOR MAINTENANCE. D.A WRITTEN NOTICE REQUESTING FINAL INSPECTION AND ACCEPTANCE SHOULD BE SUBMITTED TO THE OWNER AT LEAST 7 DAYS PRIOR TO COMPLETION. AN ON SITE INSPECTION BY THE OWNER'S AUTHORIZED REPRESENTATIVE WILL BE COMPLETED PRIOR TO WRITTEN ACCEPTANCE. E.NOTIFY OWNER OR OWNER'S REPRESENTATIVE SEVEN DAYS PRIOR TO THE EXPIRATION OF THE WARRANTY PERIOD. F.REMOVE DEAD, UNHEALTHY AND UNSIGHTLY PLANTS DURING WARRANTY PERIOD G.REMOVE GUYING AND STAKING MATERIALS AFTER ONE YEAR H.ALL LANDSCAPE MUST BE MAINTAINED AND GRASS MOWED/EDGED ON A WEEKLY SCHEDULE UNTIL ACCEPTANCE BY OWNER. REMOVE CLIPPINGS AND DEBRIS FROM SITE PROMPTLY. I.REMOVE TRASH, DEBRIS, AND LITTER. WATER, PRUNE, RESTAKE TREES, FERTILIZE, WEED AND APPLY HERBICIDES AND FUNGICIDES AS REQUIRED. J.COORDINATE THE OPERATION OF IRRIGATION SYSTEM TO ENSURE THAT PLANTS ARE ADEQUATELY WATERED. HAND WATER AREAS NOT RECEIVING ADEQUATE WATER FROM AN IRRIGATION SYSTEM. K.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN ACCORDANCE TO THE MAINTENANCE SERVICE TO ENSURE THE SYSTEM IS IN PROPER WORKING ORDER WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. L.REAPPLY MULCH TO BARE AND THIN AREAS. M.SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. N.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. GUARANTEE: A.TREES, SHRUBS, GROUNDCVOER SHALL BE GUARANTEED (IN WRITING) FOR A 12 MONTH PERIOD (90 DAYS FOR ANNUAL PLANTING OR AT THE END OF THE SEASONAL COLOR GROWING SEASON, WHICHEVER COMES SOONER) AFTER FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE ALL DEAD MATERIALS AS SOON AS WEATHER PERMITS AND UPON NOTIFICATION OF THE OWNER. B.PLANTS INCLUDING TREES, WHICH HAVE PARTIALLY DIED SO THAT SHAPE, SIZE OR SYMMETRY HAVE BEEN DAMAGED SHALL BE CONSIDERED SUBJECT TO REPLACEMENT. IN SUCH CASES, THE OPINION OF THE OWNER SHALL BE FINAL. C.PLANTS USED FOR REPLACEMENT SHALL BE OF THE SAME SIZE AND KIND AS THOSE ORIGINALLY PLANTED OR SPECIFIED. ALL WORK INCLUDING MATERIALS, LABOR AND EQUIPMENT USED IN REPLACEMENTS SHALL CARRY A 12 MONTH GUARANTEE. ANY DAMAGE INCLUDING RUTS IN LAWN OR BED AREAS INCURRED AS A RESULT OF MAKING REPLACEMENTS SHALL BE IMMEDIATELY REPAIRED. D.WHEN PLANT REPLACEMENTS ARE MADE, PLANTS, SOIL MIX, FERTILIZER AND MULCH ARE TO BE UTILIZED AS ORIGINALLY SPECIFIED AND RE-INSPECTED FOR FULL COMPLIANCE WITH THE CONTRACT REQUIREMENTS. ALL REPLACEMENTS ARE INCLUDED UNDER "WORK" OF THIS SECTION. E.THE OWNER AGREES THAT FOR THE ONE YEAR WARRANTY PERIOD TO BE EFFECTIVE, HE WILL WATER PLANTS AT LEAST TWICE A WEEK DURING DRY PERIODS. F.THE ABOVE GUARANTEE SHALL NOT APPLY WHERE PLANTS DIE AFTER ACCEPTANCE BECAUSE OF DAMAGE DUE TO ACTS OF GOD, VANDALISM, INSECTS, DISEASE, INJURY BY HUMANS, MACHINES, THEFT OR NEGLIGENCE BY OWNER. G.ACCEPTANCE FOR ALL LANDSCAPE WORK SHALL BE GIVEN AFTER FINAL INSPECTION BY THE OWNER PROVIDED THE JOB IS IN A COMPLETE, UNDAMAGED CONDITION AND THERE IS A STAND OF GRASS IN ALL LAWN AREAS. AT THAT TIME, THE OWNER WILL ASSUME MAINTENANCE ON THE ACCEPTED WORK. 1.9 QUALITY ASSURANCE A.COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. B.EMPLOY PERSONNEL EXPERIENCED AND FAMILIAR WITH THE REQUIRED WORK AND SUPERVISION BY A FOREMAN. C.MAKE CONTACT WITH SUPPLIERS IMMEDIATELY UPON OBTAINING NOTICE OF CONTRACT ACCEPTANCE TO SELECT AND BOOK MATERIALS. D.DEVELOP A PROGRAM OF MAINTENANCE (PRUNING AND FERTILIZATION) WHICH WILL ENSURE THE PURCHASED MATERIALS WILL MEET AND/OR EXCEED PROJECT SPECIFICATIONS. E.DO NOT MAKE PLANT MATERIAL SUBSTITUTIONS. IF THE LANDSCAPE MATERIAL SPECIFIED IS NOT READILY AVAILABLE, SUBMIT PROOF TO LANDSCAPE ARCHITECT ALONG WITH THE PROPOSED MATERIAL TO BE USED IN LIEU OF THE SPECIFIED PLANT. F.AT THE TIME BIDS ARE SUBMITTED, THE CONTRACTOR IS ASSUMED TO HAVE LOCATED THE MATERIALS NECESSARY TO COMPLETE THE JOB AS SPECIFIED. G.OWNER'S REPRESENTATIVE SHALL INSPECT ALL PLANT MATERIAL AND RETAINS THE RIGHT TO INSPECT MATERIALS UPON ARRIVAL TO THE SITE AND DURING INSTALLATION. THE OWNER'S REPRESENTATIVE MAY ALSO REJECT ANY MATERIALS HE/SHE FEELS TO BE UNSATISFACTORY OR DEFECTIVE DURING THE WORK PROCESS. ALL PLANTS DAMAGED IN TRANSIT OR AT THE JOB SITE SHALL BE REJECTED. 1.10 PRODUCT DELIVERY, STORAGE AND HANDLING A.PREPARATION 1. BALLED AND BURLAPPED B&B PLANTS): DIG AND PREPARE SHIPMENT IN A MANNER THAT WILL NOT DAMAGE ROOTS, BRANCHES, SHAPE AND FUTURE DEVELOPMENT. 2. CONTAINER GROWN PLANTS: DELIVER PLANTS IN RIGID CONTAINER TO HOLD BALL SHAPE AND PROTECT ROOT MASS. B.DELIVERY 1. DELIVER PACKAGED MATERIALS IN SEALED CONTAINERS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY AND WHILE STORED ON SITE. 2. DELIVER ONLY PLANT MATERIALS THAT CAN BE PLANTED IN ONE DAY UNLESS ADEQUATE STORAGE AND WATERING FACILITIES ARE AVAILABLE ON SITE 3. PROTECT ROOT BALLS BY HEELING IN WITH SAWDUST OR OTHER APPROVED MOISTURE RETAINING MATERIAL IF NOT PLANTED WITHIN 24 HOURS OF DELIVERY. 4. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO ROOT BALL OR DESICCATION OF LEAVES. 5. KEEP PLANTS MOIST AT ALL TIMES. COVER ALL MATERIALS DURING TRANSPORT. 6. NOTIFY OWNERS REPRESENTATIVE OF DELIVERY 72 HOURS PRIOR TO DELIVERY OF PLANT MATERIAL AT JOB SITE. 7. REMOVE REJECTED PLANT MATERIAL IMMEDIATELY FROM JOB SITE. 8. TO AVOID DAMAGE OR STRESS, DO NOT LIFT, MOVE, ADJUST TO PLUMB, OR OTHERWISE MANIPULATE PLANTS BY TRUNK OR STEMS. PART 2 - PRODUCTS 2.1 PLANT MATERIALS A.GENERAL: WELL FORMED NO. 1 GRADE OR BETTER NURSERY GROWN STOCK. LISTED PLANT HEIGHTS ARE FROM TOPS OF FOOT BALLS TO NOMINAL TOPS OF PLANTS. PLANT SPREAD REFERS TO NOMINAL OUTER WIDTH OF THE PLANT NOT THE OUTER LEAF TIPS. PLANTS SHALL BE INDIVIDUALLY APPROVED BY THE OWNERS REPRESENTATIVE AND THEIR DECISION AS TO THEIR ACCEPTABILITY SHALL BE FINAL. B.QUANTITIES: THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. ANYTHING CALLED FOR ON ONE AND NOT THE OTHER IS AS BINDING AS IF SHOWN AND CALLED FOR ON BOTH. THE PLANT SCHEDULE IS AN AID TO BIDDERS ONLY. CONFIRM ALL QUANTITIES ON PLAN. C.QUANTITIES AND SIZE: PLANT MATERIALS SHALL CONFORM TO THE SIZE GIVEN ON THE PLAN AND SHALL BE HEALTHY, WELL SHAPED, FULL BRANCHED AND WELL ROOTED. SYMMETRY IS ALSO IMPERATIVE. PLANTS SHALL BE FREE FROM INSECTS, INJURY, DISEASE, BROKEN BRANCHES, DISFIGUREMENTS, INSECT EGGS AND ARE TO BE OF SPECIMEN QUALITY. D.APPROVAL: ALL PLANTS WHICH ARE FOUND UNSUITABLE IN GROWTH OR ARE UNHEALTHY, BADLY SHAPED OR UNDERSIZED WILL BE REJECTED BY THE OWNERS REPRESENTATIVE EITHER BEFORE OR AFTER PLANTING AND SHALL BE REMOVED AT THE EXPENSE OF THE LANDSCAPE CONTRACTOR AND REPLACED WITH ACCEPTABLE SPECIMENS. E.TREES SHALL BE HEALTHY, FULL BRANCHED, WELL SHAPED AND SHALL MEET THE MINIMUM REQUIREMENTS AS SPECIFIED ON THE PLANT SCHEDULE. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE IF POSSIBLE, AND WITH SIMILAR CLIMACTIC CONDITIONS. F.PRUNING: ALL PRUNING OF TREES AND SHRUBS SHALL BE EXECUTED BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, PRIOR TO FINAL ACCEPTANCE. G.PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THE PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED. USE OF LARGER PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. H.WHERE MATERIALS ARE PLANTED IN MASSES, PROVIDE PLANTS OF UNIFORM SIZE. I.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED, FIBROUS ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). J.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING K.TREE TRUNKS TO BE STURDY, EXHIBIT HARDENED SYSTEMS AND VIGOROUS AND FIBROUS ROOT SYSTEMS, NOT ROOT OR POT BOUND. L.TREES WITH DAMAGED OR CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, DISFIGURING KNOTS, OR\INSECT DAMAGE WILL BE REJECTED. M.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER N.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. O.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. P.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. 2.2 SOIL PREPARATION MATERIALS A.SANDY LOAM: 1. FRIABLE, FERTILE, DARK, LOAMY SOIL, FREE OF CLAY LUMPS, SUBSOIL, STONES AND OTHER EXTRANEOUS MATERIAL AND REASONABLY FREE OF WEEDS AND FOREIGN GRASSES. LOAM CONTAINING DALLASGRASS OR NUTGRASS SHALL BE REJECTED. 2. PHYSICAL PROPERTIES AS FOLLOWS: a.CLAY – BETWEEN 7-27% b.SILT – BETWEEN 15-25% c.SAND – LESS THAN 52% 3. ORGANIC MATTER SHALL BE 3%-10% OF TOTAL DRY WEIGHT. 4. IF REQUESTED, LANDSCAPE CONTRACTOR SHALL PROVIDE A CERTIFIED SOIL ANALYSIS CONDUCTED BY AN APPROVED SOIL TESTING LABORATORY VERIFYING THAT SANDY LOAM MEETS THE ABOVE REQUIREMENTS. B.ORGANIC MATERIAL: COMPOST WITH A MIXTURE OF 80% VEGETATIVE MATTER AND 20% ANIMAL WASTE. INGREDIENTS SHOULD BE A MIX OF COURSE AND FINE TEXTURED MATERIAL. C.PREMIXED BEDDING SOIL AS SUPPLIED BY VITAL EARTH RESOURCES, GLADEWATER, TEXAS; PROFESSIONAL BEDDING SOIL AS SUPPLIED BY LIVING EARTH TECHNOLOGY, DALLAS, TEXAS OR ACID GRO MUNICIPAL MIX AS SUPPLIED BY SOIL BUILDING SYSTEMS, DALLAS, TEXAS OR APPROVED EQUAL. D.SHARP SAND: SHARP SAND MUST BE FREE OF SEEDS, SOIL PARTICLES AND WEEDS. E.MULCH: DOUBLE SHREDDED HARDWOOD MULCH, PARTIALLY DECOMPOSED, DARK BROWN. F.ORGANIC FERTILIZER: FERTILAID, SUSTANE, OR GREEN SENSE OR EQUAL AS RECOMMENDED FOR REQUIRED APPLICATIONS. FERTILIZER SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS. G.COMMERCIAL FERTILIZER: 10-20-10 OR SIMILAR ANALYSIS. NITROGEN SOURCE TO BE A MINIMUM 50% SLOW RELEASE ORGANIC NITROGEN (SCU OR UF) WITH A MINIMUM 8% SULFUR AND 4% IRON, PLUS MICRONUTRIENTS. H.PEAT: COMMERCIAL SPHAGNUM PEAT MOSS OR PARTIALLY DECOMPOSED SHREDDED PINE BARK OR OTHER APPROVED ORGANIC MATERIAL. 2.3 MISCELLANEOUS MATERIALS A.STEEL EDGING - SHALL BE 3/16” X 4” X 16” DARK GREEN LANDSCAPE EDGING. DURAEDGE STEEL OR APPROVED EQUAL. B.TREE STAKING - TREE STAKING SOLUTIONS OR APPROVED SUBSTITUTE; REFER TO DETAILS. C.FILTER FABRIC - MIRAFI 140N BY MIRAFI INC. OR APPROVED SUBSTITUTE. AVAILABLE AT LONE STAR PRODUCTS, INC. (469-523-0444) APPROVED FABRICS MUST ADHERE TO THE FOLLOWING ITEMS: D.SAND - UNIFORMLY GRADED, WASHED, CLEAN, BANK RUN SAND. E.GRAVEL: WASHED NATIVE PEA GRAVEL, GRADED 1" TO 1.5" F.DECOMPOSED GRANITE - BASE MATERIAL OF NATURAL MATERIAL MIX OF GRANITE AGGREGATE NOT TO EXCEED 1/8” IN DIAMETER COMPOSED OF VARIOUS STAGES OF DECOMPOSED EARTH BASE. G.SILVER MIST MEDIUM ROCK - LOCALLY AVAILABLE AT WHIZ Q STONE. H.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. PART 3 - EXECUTION 3.1 PREPARATION A.LANDSCAPE CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS AND REPORT ANY DEFICIENCIES TO THE OWNER. B.ALL PLANTING AREAS SHALL BE CONDITIONED AS FOLLOWS: 1. PREPARE NEW PLANTING BEDS BY SCRAPING AWAY EXISTING GRASS AND WEEDS AS NECESSARY. TILL EXISTING SOIL TO A DEPTH OF SIX (6") INCHES PRIOR TO PLACING COMPOST AND FERTILIZER. APPLY FERTILIZER AS PER MANUFACTURER'S RECOMMENDATIONS. ADD SIX (6") INCHES OF COMPOST AND TILL INTO A DEPTH OF SIX (6") INCHES OF SPECIFIED MULCH (SETTLED THICKNESS). 2. BACKFILL FOR TREE PITS SHALL BE AS FOLLOWS: USE EXISTING TOP SOIL ON SITE (USE IMPORTED TOPSOIL AS NEEDED) FREE FROM LARGE CLUMPS, ROCKS, DEBRIS, CALICHE, SUBSOILS, ETC., PLACED IN NINE (9") INCH LAYERS AND WATERED IN THOROUGHLY. C.GRASS AREAS: 1. BLOCKS OF SOD SHOULD BE LAID JOINT TO JOINT (STAGGERED JOINTS) AFTER FERTILIZING THE GROUND FIRST. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. THE JOINTS BETWEEN THE BLOCKS OF SOD SHOULD BE FILLED WITH TOPSOIL WHERE THEY ARE GAPED OPEN, THEN WATERED THOROUGHLY. 3.2 INSTALLATION A.MAINTENANCE OF PLANT MATERIALS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS DELIVERED TO THE SITE AND SHALL CONTINUE UNTIL ALL CONSTRUCTION HAS BEEN SATISFACTORILY ACCOMPLISHED. B.PLANT MATERIALS SHALL BE DELIVERED TO THE SITE ONLY AFTER THE BEDS ARE PREPARED AND AREAS ARE READY FOR PLANTING. ALL SHIPMENTS OF NURSERY MATERIALS SHALL BE THOROUGHLY PROTECTED FROM THE WINDS DURING TRANSIT. ALL PLANTS WHICH CANNOT BE PLANTED AT ONCE, AFTER DELIVERY TO THE SITE, SHALL BE WELL PROTECTED AGAINST THE POSSIBILITY OF DRYING BY WIND AND BALLS OF EARTH OF B & B PLANTS SHALL BE KEPT COVERED WITH SOIL OR OTHER ACCEPTABLE MATERIAL. ALL PLANTS REMAIN THE PROPERTY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE. C.POSITION THE TREES AND SHRUBS IN THEIR INTENDED LOCATION AS PER PLAN. D.NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL POSITIONING OF PLANT MATERIALS. E.EXCAVATE PITS WITH VERTICAL SIDES AND HORIZONTAL BOTTOM. TREE PITS SHALL BE LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY TO BALLS OF EARTH OR ROOTS AND SHALL BE OF SUCH DEPTH THAT,WHEN PLANTED AND SETTLED, THE CROWN OF THE PLANT SHALL BEAR THE SAME RELATIONSHIP TO THE FINISH GRADE AS IT DID TO SOIL SURFACE IN ORIGINAL PLACE OF GROWTH. THE SIDES OF THE HOLE SHOULD BE ROUGH AND JAGGED, NEVER SLICK OR GLAZED. F.SHRUB AND TREE PITS SHALL BE NO LESS THAN TWENTY-FOUR (24") INCHES WIDER THAN THE LATERAL DIMENSION OF THE EARTH BALL AND SIX (6") INCHES DEEPER THAN IT'S VERTICAL DIMENSION. REMOVE AND HAUL FROM SITE ALL ROCKS AND STONES OVER THREE-QUARTER (3 4") INCH IN DIAMETER. PLANTS SHOULD BE THOROUGHLY MOIST BEFORE REMOVING CONTAINERS. G.PERCOLATION TEST: FILL THE HOLE WITH WATER. IF THE WATER LEVEL DOES NOT PERCOLATE WITHIN 24 HOURS, THE TREE NEEDS TO MOVE TO ANOTHER LOCATION OR HAVE DRAINAGE ADDED. INSTALL A PVC STAND PIPE PER TREE IF THE PERCOLATION TEST FAILS. H.BACKFILL ONLY WITH 5 PARTS EXISTING SOIL OR SANDY LOAM AND 1 PART BED PREPARATION. WHEN THE HOLE IS DUG IN SOLID ROCK, TOPSOIL FROM THE SAME AREA SHOULD NOT BE USED. CAREFULLY SETTLE BY WATERING TO PREVENT AIR POCKETS. REMOVE THE BURLAP FROM THE TOP 13 OF THE BALL, AS WELL AS ALL NYLON, PLASTIC STRING AND WIRE. CONTAINER TREES WILL USUALLY BE ROOT BOUND, IF SO FOLLOW STANDARD NURSERY PRACTICE OF ‘ROOT SCORING’. I.DO NOT WRAP TREES. J.DO NOT OVER PRUNE. K.REMOVE NURSERY TAGS AND STAKES FROM ALL PLANTS L.REMOVE BOTTOM OF PLANT BOXES PRIOR TO PLACING PLANTS. REMOVE SIDES AFTER PLACEMENT AND PARTIAL BACKFILLING. M.REMOVE UPPER THIRD OF BURLAP FROM BALLED AND BURLAPPED TREES AFTER PLACEMENT. N.PLACE PLANT UPRIGHT AND PLUMB IN CENTER OF HOLE. ORIENT PLANTS FOR BEST APPEARANCE. O.MULCH THE TOP OF THE BALL. DO NOT PLANT GRASS ALL THE WAY TO THE TRUNK OF THE TREE. LEAVE THE AREA ABOVE THE TOP OF THE BALL AND MULCH WITH AT LEAST TWO (2") INCHES OF SPECIFIED MULCH. P.ALL PLANT BEDS AND TREES TO BE MULCHED WITH A MINIMUM SETTLED THICKNESS OF TWO (2") INCHES OVER THE ENTIRE BED OR PIT. Q.OBSTRUCTION BELOW GROUND: IN THE EVENT THAT ROCK, OR UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED IN ANY PLANT PIT EXCAVATION WORK TO BE DONE UNDER THIS SECTION, ALTERNATE LOCATIONS MAY BE SELECTED BY THE OWNER. WHERE LOCATIONS CANNOT BE CHANGED, THE OBSTRUCTIONS SHALL BE REMOVED TO A DEPTH OF NOT LESS THAN THREE (3') FEET BELOW GRADE AND NO LESS THAN SIX (6") INCHES BELOW THE BOTTOM OF BALL WHEN PLANT IS PROPERLY SET AT THE REQUIRED GRADE. THE WORK OF THIS SECTION SHALL INCLUDE THE REMOVAL FROM THE SITE OF SUCH ROCK OR UNDERGROUND OBSTRUCTIONS ENCOUNTERED AT THE COST OF THE LANDSCAPE CONTRACTOR. R.TREES AND LARGE SHRUBS SHALL BE STAKED AS SITE CONDITIONS REQUIRE. POSITION STAKES TO SECURE TREES AGAINST SEASONAL PREVAILING WINDS. S.PRUNING AND MULCHING: PRUNING SHALL BE DIRECTED BY THE LANDSCAPE ARCHITECT AND SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE FOLLOWING FINE PRUNING, CLASS I PRUNING STANDARDS PROVIDED BY THE NATIONAL ARBORIST ASSOCIATION. 1.DEAD WOOD, SUCKERS, BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. GENERAL TIPPING OF THE BRANCHES IS NOT PERMITTED. DO NOT CUT TERMINAL BRANCHES. 2.PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS. 3.IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED, ALL TREE PITS SHALL BE COVERED WITH A LAYER OF ORGANIC MATERIAL TWO (2") INCHES IN DEPTH. THIS LIMIT OF THE ORGANIC MATERIAL FOR TREES SHALL BE THE DIAMETER OF THE PLANT PIT. Q.STEEL EDGE INSTALLATION: EDGE SHALL BE ALIGNED AS INDICATED ON PLANS. STAKE OUT LIMITS OF STEEL CURBING AND OBTAIN OWNERS APPROVAL PRIOR TO INSTALLATION. 1.ALL STEEL CURBING SHALL BE FREE OF KINKS AND ABRUPT BENDS. 2.TOP OF EDGING SHALL BE 12" MAXIMUM HEIGHT ABOVE FINAL FINISHED GRADE. 3.STAKES ARE TO BE INSTALLED ON THE PLANTING BED SIDE OF THE CURBING, AS OPPOSED TO THE GRASS SIDE. 4.DO NOT INSTALL STEEL EDGING ALONG SIDEWALKS OR CURBS. 5.CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE EDGING MEETS SIDEWALKS OR CURBS. 3.3 CLEANUP AND ACCEPTANCE A.CLEANUP: DURING THE WORK, THE PREMISES SHALL BE KEPT NEAT AND ORDERLY AT ALL TIMES. STORAGE AREAS FOR ALL MATERIALS SHALL BE SO ORGANIZED SO THAT THEY, TOO, ARE NEAT AND ORDERLY. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE SITE AS WORK PROGRESSES. KEEP PAVED AREAS CLEAN BY SWEEPING OR HOSING THEM AT END OF EACH WORK DAY. B.REPAIR RUTS, HOLES AND SCARES IN GROUND SURFACES. C.ENSURE THAT WORK IS COMPLETE AND PLANT MATERIALS ARE IN VIGOROUS AND HEALTHY GROWING CONDITION. D.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. E.WHEN/IF THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. F.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. END OF SECTION TREE PLANTING N.T.S. 1 (3) 2" DIA. X 8' LENGTH LARGE METAL "T" POSTS IN UNDISTURBED SOIL TIE TO STAKE WITH PLASTIC CHAIN TIES NEVER CUT LEADER SET TOP OF ROOT BALL 3" ABOVE FINISH GRADE. MULCH - 3" MIN. DEPTH BUILD 4" HT. SAUCER AROUND PLANTING PIT WITH TOPSOIL. 6" MIN. UNDISTURBED SUBGRADE 12" MIN. ALL SIDES 12" MIN. ALL SIDES PLACE TWO ON PREVAILING WIND SIDE OF TREE (PAINTED BLACK) BACK FILL / PLANTING SOIL MIX. TILL IN WITH PARTS EXISTING SOIL, EXCLUDING LARGE CLODS AND ROCKS. FINISH GRADE 20 A3.0 LLC SOUTH ELEVATIONScale: 1/8" = 1'-0"EAST ELEVATIONScale: 1/8" = 1'-0"NORTH ELEVATIONScale: 1/8" = 1'-0"WEST ELEVATIONScale: 1/8" = 1'-0"21 A1.0 LLC OPTION 2OPTION 1BLDG SECTION WITH HIGH BAY WINDOWSWEST ELEVATION WITH HIGH BAY WINDOWS R-1 BENGE LEGACY For the Front Stone concept, provide a sheet with thesame format as R-2 with rendering, 4 elevations, bldgsection.ISSUE FOR REVIEW02/07/2026ISSUE FOR REVIEW 02/07/202622 23 Master City of Coppell, Texas 255 E. Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2026-0151 File ID: Type: Status: 2026-0151 Agenda Item Agenda Ready 1Version: Reference: In Control: Planning and Zoning Commission 03/13/2026File Created: Final Action: Benge Minor PlatFile Name: Title: Consider approval of Benge Legacy Addition, Lot 1, Block A Minor Plat, a minor plat to allow for development of a 4,900-sf office/warehouse, located at 428 Southwestern Boulevard, at the request of Jason Benge, being represented by Greg Frnka of GPF Architects, LLC. STAFF REP.: Matthew Steer Notes: Sponsors: Enactment Date: Staff Report.pdf, 1. Minor Plat.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: Text of Legislative File 2026-0151 Title Consider approval of Benge Legacy Addition, Lot 1, Block A Minor Plat, a minor plat to allow for development of a 4,900-sf office/warehouse, located at 428 Southwestern Boulevard, at the request of Jason Benge, being represented by Greg Frnka of GPF Architects, LLC. STAFF REP.: Matthew Steer Summary Page 1City of Coppell, Texas Printed on 3/13/2026 24 ITEM # 7 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Benge Legacy Addition, Lot 1, Block A, Minor Plat P&Z HEARING DATE: March 19, 2026 STAFF REP.: Matthew Steer, AICP, Development Services Administrator LOCATION: 428 Southwestern - On the north side of Southwestern Boulevard, approximately 300 feet east of South Coppell Road. SIZE OF AREA: 0.43 acres of property CURRENT ZONING: LI (Light Industrial) REQUEST: Minor Plat approval for an approximately 4,900 square-foot one-story office warehouse building. APPLICANT: Applicant: Architect: Jason Benge Greg Frnka GPF Architects HISTORY: The property is zoned Light Industrial and currently has a single-family house to be demolished. HISTORIC COMMENT: The property has no known historical significance. TRANSPORTATION: Southwestern Parkway – is a two-lane thoroughfare with a center turn lane in both directions within 67.5’ right-of-way. SURROUNDING LAND USE & ZONING: North: DART ROW; PD-108R5R2-H South: Office/Warehouse; PD-281-LI East: Residential; LI West: Office; LI COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, indicates this property as Industrial Special District. DISCUSSION: This is the companion request to the Site Plan for Lot 1, Block A, Benge Legacy Addition. This property has not ever been platted. In order to obtain a building permit, the property must be legally defined as a lot and block. The only easement required is for the water connection; therefore, the 25 ITEM # 7 Page 2 of 2 proposed 10’ water easement is acceptable, and staff is recommending approval. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the Lot 1, Block A, Benge Legacy Minor Plat, subject to the following conditions: 1. There will be additional comments at the time of Detail Engineering Review and Building Permit. 2. A tree removal permit is required prior to the removal of any trees. 3. The detector check is not required and 10’ X 10’ easement at the front property line is redundant and not needed. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: 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. Minor Plat 26 WHEREAS: Benge Legacy LLC (Jason Benge: President) is the owner of a tract of land situated in the James Simmons Survey, Abstract No. 1296, Dallas County, Texas, being a tract of land conveyed to Benge Legacy LLC, by deed recorded in Instrument No. 202600000437, Official Public Records, Dallas County, Texas, and being more particularly described as follows; BEGINNING at a point in the South line of Dallas Area Rapid Transit Railway, (a 300' R.O.W.), said point being North 87 deg. 24 min. 00 sec. East, a distance of 332.80 feet from the intersection of the said South line of Dallas Area Rapid Transit Railway, with the East line of S. Coppell Road, (a 60' R.O.W.), said point also being the Northeast corner of a tract of land conveyed to Short Family Investments, LLC, by deed recorded in Instrument No. 202100035311, Official Public Records, Dallas County, Texas, a 1" pipe found for corner; THENCE: North 87 deg. 24 min. 00 sec. East, with the said South line of Dallas Area Rapid Transit Railway, a distance of 89.70 feet to the Northwest corner of a tract of land conveyed to Douglas Barker and Saundra Barker Living Trust, by deed recorded in Volume 95226, Page 2778, Deed Records, Dallas County, Texas, a 5/8" iron rod found for corner; THENCE: South 01 deg. 12 min. 16 sec. East, with the West line of said Barker tract, a distance of 202.36 feet to a point in the North line of Southwestern Boulevard, (a 60' R.O.W.), said point also being the Southwest corner of said Barker tract, a ½" capped iron rod found for corner; THENCE: South 87 deg. 39 min. 53 sec. West, with the said North line of Southwestern Boulevard, a distance of 95.00 feet to the Southeast corner of said Short Family Investments, LLC tract, a ½" capped iron rod found for corner; THENCE: North 00 deg. 18 min. 00 sec. East, with the East line of said Short Family Investments, LLC tract, a distance of 202.12 feet to the PLACE OF BEGINNING and CONTAINING 18,664 square feet or 0.429 acres of land. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, Jason Benge, President of Benge Legacy LLC, does hereby adopt this plat designating the herein described property as BENGE LEGACY ADDITION, Lot 1, Block A, an addition to the City of Coppell, Texas, and does hereby dedicate, in fee simple, to the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective right or ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). Water main and wastewater easements shall also include additional areas of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. WITNESS, my hand this the ___ day of ____, 2026. __________________________ ________________ NAME TITLE STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared Jason Benge, of Benge Legacy LLC, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the _______day of _______, 2026. ___________________________________ Notary Public in and for the State of Texas KNOW ALL MEN BY THESE PRESENTS: That I, Ben D. Rychlik, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an actual on the ground survey of the land; and the monuments shown hereon were found and/or placed under my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas. ______________________ Ben D. Rychlik Registered Professional Land Surveyor No. 1630 STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared Ben D. Rychlik, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the _______day of _______, 2026. ___________________________________ Notary Public in and for the State of Texas Floodplain Development Permit Application No._______has been filed with the City of Coppell floodplain administrator on_______________________________, 2026. _______________________________________________________________ Floodplain Administrator Date Approved and Accepted: _______________________________________________________________ Chairman, Planning and Zoning Commission Date City of Coppell, Texas The undersigned, the Planning and Zoning Commission Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of BENGE LEGACY ADDITION, Lot 1, Block A, an addition to the City of Coppell was submitted to the Planning and Zoning Commission, by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat, and said Chairman to note the acceptance thereof by signing his name as hereinabove subscribed. Witness by hand this_______day of ________________, A.D., 2026. _________________________________________ Planning and Zoning Commission Secretary, City of Coppell, Texas "I, _________________________ (Surveyor or Engineer), verify that all franchise utilities have each been contacted and provided a copy of the plat and development proposal and all franchise utility easements and/or abandonments are currently shown." 1/ 2 " C a p p e d I . R . F . SOUTHWESTERN BOULEVARD 67.5'106. 7 6 ' Zoned: LI-Light IndustrialO.P.R.D.C.T.Short FamilyI n s t . 2 0 2 1 0 0 0 3 5 3 1 1 Investments, LLCto Quest Communications Vol. 3 3 5 6 P g . 2 3 4 R . P . R . D . C . T . Esmt . t o T . P . & L . C o . (Una b l e t o l o c a t e b y d e s c r i p t i o n ) 10'x 1 0 ' D e t e c t o r C h e c k & Wa t e r M e t e r E a s e m e n t (By t h i s P l a t ) (By t h i s P l a t ) 10' W a t e r E a s e m e n t 10'10'10'10' 42.5' S 8 7 ° 3 9 ' 5 3 " W 95.0 0 ' (67.5 ' R . O . W . )67.5'100 '1/2" Capped I.R.F.O.P.R.D.C.T. Company, LLC Inst. 201500283421 Zoned: LI-Light Industrial LOT 1 BLOCK A 428 SOUTHWESTERN BOULEVARD Inst. 202600000437 Benge Legacy LLC O.P.R.D.C.T.202.12'N 00°18'00" EArea= or 0.429 Acres 18,664 Sq. Ft.S 01°12'16" E202.36'L i v i n g T r u s t D . R . D . C . T . Note: D o u g l a s B a r k e r Saundra BarkerVol. 95226 Pg. 2778Property subject to Esmt.1" Pipe fnd.(CM)Place of BeginningDALLAS AREA RAPID TRANSIT RAILW A Y N 87 ° 2 4 ' 0 0 " E - 3 3 2 . 8 0 ' From S . C o p p e l l R o a d 106 . 1 5 ' 89. 7 0 ' N 8 7 ° 2 4 ' 0 0 " E (Dee d B e a r i n g ) (300 ' R . O . W . ) Zoned: LI-Light Industrial 100 ' 5/ 8 " I . R . F . ( C M ) MINOR PLAT BENGE LEGACY ADDITION LOT 1, BLOCK A DALLAS COUNTY, TEXAS JAMES SIMMONS SURVEY, ABSTRACT NO. 1296 AN ADDITION TO THE CITY OF COPPELL, Effective Date: July 7, 2014. Texas. 8. PROPERTY ZONED: LI-Light Industrial 2. I.R.F. = IRON ROD FOUND 6. D.R.D.C.T = Deed Records, Dallas County, Texas 7. O.P.R.D.C.T. = Official Property Records, Dallas County, Texas 3. C.I.R.S. = CAPPED IRON ROD SET (Stamped "Surveying Assoc.") 5. M.R.D.C.T. = Map Records, Dallas County, Texas 4. (C.M.) = CONTROLLING MONUMENT 9. Structure at 428 Southwestern Boulevard to be removed. Page 4607, Deed Records, Dallas County, per Deed recorded in Volume 2000244, Rapid Transit Railway as N 87°24'00" E, 1. Basis of Bearings: South line of Dallas Area NOTE: Panel No. 48113C0135 K. flood plain area (Zone X), per FIRM Community Subject property is not situated in a 100-year NOTE: 20 0 20 40 60 Scale 1" = 20' NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS 1.0'=12" 0.92'=11" 0.83'=10" 0.75'=9" 0.67'=8" 0.58'=7" 0.50'=6" 0.42'=5" 0.33'=4" 0.25'=3" 0.17'=2" 0.08'=1" TENTHS TO INCHES 1018 SOUTH BECKLEY AVE. SURVEYING ASSOCIATES Email: Jbenge@southwesternpts.com FIRM Registration / License No. 10040200 DALLAS, TEXAS 75203 Ph: 972-439-8359 Texas Surveyors Society of Professional PHONE (214) 948-3324 Email: Brychlik@SWBell.net Coppell, Tx. 75019 428 Southwestern Blvd. OWNER: Benge Legacy LLC Jason Benge, President PRELIMINARY PLAT-NOT TO BE RECORDED FOR ANY PURPOSE SURVEYOR'S CERTIFICATE J O B N O . D R A W N B Y Lynn L. 25-512-LCP FR E E P O R T P K W Y . SOUT H W E S T E R N FR E E P O R T PK W Y .IH-635L.B.J. FRWY.BLVD .S. BELTLINE RD.BLVD. SOUTHWESTERN VICINITY MAP (Not to Scale) BETHEL RD. SITE S. DENTON TAP RD.STATE OF TEXAS COUNTY OF DALLAS OWNER'S CERTIFICATE 27 Master City of Coppell, Texas 255 E. Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2026-0152 File ID: Type: Status: 2026-0152 Agenda Item Agenda Ready 1Version: Reference: In Control: Planning and Zoning Commission 03/13/2026File Created: Final Action: 145 W. Town Center Dr - PD-178R2R-CFile Name: Title: PUBLIC HEARING: Consider approval of PD-178R2R-C, 145 W. Town Center Dr., a zoning change request from PD-178R2-C (Planned Development-178 Revision 2 - Commercial) to PD-178R2R-C (Planned Development-178 Revision 2 Revised - Commercial) to revise the Detail Site Plan for Building “B” (145 W. Town Center) a former child daycare facility, converting it into a daycare for dogs on 2.658 acres for property located on the south side of Town Center Dr., west of N. Denton Tap Road, at the request of Realtex Ventures, LP, being represented by TerWisscha Construction Inc.. STAFF REP.: Mary Paron-Boswell Notes: Sponsors: Enactment Date: Staff Report.pdf, 1. Site Plan.pdf, 2. Landscape Plan.pdf, 3. Floor Plan.pdf, 4. Wall Sign.pdf, 5. Fencing Plan.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: Text of Legislative File 2026-0152 Title PUBLIC HEARING: Consider approval of PD-178R2R-C, 145 W. Town Center Dr., a zoning change request from PD-178R2-C (Planned Development-178 Revision 2 - Commercial) to PD-178R2R-C (Planned Development-178 Revision 2 Revised - Commercial) to revise the Detail Site Plan for Building “B” (145 W. Town Center) a former child daycare facility, converting it into a daycare for dogs on 2.658 acres for property located on the south side of Town Center Dr., west of N. Denton Tap Road, at the request of Realtex Ventures, LP, being represented by TerWisscha Construction Inc.. STAFF REP.: Mary Paron-Boswell Page 1City of Coppell, Texas Printed on 3/13/2026 28 Master Continued (2026-0152) Summary Page 2City of Coppell, Texas Printed on 3/13/2026 29 ITEM # 8 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD-178R2R, Excellent Pet Club, Town Center West, Lot 2, Block A P&Z HEARING DATE: March 19, 2026 C.C. HEARING DATE: April 14, 2026 STAFF REP.: Mary Paron-Boswell, AICP, Sr. Planner LOCATION: 145 W. Town Center Dr. SIZE OF AREA: 2.658 acres of property CURRENT ZONING: Planned Development – 178 Revision 2- Commercial (PD-178R2-C) REQUEST: A zoning change request from PD-178R2-C (Planned Development-178 Revision 2 – Commercial) to PD-178R2R-C (Planned Development-178 Revision 2 Revised – Commercial) to revise the Detail Site Plan for Building “B” (145 W. Town Center) a former child daycare facility, converting it into a daycare for dogs on 2.658 acres for property located on the south side of Town Center Dr., west of N. Denton Tap Road. APPLICANT: Owner: Applicant: Realtex Ventures, LP TerWisscha Construction Inc. (TWC) HISTORY: In 1999, PD-178-C was approved to allow the dedication of Town Center West Boulevard right-of-way and the development of commercial buildings on 4.7 acres. In 2000, PD-178R2-C was approved for a Detail Site Plan for Children’s Courtyard, daycare and child development centers, to amend the planned development and allow the construction of a 10,262 square foot daycare and a 10,545 square foot child development center. HISTORIC COMMENT: This property does not have any historic significance. TRANSPORTATION: Denton Tap Road is a PD6, six-lane divided thoroughfare contained within 110-120 feet of right-of-way. Town Center Boulevard is a 27-foot wide local street. SURROUNDING LAND USE & ZONING: North: Residential; PD-129-R2-SF-9 South: Commercial; PD-207-C East: Retail Commercial Center; PD-178R3-C West: Residential; SF-12 30 ITEM # 8 Page 2 of 3 COMPREHENSIVE PLAN: The Coppell 2030 Comprehensive Master Plan shows this property as Mixed Use Community Center (No Residential). DISCUSSION: Detail Site Plan The site was formerly used as a Children’s Courtyard daycare center. The other building on the lot will continue to be used as a Childdren’s Courtyard daycare center. The two buildings share a lot and parking area. 145 Town Center is proposed to be converted to a Dog daycare center that also offers overnight accommodations. The site will remain relatively the same. The existing play yard will be divided into three play yards for small, medium and large dogs as well as an area for dogs to relieve themselves. There is an existing 6-ft black chain link fence that will remain. They will be placing a new 8-ft board on board wood fence along the northern and southern property lines. The western property line has an existing 6-ft brick wall that will remain. The lot has 55 parking spaces which are shared between the two buildings. Approximately 27 parking spaces are located on their side of the lot. The parking for a pet daycare is identical to a children’s daycare; therefore, there is sufficient parking to accommodate the change of use. There is also an existing shared trash enclosure. Building Elevations and Signage The building itself is 11,025-sf and the interior will be renovated to include various dog play areas, a grooming area, food prep and storage areas, and suites for up to 71 dogs. There will also be a waiting area up front, with a reception area, office and staff area. They are proposing a new wall sign on the building that meets sign requirements. Landscape Plans There are no plans to change the landscaping on site. Staff is working with the applicant to identify any landscaping that may have died over time and needs to be replaced. Staff is proposing a condition that they replace any landscaping that is missing. RECOMMENDATION: Staff is recommending approval of the request subject to the following conditions: 1. There may be additional comments during the building permit and detailed engineering review. 2. The applicant replace any missing landscaping and allow staff to administratively approve any changes related to the landscaping. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Plan 2. Landscape Plan 31 ITEM # 8 Page 3 of 3 3. Floor Plan 4. Wall Sign 5. Fencing Plan 32 3,500 SF MED. DOG PLAY YARD 2 11,500 SF LARGE DOG PLAY YARD 1 2,350 SF SMALL DOG PLAY YARD 3 EXIST. 11,025 SF SINGLE-STORY BUILDING TO BE REMODELED 1,850 SF RELIEF YARD A 1,250 SF RELIEF YARD B PROPERTY LINE (168')PROPERTY LINEPROPERTY LINEEXIST. CHILDREN'S PLAY EQUIPMENT TO BE REMOVED TOWN CENTER DRIVE (35' ROW) ADAADA EXIST. DRIVE AND PARKING TO REMAIN (5) (7)(5) (11) LOADING LANDSCAPE BUFFER 28' - 0" LANDSCAPE BUFFER 10' - 0" ADJACENT LOT ZONED: SF-12 ADJACENT LOT ZONED: COMMERCIAL ADJACENT LOT ZONED: COMMERCIAL ADJACENT LOT ZONED: SF-9SETBACK AND LANDSCAPE BUFFER10' - 0"ADAADA (6)(6) EXISTING SHARED TRASH ENCLOSURE (5)(5) EXIST. F.H. ADJACENT LOT ZONED: PD-178 - COMMERCIAL EXIST. F.H. (5) UTILITY EASEMENT 10' - 0" SIDEALK & 20' UTILITY EASEMENT S88d17' 45" W597.80'N00d22' 16" W191.10'S88d39' 00" W601.50'1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.3137 All design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc. © TerWisscha Construction Inc DESIGN BY:3/12/2026 1:22:36 PMC:\Users\ragarwal\Desktop\EXCELLENT PAW CLUB - B.rvtPRESENTATION SITE PLAN 145 Town Center Dr., Coppell, TX 75019 EXCELLENT PETEXCELLENT PET CLUBCLUB 03.10.26 RA 1" = 40'-0" SITE PLAN • • • • SITE GENERAL NOTES: EXISTING SIDEWALKS, PARKING, DRIVE, & ENTRY APRON TO REMAIN EXISTING LANDSCAPING TO REMAIN AND REPLENISHED. EXISTING FENCING TO BE REFURBISHED AND SCREENED ALONG PUBLIC WAYS PARKING IS PROVIDED AND ACCOUNTED FOR AT THE LOT LEVEL AND IS TO SERVE BOTH BUILDINGS CONSISTENT WITH THE ORIGINAL DEVELOPMENT AGREEMENT ZONING PARKING REQUIREMENTS TABLE: CURRENT ZONING: PD-178R2-C PROPOSED ZONING : PD REVISION PROPOSED USE : DOG DAYCARE & BOARDING - DAYCARE USE EXIST. BLDG. SF:11,025 SF PARKING RATIO:1 PER 10 CLIENTS + 3 SUPPORT SPACES (DAYCARE USE) REQUIRED PARKING: 7 + 3 = 10 SPACES REQUIRED PROVIDED ON LOT: 55 SPACES (SHARED AT LOT LEVEL) EMPLOYEES PER SHIFT:5-6 EMPLOYEES PROPOSED LOT COVERAGE: 11,025 (EXISTING TO REMAIN) 10' REAR AND SIDE SETBACK REQUIRED PER RESIDENTIAL ABUTMENT, IN CONFORMANCE LOADING SPACE REQUIRED, SPACE PROVIDED AS SHOWN ON PLANS0'20'40'80' 1" = 40' 33 EXIST. 11,025 SF SINGLE-STORY BUILDING TO BE REMODELED PROPERTY LINE PROPERTY LINEPROPERTY LINETOWN CENTER DRIVE (35' ROW) ADAADA (10) (7)(5) (5) LOADING OAK OAK RED OAK OAK OAK OAK OAK OAK EXIST. LANDSCAPING STRIP TO REMAIN, SHRUBS AND GRASSES TO BE REPLENISHED LANDSCAPE BUFFER15' - 0"LANDSCAPE BUFFER 10' - 0" 6 CRAPE MYRTLE OAKOAK CEDAR ELM RED OAK LIRIOPE CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM OAK OAK CEDAR ELMCEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM S88d17' 45" W597.80'N00d22' 16" W191.10'S88d39' 00" W601.50'5 DWF. BURFORD HOLLY PAVESTONEPAVESTONE MONUMENT SIGN ASIAN JASMINE 1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.3137 All design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc. © TerWisscha Construction Inc DESIGN BY:3/12/2026 1:22:38 PMC:\Users\ragarwal\Desktop\EXCELLENT PAW CLUB - B.rvtREZONING LANDSCAPING PLAN 145 Town Center Dr., Coppell, TX 75019 EXCELLENT PETEXCELLENT PET CLUBCLUB 03.10.26 RA 1" = 40'-0" REZONING LANDSCAPE PLAN • • • LANDSCAPE GENERAL NOTES: NO NEW LANDSCAPING PROPOSED EXISTING LANDSCAPING TO REMAIN AND REFURBISHED IN GOOD HEALTH. REPLENISH ANY DECEASED OR MISSING SHRUBBERY TO MATCH APPROVED LANDSCAPE PLANS. 0'20'40'80' 1" = 40' 34 MED./LRG. DOGLARGE DOG SUITE SUITE SUITE SUITEWASH/FOODSMALL DOG PLAY 970 SF / 50 = 20 DOG/GRP. RR1RR2 LARGE DOG PLAY 1,515 SF / 100 = 15 DOG/GRP. STRG. CALM PUPPY PLAY 200 SF / 35 = 6 DOG/GRP. CAT FOOD PREP RECP.SUITESSTRG.LUX.LUX. GROOM BATHBATHCUBBIESENRICHMENT STAFF OFFC. 3X53X5 4X6 4X6 4X6 3X11 3X5 3X6 4X6 3X54X64X6 4X6 4X5 3X9.5 4X5 4X5 4X5 4X5 5X7.75 5X7.75 DRY WAIT STRG.STRG.STRG.CALM IT 1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.3137 All design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc. © TerWisscha Construction Inc DESIGN BY:3/12/2026 1:22:38 PMC:\Users\ragarwal\Desktop\EXCELLENT PAW CLUB - B.rvtPRESENTATION FLOOR PLAN 145 Town Center Dr., Coppell, TX 75019 EXCELLENT PETEXCELLENT PET CLUBCLUB 03.10.26 RA 1/16" = 1'-0" NEW WORK FLOOR PLAN HOLDING COUNTS: SUITES:(16) 4'x5' (2)5'x7'-9" MED. ROOM:(15) 3'x5' (4) 4'x6' (1) 3'x11' (2) Suites LARGE ROOM:(3) 4'x5' (17) 4'x6' (1) 3'x9'-6" (2) Suites PLAY:(2) Calm Suites GROOMING:(6) Cages TOTAL:71 DOGS 0'8'16'32' 1/16" = 1' 35 SIGN PLAN – ZONING SUBMITTAL Project Address: 145 Town Center Dr, Coppell, TX 75019 Business Name: Excellent Pet Club Cover Letter City of Coppell Planning Department 255 E. Parkway Blvd Coppell, TX 75019 Re: Sign Plan Submittal – Excellent Pet Club Property Address: 145 Town Center Dr, Coppell, TX 75019 Dear Planning Staff, Please accept this letter and the attached Sign Plan as part of our zoning and entitlement review for the proposed business, Excellent Pet Club, located at 145 Town Center Dr in Coppell, Texas. The proposed signage consists of one (1) non-illuminated, wall-mounted sign centered on the primary building façade within the front gable. The existing sign currently on the building façade will be removed and replaced in the same general location. No modifications to the building façade are proposed. The proposed sign is fully compliant with City of Coppell signage regulations. Based on an approximate building façade width of 137–144 linear feet, the maximum allowed attached sign area is 137–144 square feet. The proposed sign area is approximately 33.3 square feet, which is well below the maximum permitted. This submission is provided for zoning and entitlement review purposes only. Upon zoning approval, a separate Attached Sign Permit application will be submitted. Sincerely, Nazanin Javan Authorized Representative Excellent Pet Club 36 Sign Plan Narrative Existing Condition: The primary building façade currently contains an existing wall-mounted sign centered above the main entrance. The existing sign will be removed. No changes to the building façade are proposed. Proposed Condition: One (1) non-illuminated wall-mounted sign consisting of a logo and individual lettering fabricated from white acrylic/PVC. The sign will be centered within the front gable above the main entrance and installed using stud-mounted hardware. 37 Sign Dimensions & Specifications • Overall sign width: 150 inches (12.5 feet) • Overall sign height: 32 inches (2.67 feet) • Total sign area: 33.3 square feet • Letter depth: 1 inch • Mounting type: Stud-mounted to wall • Stud size: 3/16 inch x 3 inches • Mounting height above grade: approximately 14–18 feet • Illumination: None (non-illuminated) • Number of signs: One (1) 38 Code Compliance Summary Based on a primary building façade width of approximately 137–144 linear feet, the maximum permitted attached sign area under City of Coppell regulations is 137–144 square feet. The proposed sign area of 33.3 square feet is significantly below the maximum allowed and is fully compliant with applicable zoning and signage requirements. 39 3,500 SF MED. DOG PLAY YARD 2 11,500 SF LARGE DOG PLAY YARD 1 2,350 SF SMALL DOG PLAY YARD 3 EXIST. 11,025 SF SINGLE-STORY BUILDING TO BE REMODELED 1,850 SF RELIEF YARD A 1,250 SF RELIEF YARD B PROPERTY LINE PROPERTY LINEPROPERTY LINETOWN CENTER DRIVE (35' ROW) ADAADA EXIST. DRIVE AND PARKING TO REMAIN (10) (7)(5) (5) LOADING EXIST. 6' BLACK CHAINLINK FENCING TO REMAIN EXIST. 6' BLACK CHAINLINK FENCING TO REMAIN EXIST. 6' BRICK WALL VISUAL BARRIER TO REMAIN NEW 6' BLACK CHAINLINK FENCING AND GATES 3'x6' GATE 3'x6' GATE 3'x6' GATE3'x6'GATE 3'x6' GATE 3'x6'GATE 3'x6' GATE 3'x6' GATE 3'x6' GATE 6'x6' GATE 3'x6'GATE 3'x6' GATE NEW 8' BOARD ON BOARD WOOD FENCE NEW 8' BOARD ON BOARD WOOD FENCE 1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.3137 All design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc. © TerWisscha Construction Inc DESIGN BY:3/12/2026 1:22:37 PMC:\Users\ragarwal\Desktop\EXCELLENT PAW CLUB - B.rvtREZONING FENCING PLAN 145 Town Center Dr., Coppell, TX 75019 EXCELLENT PETEXCELLENT PET CLUBCLUB 03.10.26 RA • • FENCING GENERAL NOTES: EXISTING FENCING TO BE REFURBISHED AND SCREENED ALONG PUBLIC WAYS VIA BOARD ON BOARD WOOD FENCE. BRICK SCREENING TO REMAIN AND POWERWASHED FENCE HEIGHT: 8' FENCE MATERIAL: BOARD ON BOARD WOOD 1" = 40'-0" REZONING FENCING PLAN FENCING DETAILS N.T.S. 0'20'40'80' 1" = 40' IMAGE OF EXISTING FENCING N.T.S. 40 Master City of Coppell, Texas 255 E. Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2026-0153 File ID: Type: Status: 2026-0153 Agenda Item Agenda Ready 1Version: Reference: In Control: Planning and Zoning Commission 03/13/2026File Created: Final Action: Samaritan's Purse - PD-296R-LIFile Name: Title: PUBLIC HEARING: Consider approval of PD-296R-LI, Samaritan’s Purse Addition, Lot 1R, Block A, a zoning change request from PD-296-LI (Planned Development-296- Light Industrial) and LI (Light Industrial) to PD-296R-LI (Planned Development-296 Revised- Light Industrial) to add a parking lot south of the existing Planned Development for parking and update the existing Site Plan for a new additional 37,699 square foot 3 story professional office building on approximately 13 acres of land located on the west side of Creekview Drive, approximately 525- feet north of Bethel Road, at the request of Samaritan’s Purse and Fellowship Church, F.K.A. Fellowship Las Colinas, being represented by Kelsey Campbell, Kimley-Horn & Associates. STAFF REP.: Mary Paron-Boswell Notes: Sponsors: Enactment Date: Staff Report.pdf, 1. Site Plan.pdf, 2. Tree Mitigation Landscape and Pergola Plan.pdf, 3. Building Elevations.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: Text of Legislative File 2026-0153 Title PUBLIC HEARING: Consider approval of PD-296R-LI, Samaritan’s Purse Addition, Lot 1R, Block A, a zoning change request from PD-296-LI (Planned Development-296- Light Industrial) and LI (Light Industrial) to PD-296R-LI (Planned Development-296 Revised- Light Industrial) to add a parking lot south of the existing Planned Development for parking and update the existing Site Plan for a new additional 37,699 square foot 3 story professional office building on approximately 13 acres of land located on Page 1City of Coppell, Texas Printed on 3/13/2026 41 Master Continued (2026-0153) the west side of Creekview Drive, approximately 525- feet north of Bethel Road, at the request of Samaritan’s Purse and Fellowship Church, F.K.A. Fellowship Las Colinas, being represented by Kelsey Campbell, Kimley-Horn & Associates. STAFF REP.: Mary Paron-Boswell Summary Page 2City of Coppell, Texas Printed on 3/13/2026 42 ITEM # 9 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD-296R-LI, Samaritan’s Purse, Lot 1R, Block A, Samaritan’s Purse Fellowship Addition P&Z HEARING DATE: March 19, 2026 C.C. HEARING DATE: April 14, 2026 STAFF REP.: Mary Paron-Boswell, AICP, Sr. Planner LOCATION: West side of Creekview Drive, approximately 525 feet north of Bethel Road SIZE OF AREA: Approximately 12.8 acres of property CURRENT ZONING: PD-296-LI (Planned Development – 296-Light Industrial) REQUEST: A zoning change request from PD-296-LI (Planned Development-296- Light Industrial) and LI (Light Industrial) to PD-296R-LI (Planned Development-296 Revised- Light Industrial) to add a parking lot south of the existing Planned Development for parking and update the existing Site Plan for a new additional 37,699- square foot 3 story professional office building on approximately 13 acres of land located on the west side of Creekview Drive, approximately 525 feet north of Bethel Road. APPLICANT: Owner: Owner: Samaritans’s Purse Fellowship Church Engineer: Kimley-Horn & Associates HISTORY: All of the property was once owned by Fellowship Church. A portion was sold to Samaritan’s purse and developed in 2018 as their office warehouse. HISTORIC COMMENT: This property does not have any historic significance. TRANSPORTATION: Creekview Drive is two lane road within a 60-ft right-of-way. SURROUNDING LAND USE & ZONING: North: Fellowship Church Parking Lot; LI South: Office Warehouse; LI East: Office Warehouse; LI West: City of Grapevine – Office Warehouse 43 ITEM # 9 Page 2 of 3 COMPREHENSIVE PLAN: The Amended Coppell 2030 Comprehensive Master Plan shows this property as Industrial Special District. DISCUSSION: Detail Site Plan This is an expansion of the Samaritan’s Purse site. There are two main changes, the first being the addition of a new three-story building to the northern portion of the lot. The location of the new building necessitated the elimination of some existing parking spaces and the relocation of the fire lane. The new building’s first floor will contain a large breakroom, an area for staff devotions for 70 and guest training. The second floor will house their 30 Information Technology (IT) staff and the third floor is for future growth. In order to accommodate the new building and the parking associated with it and the parking that was lost to the new building footprint, a new parking lot area will be constructed south of the existing lot. The new parking lot is the second main change. They are platting some land to the south to accommodate the required parking. In total they are removing 60 existing spaces and adding back 176 spaces for a grand total of 399 spaces on site. Building Elevations and Signage The new three-story building will be just under 46-ft in height. The elevations show that the majority of the building will be brick with a small portion of it to be stucco. There are three brick colors proposed – Aspen White Smooth, Belgian Grey Smooth and Charcoal Klaycoat. The stucco will be a peppercorn color. An aluminum canopy and sunscreen will be on the front of the building. In terms of building signage, they are working on it. The one shown on the elevations is for illustrative purposes only. Any proposed building signage will need to conform to City requirements. An outdoor patio area with a pergola is also proposed between the new and existing building for the employees. Landscape Plans & Tree Mitigation The Landscape Plans provided show that the site meets the minimum area requirements. Staff will be working with the applicant for tree placement along Creekview Drive, since there is a major gas easement that runs parallel to the street. Staff is requesting a condition that would allow staff to administratively approve any landscaping changes to the easement area. They are proposing 44 overstorey trees and 19-accent trees in the parking area and outdoor patio area. The new parking area will require the existing trees to be removed. The mitigation fees for the removal of these trees is approximately $182,730.00. The applicant is requesting that the fees for the tree mitigation be waived. In addition to this there is a tree that is 40.3” and it’s removal requires City Council approval. The tree survey lists that tree as declining in health. Prior request for a waiver of the tree mitigation fees for the initial development was not approved. 44 ITEM # 9 Page 3 of 3 RECOMMENDATION: Staff is recommending approval of the request subject to the following conditions: 1. There may be additional comments during the building permit and detailed engineering review. 2. A replat is required to be approved prior to engineering review and recorded prior to building permit. 3. If tree mitigation fees are not waived, that the mitigation fees be paid prior to plat recordation. 4. Allow staff to administratively approve any changes related to the landscaping in the 30-ft gas easement. 5. All signage must comply with City ordinances. 6. A downstream drainage analysis will be required in order to determine whether stormwater detention is needed. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Plan 2. Tree Mitigation, Landscape and Pergola Plan 3. Building Elevations 45 W W WW S G 3543.710SIGN /NO PARKING5545.390LIGHT POLE5134542.880BOLLARD5135543.320FIRE HYDRANT5136543.170BOLLARDI 5137542.820IRR. CONTROL VALVEI 5138543.750IRR. CONTROL VALVE5140545.020LIGHT POLEW 5148545.400WATER METERW 5149545.380WATER METERW 5150545.130WATER METERW 5151545.190WATER METER5152545.070WATER VALVEI 5153545.100IRR. CONTROL VALVEI 5154545.210IRR. CONTROL VALVE5162544.280ELECTRIC BOX B5163544.390ELECTRIC BOX END5168544.960LIFT STATION B5169544.930LIFT STATION5170544.910LIFT STATION5171544.930LIFT STATION CLOSES 5173544.970SAN. SEWER MANHOLE5185541.390SIGN /WARNING GASP WILLIAMS 85542728755186541.640SIGN /WARNING GASP WILLIAMS 85542728755187541.570SIGN /WARNING GASP WILLIAMS 85542728755189541.450SIGN /WARNING GASP WILLIAMS 85542728755191541.360SIGN /ACCESS MIDSTREAMG 5192541.390GAS VALVE /SHUT OFF SWITCH5195540.950LIGHT POLE5196538.440LIGHT POLE5225539.890SIGN /ADDRESS 671 S CREEKVIEW DRIVE5226539.800SIGN /ADDRESS 671 S CREEKVIEW DRIVE5227540.380ELECT TRANSFORMER B5228540.260ELECT TRANSFORMER5229539.300ELECT TRANSFORMER5230539.430ELECT TRANSFORMER CLOSE6285539.530TOP OF NUT6286540.380TOP OF NUT6287543.250TOP OF NUTS 6337541.080SAN. SEWER MANHOLE6349540.120LIGHT POLE6374543.710LIGHT POLEI 6749541.720IRR. CONTROL VALVE6886539.700WATER VALVE6887536.520TOP OF NUT6897540.600FIRE HYDRANTI 7625539.480IRR. CONTROL VALVEI 7626539.540IRR. CONTROL VALVEWWFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL 8"W8"W8"W 8"W8"W8"W 8"W 12"PVC12"PVC12"PVC8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSRIGHT OF WAY DEDICATION VOL. 84203, PG. 1835 D.R.T.C.T. LOT 2, BLOCK A TF LFL8"WFLSAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date KELSEY L. CAMPBELL 127952 02/17/2026 SITE PLANC-1 LEGEND PROPERTY LINE FIRE LANE FIRE HYDRANT PROPOSED RETAINING WALL PROPOSED CURB PROPOSED SWALE FL BENCHMARK LOCATIONNORTH KEY MAP NORTH MATCH LINE SEE SHEET C-2DCT FELLOWSHIP WEST ADDITION, LOT 1, BLOCK 1 INST. NO. 201600117181 O.P.R.D.C.T. ZONING: LI REMAINDER OF CALLED 159.788 ACRES FELLOWSHIP OF LAS COLINAS VOL. 11578, PG. 1111 D.R.T.C.T. VOL. 94091, PG. 1680 D.R.T.C.T. ZONING: LI LOT 1, LOT 2, LOT 3, BLOCK A, FREEPORT NORTH VOL. 2000102, PG. 4826 D.R.T.C.T. ZONING: PD-191-LI LOT 2, BLOCK A 14.778 ACRES 643,712 SQ. FT. SITE PLAN SAMARITAN'S PURSE REZONED PD-191R-LI, 12.779 AC LOT 1R 1300 & 1191 CREEKVIEW DRIVE JAMES GIBSON SURVEY ABSTRACT NO. 1716 CITY OF COPPELL DALLAS COUNTY, TEXAS MARCH 2026 OWNER FELLOWSHIP CHURCH, F.K.K.A FELLOWSHIP OF LAS COLINAS 2450 N. STATE HIGHWAY 121 GRAPEVINE, TEXAS 76051 (972) 257-8817 DEVELOPER SAMARITAN'S PURSE PO BOX 1790, COPPELL, TX 75019 (214) 215-9400 GREGYANCEY@VERIZON.NET APPLICANT/ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034 972-335-3580 KELSEY.CAMPBELL@KIMLEY-HORN.COM 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, LATEST EDITION, AND THE CITY OF COPPELL STANDARD CONSTRUCTION DETAILS. 2.DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY INTERPRETATION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE APPROVED BY THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING THAT DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH ARE MADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THE DECISION. 3.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL CURBS ARE 6" IN HEIGHT UNLESS OTHERWISE NOTED. 5.NO OUTSIDE STORAGE IS PROPOSED. 6.ALL PARKING SHOWN IS 9.0' X 18.0' UNLESS OTHERWISE NOTED. 7.THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. 8.TREE CREDIT COST TOTAL OF $0.00 NOTED IN THE ATTACHED TREE PRESERVATION PLAN IN LIEU OF TREE REPLACEMENT. THIS IS TO BE PAID TO THE CITY OF COPPELL REFORESTATION AND NATURAL AREAS FUND. NOTES SITE DATA TABLE LOT 1R BLOCK A EXISTING ZONING PROPOSED USES BUILDING 1 USAGE BUILDING 1 OFFICE AREA BUILDING 1 WAREHOUSE AREA BUILDING 1 STORIES/HEIGHT BUILDING 2 USAGE BUILDING 2 OFFICE AREA BUILDING 2 STORIES/HEIGHT TOTAL BUILDING AREA PROPOSED LOT AREA / COVERAGE FLOOR AREA RATIO IMPERVIOUS AREA REQUIRED AUTO PARKING SPACES EXISTING AUTO PARKING SPACES REMOVED/ADDED AUTO PARKING SPACES PROPOSED AUTO PARKING SPACES ADA PARKING SPACES PROVIDED LI PD-296-LI WAREHOUSE & OFFICE SPACE 8,312 SF 77,021 SF 1 / 49'-10" OFFICE SPACE 29,387 SF 3 / 45-10 7/8" 114,720 SF 17.09% 0.21:1 8.11 AC 165 283 -60 / +176 399 10 LOT 1R, BLOCK A 12.779 ACRES REQUIRED PARKING SPACES: WAREHOUSE: 1 SPACE / 2,000 SF = 39 SPACES OFFICE: 1 SPACE / 300 SF = 126 SPACES TOTAL: 165 SPACES 46 E 5430540.670ELECTRIC BOX /WIRING CASEI 5431540.300IRR. CONTROL VALVEW 5432540.110WATER METERW 5433539.990WATER METER5434540.060WATER VALVE5435537.650TOP OF NUTI 5436539.980IRR. CONTROL VALVEI 5437539.750IRR. CONTROL VALVEI 5438539.960IRR. CONTROL VALVE5483539.360CLEANOUT5500540.890LIGHT POLEE 5511539.310ELECTRIC BOXS 5521539.520SAN. SEWER MANHOLEI 5522539.140IRR. CONTROL VALVE5542538.820WATER VALVE5543538.860WATER VALVE5544535.800TOP OF NUT5545536.110TOP OF NUT6253539.700FIRE HYDRANT7481536.490FIRE DEPT. CONN.7482536.600FIRE HYDRANT7483536.730LIGHT POLEI 7484536.900IRR. CONTROL VALVEE 7524533.810TOP OF NUT7525536.340WATER VALVE7526534.190TOP OF NUT7527536.300WATER VALVEGAS WGAS G A S GAS T FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFL FL FL FL FL FL FL FL FL FLFL FL FL FL FL FL FL FL FL FL FL12ŕPVC 12"PVC 12"PVC 12"PVC 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8 "W8"W8"W8"W8"W12"PVC12"PVC12"PVC12"PVC12"PVC12"PVC12"PVC12"PVC12"PVC 12"PVC 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS6"SS6"SS6"SS6"SS4"W 4"W ∆ EXISTING BUILDING 1 1 STORY, 49'-10" HT. BLDG 85,333 SF TF LFL8"WFLSAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date KELSEY L. CAMPBELL 127952 02/17/2026 SITE PLANC-2 KEY MAP NORTH MATCH LINE SEE SHEET C-1MATCH LINE SEE SHEET C-3REMAINDER OF CALLED 159.788 ACRES FELLOWSHIP OF LAS COLINAS VOL. 11578, PG. 1111 D.R.T.C.T. VOL. 94091, PG. 1680 D.R.T.C.T. ZONING: LI LOT 2 BLOCK A, FREEPORT NORTH VOL. 2000102, PG. 4826 D.R.T.C.T. ZONING: PD-191-LI LOT 2, BLOCK A 14.778 ACRES 643,712 SQ. FT. LOT 3 BLOCK A, FREEPORT NORTH VOL. 2000102, PG. 4826 D.R.T.C.T. ZONING: LI LEGEND PROPERTY LINE FIRE LANE FIRE HYDRANT PROPOSED RETAINING WALL PROPOSED CURB PROPOSED SWALE FL BENCHMARK LOCATIONNORTH LOT 1R, BLOCK A, 12.779 ACRES REQUIRED PARKING SPACES: WAREHOUSE: 1 SPACE / 2,000 SF = 39 SPACES OFFICE: 1 SPACE / 300 SF = 126 SPACES TOTAL: 165 SPACES SITE DATA TABLE LOT 1R BLOCK A EXISTING ZONING PROPOSED USES BUILDING 1 USAGE BUILDING 1 OFFICE AREA BUILDING 1 WAREHOUSE AREA BUILDING 1 STORIES/HEIGHT BUILDING 2 USAGE BUILDING 2 OFFICE AREA BUILDING 2 STORIES/HEIGHT TOTAL BUILDING AREA PROPOSED LOT AREA / COVERAGE FLOOR AREA RATIO IMPERVIOUS AREA REQUIRED AUTO PARKING SPACES EXISTING AUTO PARKING SPACES REMOVED/ADDED AUTO PARKING SPACES PROPOSED AUTO PARKING SPACES ADA PARKING SPACES PROVIDED LI PD-296-LI WAREHOUSE & OFFICE SPACE 8,312 SF 77,021 SF 1 / 49'-10" OFFICE SPACE 29,387 SF 3 / 45-10 7/8" 114,720 SF 17.09% 0.21:1 8.11 AC 165 283 -60 / +176 399 10 SITE PLAN SAMARITAN'S PURSE REZONED PD-191R-LI, 12.779 AC LOT 1R 1300 & 1191 CREEKVIEW DRIVE JAMES GIBSON SURVEY ABSTRACT NO. 1716 CITY OF COPPELL DALLAS COUNTY, TEXAS MARCH 2026 OWNER FELLOWSHIP CHURCH, F.K.K.A FELLOWSHIP OF LAS COLINAS 2450 N. STATE HIGHWAY 121 GRAPEVINE, TEXAS 76051 (972) 257-8817 DEVELOPER SAMARITAN'S PURSE PO BOX 1790, COPPELL, TX 75019 (214) 215-9400 GREGYANCEY@VERIZON.NET APPLICANT/ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034 972-335-3580 KELSEY.CAMPBELL@KIMLEY-HORN.COM 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, LATEST EDITION, AND THE CITY OF COPPELL STANDARD CONSTRUCTION DETAILS. 2.DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY INTERPRETATION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE APPROVED BY THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING THAT DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH ARE MADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THE DECISION. 3.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL CURBS ARE 6" IN HEIGHT UNLESS OTHERWISE NOTED. 5.NO OUTSIDE STORAGE IS PROPOSED. 6.ALL PARKING SHOWN IS 9.0' X 18.0' UNLESS OTHERWISE NOTED. 7.THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. 8.TREE CREDIT COST TOTAL OF $0.00 NOTED IN THE ATTACHED TREE PRESERVATION PLAN IN LIEU OF TREE REPLACEMENT. THIS IS TO BE PAID TO THE CITY OF COPPELL REFORESTATION AND NATURAL AREAS FUND. NOTES 1201 CREEKVIEW DRIVE 47 TF LFL8"WFL5412539.750LIGHT POLEI 5413539.660IRR. CONTROL VALVEI 5414540.100IRR. CONTROL VALVE5415537.990LIGHT POLEI 5416539.230IRR. CONTROL VALVE5417539.460LIGHT POLE5418539.720BOLLARD GATE B5419539.350BOLLARD GATE ENDE 5430540.670ELECTRIC BOX /WIRING CASEI 5431540.300IRR. CONTROL VALVEW 5432540.110WATER METERW 5433539.990WATER METER5434540.060WATER VALVE5435537.650TOP OF NUTI 5436539.980IRR. CONTROL VALVEI 5437539.750IRR. CONTROL VALVEI 5438539.960IRR. CONTROL VALVEI 5439539.990IRR. CONTROL VALVEI 5440539.950IRR. CONTROL VALVEG 5441540.650GAS VALVEG 5446540.890GAS TEST STA5463540.650CLEANOUT5483539.360CLEANOUTE 5511539.310ELECTRIC BOXI 5522539.140IRR. CONTROL VALVE5542538.820WATER VALVE5543538.860WATER VALVE5544535.800TOP OF NUT5545536.110TOP OF NUT5621539.170RAMP END EOC1 END EOC END5624538.580RAMP B5625539.240RAMP END BC5633539.000SIGN /HANDICAP5645539.100SIGN /HANDICAP5646538.390SIGN /HANDICAP5650538.730SIGN /HANDICAP5666531.970LIGHT POLE5682536.570LIGHT POLEI 5720532.970IRR. CONTROL VALVEI 5814534.240IRR. CONTROL VALVE BEI 5815534.190IRR. CONTROL VALVE BE5816533.940LIGHT POLE5821536.290LIGHT POLEI 6109538.350IRR. CONTROL VALVE7481536.490FIRE DEPT. CONN.7482536.600FIRE HYDRANT7483536.730LIGHT POLEI 7484536.900IRR. CONTROL VALVEE 7485537.180ELECTRIC BOX7513537.380BOLLARD7514537.360BOLLARD7515537.310BOLLARD7516537.330BOLLARD7524533.810TOP OF NUT7525536.340WATER VALVE7526534.190TOP OF NUT7527536.300WATER VALVEGAS GAS GAS GAS GAS WGAS G A S G A S GAS GAS GASGASGASFLFLFLFLFLFLFLFLFLFLFLFL8 "W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS6"SS6"SS4"W FL FL FL FL FLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLPROPOSED BUILDING 2 3 STORY, 45'-10 7/8" HT. BLDG 9,796 SF 1191 CREEKVIEW DRIVE SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©Not for construction or permit purposes. FOR REVIEW ONLY Engineer P.E. No.Date KELSEY L. CAMPBELL 127952 02/17/2026 SITE PLANC-3NORTHKEY MAP NORTH MATCH LINE SEE SHEET C-2LEGEND PROPERTY LINE FIRE LANE FIRE HYDRANT PROPOSED RETAINING WALL PROPOSED CURB PROPOSED SWALE FL BENCHMARK LOCATION LOT 3, BLOCK 3, FREEPORT NORTH VOL. 2004111, PG. 141 D.R.D.C.T. ZONING: LI REMAINDER OF CALLED 159.788 ACRES FELLOWSHIP OF LAS COLINAS VOL. 11578, PG. 1111 D.R.T.C.T. VOL. 94091, PG. 1680 D.R.T.C.T. ZONING: LI LOT 2, BLOCK A 14.778 ACRES 643,712 SQ. FT. LOT 3 BLOCK A, FREEPORT NORTH VOL. 2000102, PG. 4826 D.R.T.C.T. ZONING: LI LOT 1R, BLOCK A 10.779 ACRES REQUIRED PARKING SPACES: WAREHOUSE: 1 SPACE / 2,000 SF = 39 SPACES OFFICE: 1 SPACE / 300 SF = 126 SPACES TOTAL: 165 SPACES SITE DATA TABLE LOT 1R BLOCK A EXISTING ZONING PROPOSED USES BUILDING 1 USAGE BUILDING 1 OFFICE AREA BUILDING 1 WAREHOUSE AREA BUILDING 1 STORIES/HEIGHT BUILDING 2 USAGE BUILDING 2 OFFICE AREA BUILDING 2 STORIES/HEIGHT TOTAL BUILDING AREA PROPOSED LOT AREA / COVERAGE FLOOR AREA RATIO IMPERVIOUS AREA REQUIRED AUTO PARKING SPACES EXISTING AUTO PARKING SPACES REMOVED/ADDED AUTO PARKING SPACES PROPOSED AUTO PARKING SPACES ADA PARKING SPACES PROVIDED LI PD-296-LI WAREHOUSE & OFFICE SPACE 8,312 SF 77,021 SF 1 / 49'-10" OFFICE SPACE 29,387 SF 3 / 45-10 7/8" 114,720 SF 17.09% 0.21:1 8.11 AC 165 283 -60 / +176 399 10 SITE PLAN SAMARITAN'S PURSE REZONED PD-191R-LI, 12.779 AC LOT 1R 1300 & 1191 CREEKVIEW DRIVE JAMES GIBSON SURVEY ABSTRACT NO. 1716 CITY OF COPPELL DALLAS COUNTY, TEXAS MARCH 2026 OWNER FELLOWSHIP CHURCH, F.K.K.A FELLOWSHIP OF LAS COLINAS 2450 N. STATE HIGHWAY 121 GRAPEVINE, TEXAS 76051 (972) 257-8817 DEVELOPER SAMARITAN'S PURSE PO BOX 1790, COPPELL, TX 75019 (214) 215-9400 GREGYANCEY@VERIZON.NET APPLICANT/ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. 6160 WARREN PARKWAY, SUITE 210, FRISCO, TX 75034 972-335-3580 KELSEY.CAMPBELL@KIMLEY-HORN.COM 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, LATEST EDITION, AND THE CITY OF COPPELL STANDARD CONSTRUCTION DETAILS. 2.DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY INTERPRETATION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE APPROVED BY THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING THAT DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH ARE MADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THE DECISION. 3.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL CURBS ARE 6" IN HEIGHT UNLESS OTHERWISE NOTED. 5.NO OUTSIDE STORAGE IS PROPOSED. 6.ALL PARKING SHOWN IS 9.0' X 18.0' UNLESS OTHERWISE NOTED. 7.THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. 8.TREE CREDIT COST TOTAL OF $0.00 NOTED IN THE ATTACHED TREE PRESERVATION PLAN IN LIEU OF TREE REPLACEMENT. THIS IS TO BE PAID TO THE CITY OF COPPELL REFORESTATION AND NATURAL AREAS FUND. NOTES 48 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSW W WW S LIFTSTATION3543.710SIGN /NO PARKING5545.390LIGHT POLE5134542.880BOLLARD5135543.320FIRE HYDRANT5136543.170BOLLARDI 5137542.820IRR. CONTROL VALVEI 5138543.750IRR. CONTROL VALVE5140545.020LIGHT POLEW 5148545.400WATER METERW 5149545.380WATER METERW 5150545.130WATER METERW 5151545.190WATER METER5152545.070WATER VALVEI 5153545.100IRR. CONTROL VALVEI 5154545.210IRR. CONTROL VALVE5162544.280ELECTRIC BOX B5163544.390ELECTRIC BOX END5168544.960LIFT STATION B5169544.930LIFT STATION5170544.910LIFT STATION5171544.930LIFT STATION CLOSES 5173544.970SAN. SEWER MANHOLE6285539.530TOP OF NUT6286540.380TOP OF NUT6287543.250TOP OF NUT423542364237423842394240424142424243424442454249425242534254425542564257425842594260426142624263426442654266426742684270427242734274427542764277427842794280428142824283428442854286428742884289429042914292429342944295429742984299430043014302430343044310431143124313431443154317431943204321432243234324432543264327423542364237423842394240424142424243424442454249425242534254425542564257425842594260426142624263426442654266426742684270427242734274427542764277427842794280428142824283428442854286428742884289429042914292429342944295429742984299430043014302430343044310431143124313431443154317431943204321432243234324432543264327N0°41'15"W 387.95'N89°28'02"E233.26'S0°58'11"E 390.12' TREE TO REMAIN TREE TO BE REMOVED (PROTECTED/ NON-PROTECTED) OFF-SITE TREE TO BE REMOVED TREE PRESERVATION LEGEND TREE TO REMAIN TREE TO BE REMOVED (PROTECTED/ NON-PROTECTED) OFF-SITE TREE TO BE REMOVED TREE PRESERVATION LEGEND 8"WFLI5743533.910IRR. CONTROL VALVE 5822539.740LIGHT POLE BE 5823542.050SIGN /HANDICAP 5824538.970SIGN /HANDICAP 5825539.070SIGN /HANDICAP 5826539.800SIGN /HANDICAP I6108537.790IRR. CONTROL VALVE TF LFL LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKSAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date TREE PRESERVATION PLANTP 1.01 TREE PRESERVATION AND REMOVAL NOTES 1. CONTRACTOR SHALL COORDINATE WITH ISA CERTIFIED ARBORIST AND PROPERTY OWNERS TO VERIFY OBJECTIVES PRIOR TO COMMENCING ANY PRUNING OR TREE REMOVAL ACTIVITIES. 2. ALL CREW MEMBERS SHOULD BE WEARING THE APPROPRIATE SAFETY GEAR: HARD HATS, EYE PROTECTION, APPROVED BOOTS, HEARING PROTECTION, CHAIN SAW CHAPS FOR GROUNDWORK. 3. ANY TREES REMOVED, AND ALL TREE MATERIALS REMOVED SHALL BE REMOVED FROM THE PROPERTY AT THE CONTRACTOR'S EXPENSE. 4. ALL TRASH AND DEBRIS FROM ANY CONSTRUCTION RELATED ACTIVITIES SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE, FOLLOWING COMPLETION OF THE PROJECT. 5. ANY DAMAGE TO THE EXISTING LANDSCAPE, PAVEMENT, BUILDING, OR ANY OTHER SITE FEATURES SHALL BE REPLACED BY THE CONTRACTOR AND/OR RESTORED TO PRE-CONSTRUCTION CONDITION. 6. CONTACT LANDSCAPE ARCHITECT AFTER ALL TREE PROTECTION REQUIREMENTS HAVE BEEN INSTALLED FOR FINAL INSPECTION PRIOR TO COMMENCEMENT OF DEMOLITION. 7. TREE TRUNKS MUST BE CUT AT GROUND LEVEL WHERE REMOVAL OF A TREE MAY DAMAGE ROOT SYSTEMS OF AN ADJACENT TREE. 8. ALL ROOTS TWO INCHES OR LARGER IN CALIPER, WHICH ARE EXPOSED AS A RESULT OF TRENCHING OR OTHER EXCAVATION, SHALL BE CUT OFF SQUARE. 9. ALL EXCAVATION FOR AGGREGATE UNDER EXISTING TREES TO BE DONE BY HAND, NO HEAVY EQUIPMENT UNDER EXISTING TREES. ANY DAMAGE TO EXISTING TREES BY CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR EXPENSE. 10.TREES TO BE PRUNED TO REMOVE ANY BRANCHES IN CONFLICT WITH POWER LINES OR AREA OF STRUGGLING VEGETATION NOTE: ALL TREES ARE TO BE PROTECTED FROM DAMAGE. NO VEHICULAR PARKING, STORAGE OF MATERIALS OR EQUIPMENT , CLEANING OF EQUIPMENT, EQUIPMENT WASH OUT OR ANY OTHER ACTION WHICH MAY CAUSE AN ADVERSE AFFECT ON EXISTING OR FUTURE PLANTING IS TO OCCUR IN OR AROUND TREES IN LANDSCAPE AREAS WHICH MAY BE AFFECTED. NOTE: CONTRACTOR TO ENSURE ALL EXISTING TREES MEET 6' TRUNK HEIGHT REQUIREMENT. NOTE: CONTRACTOR SHALL NOT REMOVE ANY TREE UNTIL A TREE REMOVAL PERMIT HAS BEEN OBTAINED FROM THE APPLICABLE CITY AUTHORITY. A FORMAL TREE REMOVAL PERMIT MUST BE REQUESTED AND APPROVED PRIOR TO ANY TREE DISTURBANCE OR REMOVAL ACTIVITIES. THESE PLANS DO NOT CONSTITUTE AUTHORIZATION FOR TREE REMOVAL, NOR DO THEY IMPLY APPROVAL FOR SUCH ACTION. APPROVAL OF THESE PLANS BY THE CITY IS REQUIRED AS PART OF THE TREE REMOVAL PERMITTING PROCESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS ARE SECURED PRIOR TO COMMENCING WORK.REFERENCE SHEET TP 1.02NORTH NORTH49 8"W8"W8"W8"W 8"W 8"W 12"PVC5195540.950LIGHT POLE5196538.440LIGHT POLE5225539.890SIGN /ADDRESS 671 S CREEKVIEW DRIVE5226539.800SIGN /ADDRESS 671 S CREEKVIEW DRIVE5227540.380ELECT TRANSFORMER B5228540.260ELECT TRANSFORMER5229539.300ELECT TRANSFORMER5230539.430ELECT TRANSFORMER CLOSEI 7625539.480IRR. CONTROL VALVEI 7626539.540IRR. CONTROL VALVEUGEFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL 4163 416441674168416941754176417741784183418441854186421542184223422442254226422742284229423042314233 42344238 4163 416441674168416941754176417741784183418441854186421542184223422442254226422742284229423042314233 42344238 S5 6 ° 4 9 ' 4 1 "W 1 0 8 . 7 6 ' S 4 3 ° 4 2 ' 4 3 " W 1 1 5 . 5 8 'N89°59'31"E323.10'TREE TO REMAIN TREE TO BE REMOVED (PROTECTED/ NON-PROTECTED) OFF-SITE TREE TO BE REMOVED TREE PRESERVATION LEGEND TREE TO REMAIN TREE TO BE REMOVED (PROTECTED/ NON-PROTECTED) OFF-SITE TREE TO BE REMOVED TREE PRESERVATION LEGEND 8"WFLLIFT STATION5134542.880BOLLARD 5136543.170BOLLARD 5418539.720BOLLARD GATE B 5419539.350BOLLARD GATE END 5621539.170RAMP END EOC1 END EOC END 5624538.580RAMP B5625539.240RAMP END BC I5743533.910IRR. CONTROL VALVE 5822539.740LIGHT POLE BE 5823542.050SIGN /HANDICAP 5824538.970SIGN /HANDICAP 5825539.070SIGN /HANDICAP 5826539.800SIGN /HANDICAP I6108537.790IRR. CONTROL VALVE 7513537.380BOLLARD 7514537.360BOLLARD 7515537.310BOLLARD 7516537.330BOLLARD TF LFL LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKSAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date TREE PRESERVATION PLANTP 1.02 TREE PRESERVATION AND REMOVAL NOTES 1. CONTRACTOR SHALL COORDINATE WITH ISA CERTIFIED ARBORIST AND PROPERTY OWNERS TO VERIFY OBJECTIVES PRIOR TO COMMENCING ANY PRUNING OR TREE REMOVAL ACTIVITIES. 2. ALL CREW MEMBERS SHOULD BE WEARING THE APPROPRIATE SAFETY GEAR: HARD HATS, EYE PROTECTION, APPROVED BOOTS, HEARING PROTECTION, CHAIN SAW CHAPS FOR GROUNDWORK. 3. ANY TREES REMOVED, AND ALL TREE MATERIALS REMOVED SHALL BE REMOVED FROM THE PROPERTY AT THE CONTRACTOR'S EXPENSE. 4. ALL TRASH AND DEBRIS FROM ANY CONSTRUCTION RELATED ACTIVITIES SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE, FOLLOWING COMPLETION OF THE PROJECT. 5. ANY DAMAGE TO THE EXISTING LANDSCAPE, PAVEMENT, BUILDING, OR ANY OTHER SITE FEATURES SHALL BE REPLACED BY THE CONTRACTOR AND/OR RESTORED TO PRE-CONSTRUCTION CONDITION. 6. CONTACT LANDSCAPE ARCHITECT AFTER ALL TREE PROTECTION REQUIREMENTS HAVE BEEN INSTALLED FOR FINAL INSPECTION PRIOR TO COMMENCEMENT OF DEMOLITION. 7. TREE TRUNKS MUST BE CUT AT GROUND LEVEL WHERE REMOVAL OF A TREE MAY DAMAGE ROOT SYSTEMS OF AN ADJACENT TREE. 8. ALL ROOTS TWO INCHES OR LARGER IN CALIPER, WHICH ARE EXPOSED AS A RESULT OF TRENCHING OR OTHER EXCAVATION, SHALL BE CUT OFF SQUARE. 9. ALL EXCAVATION FOR AGGREGATE UNDER EXISTING TREES TO BE DONE BY HAND, NO HEAVY EQUIPMENT UNDER EXISTING TREES. ANY DAMAGE TO EXISTING TREES BY CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR EXPENSE. 10.TREES TO BE PRUNED TO REMOVE ANY BRANCHES IN CONFLICT WITH POWER LINES OR AREA OF STRUGGLING VEGETATION NOTE: ALL TREES ARE TO BE PROTECTED FROM DAMAGE. NO VEHICULAR PARKING, STORAGE OF MATERIALS OR EQUIPMENT , CLEANING OF EQUIPMENT, EQUIPMENT WASH OUT OR ANY OTHER ACTION WHICH MAY CAUSE AN ADVERSE AFFECT ON EXISTING OR FUTURE PLANTING IS TO OCCUR IN OR AROUND TREES IN LANDSCAPE AREAS WHICH MAY BE AFFECTED. NOTE: CONTRACTOR TO ENSURE ALL EXISTING TREES MEET 6' TRUNK HEIGHT REQUIREMENT. NOTE: CONTRACTOR SHALL NOT REMOVE ANY TREE UNTIL A TREE REMOVAL PERMIT HAS BEEN OBTAINED FROM THE APPLICABLE CITY AUTHORITY. A FORMAL TREE REMOVAL PERMIT MUST BE REQUESTED AND APPROVED PRIOR TO ANY TREE DISTURBANCE OR REMOVAL ACTIVITIES. THESE PLANS DO NOT CONSTITUTE AUTHORIZATION FOR TREE REMOVAL, NOR DO THEY IMPLY APPROVAL FOR SUCH ACTION. APPROVAL OF THESE PLANS BY THE CITY IS REQUIRED AS PART OF THE TREE REMOVAL PERMITTING PROCESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS ARE SECURED PRIOR TO COMMENCING WORK.REFERENCE SHEET TP 1.01REFERENCE SHEET TP 1.03KEY MAP NORTH NORTH50 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W2"W2"W8 "W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS6"SS6"SS6"SS6"SSFL FL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFL5418539.720BOLLARD GATE B5419539.350BOLLARD GATE ENDG 5441540.650GAS VALVEG 5446540.890GAS TEST STA5463540.650CLEANOUT5483539.360CLEANOUT5621539.170RAMP END EOC1 END EOC END5624538.580RAMP B5625539.240RAMP END BC5633539.000SIGN /HANDICAP5645539.100SIGN /HANDICAP5646538.390SIGN /HANDICAP5650538.730SIGN /HANDICAPI 5743533.910IRR. CONTROL VALVE5822539.740LIGHT POLE BEI 6108537.790IRR. CONTROL VALVE7513537.380BOLLARD7514537.360BOLLARD7515537.310BOLLARD7516537.330BOLLARDGAS GAS GAS GAS GAS GAS GASW WGAS G A S G A S G A S GAS GAS GAS GASGASGASGASGASFLFLFLFLFLFLFLFLFLLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORK N0°41'16"W 224.07' 2 8 'R28'R 1 5'R30'R1 3 0 'R 9 0 'R 54'RTREE TO REMAIN TREE TO BE REMOVED (PROTECTED/ NON-PROTECTED) OFF-SITE TREE TO BE REMOVED TREE PRESERVATION LEGEND TREE TO REMAIN TREE TO BE REMOVED (PROTECTED/ NON-PROTECTED) OFF-SITE TREE TO BE REMOVED TREE PRESERVATION LEGEND 8"WFLI5743533.910IRR. CONTROL VALVE 5822539.740LIGHT POLE BE 5823542.050SIGN /HANDICAP 5824538.970SIGN /HANDICAP 5825539.070SIGN /HANDICAP 5826539.800SIGN /HANDICAP I6108537.790IRR. CONTROL VALVE TF LFL LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKSAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date TREE PRESERVATION PLANTP 1.03 TREE PRESERVATION AND REMOVAL NOTES 1. CONTRACTOR SHALL COORDINATE WITH ISA CERTIFIED ARBORIST AND PROPERTY OWNERS TO VERIFY OBJECTIVES PRIOR TO COMMENCING ANY PRUNING OR TREE REMOVAL ACTIVITIES. 2. ALL CREW MEMBERS SHOULD BE WEARING THE APPROPRIATE SAFETY GEAR: HARD HATS, EYE PROTECTION, APPROVED BOOTS, HEARING PROTECTION, CHAIN SAW CHAPS FOR GROUNDWORK. 3. ANY TREES REMOVED, AND ALL TREE MATERIALS REMOVED SHALL BE REMOVED FROM THE PROPERTY AT THE CONTRACTOR'S EXPENSE. 4. ALL TRASH AND DEBRIS FROM ANY CONSTRUCTION RELATED ACTIVITIES SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE, FOLLOWING COMPLETION OF THE PROJECT. 5. ANY DAMAGE TO THE EXISTING LANDSCAPE, PAVEMENT, BUILDING, OR ANY OTHER SITE FEATURES SHALL BE REPLACED BY THE CONTRACTOR AND/OR RESTORED TO PRE-CONSTRUCTION CONDITION. 6. CONTACT LANDSCAPE ARCHITECT AFTER ALL TREE PROTECTION REQUIREMENTS HAVE BEEN INSTALLED FOR FINAL INSPECTION PRIOR TO COMMENCEMENT OF DEMOLITION. 7. TREE TRUNKS MUST BE CUT AT GROUND LEVEL WHERE REMOVAL OF A TREE MAY DAMAGE ROOT SYSTEMS OF AN ADJACENT TREE. 8. ALL ROOTS TWO INCHES OR LARGER IN CALIPER, WHICH ARE EXPOSED AS A RESULT OF TRENCHING OR OTHER EXCAVATION, SHALL BE CUT OFF SQUARE. 9. ALL EXCAVATION FOR AGGREGATE UNDER EXISTING TREES TO BE DONE BY HAND, NO HEAVY EQUIPMENT UNDER EXISTING TREES. ANY DAMAGE TO EXISTING TREES BY CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR EXPENSE. 10.TREES TO BE PRUNED TO REMOVE ANY BRANCHES IN CONFLICT WITH POWER LINES OR AREA OF STRUGGLING VEGETATION NOTE: ALL TREES ARE TO BE PROTECTED FROM DAMAGE. NO VEHICULAR PARKING, STORAGE OF MATERIALS OR EQUIPMENT , CLEANING OF EQUIPMENT, EQUIPMENT WASH OUT OR ANY OTHER ACTION WHICH MAY CAUSE AN ADVERSE AFFECT ON EXISTING OR FUTURE PLANTING IS TO OCCUR IN OR AROUND TREES IN LANDSCAPE AREAS WHICH MAY BE AFFECTED. NOTE: CONTRACTOR TO ENSURE ALL EXISTING TREES MEET 6' TRUNK HEIGHT REQUIREMENT. NOTE: CONTRACTOR SHALL NOT REMOVE ANY TREE UNTIL A TREE REMOVAL PERMIT HAS BEEN OBTAINED FROM THE APPLICABLE CITY AUTHORITY. A FORMAL TREE REMOVAL PERMIT MUST BE REQUESTED AND APPROVED PRIOR TO ANY TREE DISTURBANCE OR REMOVAL ACTIVITIES. THESE PLANS DO NOT CONSTITUTE AUTHORIZATION FOR TREE REMOVAL, NOR DO THEY IMPLY APPROVAL FOR SUCH ACTION. APPROVAL OF THESE PLANS BY THE CITY IS REQUIRED AS PART OF THE TREE REMOVAL PERMITTING PROCESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS ARE SECURED PRIOR TO COMMENCING WORK.REFERENCE SHEET TP 1.02NORTH NORTH51 SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date TREE PRESERVATION CHARTSTP 1.04 VARIANCE REQUEST: WE ARE REQUESTING 100% OF THE MITIGATION FEES TO BE WAIVED, IN THE TOTAL AMOUNT NOTED ABOVE. 52 CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREA SEE TREE PROTECTION PLAN FOR FENCE ALIGNMENT MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. MULCH LAYER 2'-3' MIN.REF. PLANSREF. PLANS FOR LOCATION OF BORING START/END POINT (OPEN TRENCH SECTION) CONTRACTOR TO BORE UNDER THE CROWN DRIPLINE OF THE TREE. DO NOT BORE DIRECTLY UNDER THE TRUNK OF THE TREE. REF. PLANS FOR OFFSET DIMENSION FROM TREE TRUNK AND LENGTH OF BORE TREE PROTECTION FENCE TREE PROTECTION SIGN ROOT PRUNING TRENCH(TYP., REF. TREE AND PLANT PROTECTION SPECIFICATIONS)6" (TYP.) NOTES: 1.REF. DETAIL A THIS SHEET FOR TREE PROTECTION FENCE INSTALLATION. 2.REF. TREE AND PLANT PROTECTION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. TREE PROTECTION - UTILITY BORING UNDER CROWN DRIPLINE BScale: NTS TRUNK PROTECTION, REF. DETAIL D THIS SHEET CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREA SEE TREE PROTECTION PLAN FOR FENCE LAYOUT MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS TREE PROTECTION FENCE AND POSTS (REF. TREE AND PLANT PROTECTION SPECIFICATIONS) 5" THICK LAYER OF MULCH. DO NOT MULCH AREA WITHIN 6" TO 12" OF TREE TRUNK (REF. TREE AND PLANT PROTECTION SPECIFICATIONS) TREE PROTECTION SIGN SPACED EVERY 50' O.C. MINIMUM ALONG THE FENCE (REF. ENLARGEMENT) ROOT PRUNING TRENCH (TYP., REF. TREE AND PLANT PROTECTION SPECIFICATIONS) 8'-0" (TYP.) 6" (TYP.) NOTES: 1.SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR WATERING AND OTHER ADDITIONAL REQUIREMENTS. 2.ALL TREE AND ROOT PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF AN I.S.A. CERTIFIED ARBORIST. ARBORIST SHALL MAKE ALL FINAL ROOT PRUNING RECOMMENDATIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PRUNING OPERATIONS. 3.NO EQUIPMENT SHALL OPERATE INSIDE THE TREE PROTECTION FENCE INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 4.TREE PROTECTION FENCE LAYOUT AND INSTALLATION TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION ACTIVITY. TYPICAL TREE PROTECTION FENCING AScale: NTS KEEP OUT TREE PROTECTION AREA NO ENTRY PROJECT ARBORIST PHONE # GENERAL CONTRACTOR PHONE # ·NO HEAVY EQUIPMENT ·NO PARKING ·NO STORAGE ·NO DUMPING ·NO GRADING24"36" TREE PROTECTION SIGN ENLARGEMENT ZONA DE PROTECCION PARA ARBOLES NO ENTRE ·NO EQUIPAMIENTO PESADO ·NO ESTACIONAR ·NO ALMACENAJE ·PROHIBIDO TRIAR BASURA ·NO EXCAVAR ARBORISTA DEL PROYECTO TELEFONO # CONTRATISTA GENERAL TELEFONO # NOTE: CONTRACTOR TO PROVIDE PHONE NUMBER INFORMATION CROWN DRIPLINE 5 - 12" THICK LAYER OF MULCH ON CONSTRUCTION ACCESS ROAD; 5" THICK LAYER INSIDE TREE PROTECTION AREA (REF. TREE AND PLANT PROTECTION SPECIFICATIONS). CONSTRUCTION ACCESS ROADTREE PROTECTION FENCE NOTES: 1.REF. DETAIL A THIS SHEET FOR TREE PROTECTION FENCE INSTALLATION. 2.REF. TREE AND PLANT PROTECTION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3.OWNER'S REPRESENTATIVE TO APPROVE ANY CANOPY THINNING AND/OR CANOPY RAISING PRUNING TO ALLOW FOR CONSTRUCTION ACCESS ROAD USE PRIOR TO CONSTRUCTION ACTIVITIES. 4.PRIOR TO INSTALLATION OF ANY CONSTRUCTION ACCESS ROAD, COORDINATE WITH OWNER'S REPRESENTATIVE FOR FINAL APPROVAL OF ROAD LOCATION. ALL ADJUSTED TREE PROTECTION MEASURES MUST BE IN PLACE AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO USE OF ROAD. ROOT PRUNING TRENCH (TYP. REF. TREE AND PLANT PROTECTION SPECIFICATIONS)6" (TYP.) TREE PROTECTION SIGN FINAL APPROVAL OF ANY ROOT PRUNING AND MULCH LAYER THICKNESS IN THIS ZONE TO BE FIELD VERIFIED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO OPENING CONSTRUCTION ACCESS ROAD. MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. TREE PROTECTION - CONSTRUCTION ACCESS ROAD CScale: NTS MATTING IF ROAD USE REQUIRES (REF. TREE AND PLANT PROTECTION SPECIFICATIONS). TREE AND PLANT PROTECTION SEE TREE PRTOTECTION PLAN FOR FENCE LAYOUT FILTER FABRIC OR GEOGRID, IF LOAD USE REQUIRES. REF TREE AND PLANT PROTECTION SPECIFICATIONS EXISTING SIDEWALK OR SIMILAR EQUIPMENT BACKHOE, TRACKHOE DEMOLITION SEQUENCE 1.PERFORM ANY ROOT PRUNING. 2.INSTALL TREE PROTECTION FENCING 3.CAREFULLY REMOVE SIDEWALK AND BASE MATERIAL, COORDINATE ALL DEMOLITION OPERATIONS AROUND PROTECTED TREES WITH ENGINEER AND PROJECT ARBORIST. SITE DEMOLITION AREA TREE PROTECTION AREA ROOT PRUNING TRENCH(TYP.) REF. TREE PROTECTION PLANS AND TREE AND PLANT PROTECTION SPECIFICATIONS ONLY REMOVE SEVERED ROOTS IF REQUIRED FOR NEW CONSTRUCTION PROTECTED TREE ROOTS TREE PROTECTION FENCE (REF. DETAIL A THIS SHEET) SIDEWALK DEMOLITION AROUND EXISTING TREE ROOTS EScale: NTS NOTES: 1.PRIOR TO DEMOLITION ACTIVITIES, COORDINATE WITH OWNER'S REPRESENTATIVE. 2.ALL TREE PROTECTION MEASURES MUST BE IN PLACE AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO DEMOLITION ACTIVITIES. 3.OWNER'S REPRESENTATIVE TO APPROVE ANY CANOPY THINNING AND/OR CANOPY RAISING PRUNING TO ALLOW FOR DEMOLITION ACTIVITIES PRIOR TO CONSTRUCTION. EXISTING CURB AND GUTTER ROOTS TREE DEMOLITION SEQUENCE: 1.PERFORM ANY ROOT PRUNING. 2.INSTALL TREE PROTECTION FENCING 3.BREAK OR CUT 6' SECTIONS OF CURB. 4.CAREFULLY ROTATE CURB SECTIONS AWAY FROM ROOTS. 5.COORDINATE ALL DEMOLITION OPERATIONS AROUND PROTECTED TREES WITH ENGINEER AND PROJECT ARBORIST. PLAN VIEW SITE DEMOLITION AREA TREE PROTECTION AREA PROTECTED TREE ROOTS ROOT PRUNING TRENCH(TYP.) REF. TREE PROTECTION PLANS AND TREE AND PLANT PROTECTION SPECIFICATIONS TREE PROTECTION FENCE REF. DETAIL A THIS SHEET BACKHOE, TRACKHOE OR SIMILAR EQUIPMENT CURB DEMOLITION AROUND EXISTING TREE ROOTS FScale: NTS NOTES: 1.PRIOR TO DEMOLITION ACTIVITIES, COORDINATE WITH OWNER'S REPRESENTATIVE. 2.ALL TREE PROTECTION MEASURES MUST BE IN PLACE AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO DEMOLITION ACTIVITIES. 3.OWNER'S REPRESENTATIVE TO APPROVE ANY CANOPY THINNING AND/OR CANOPY RAISING PRUNING TO ALLOW FOR DEMOLITION ACTIVITIES PRIOR TO CONSTRUCTION. ROTATE CURB AWAY FROM TREE NOTES: 1.REF. TREE AND PLANT PROTECTION SPECIFICATIONS FOR ADDITIONAL INFORMATION.4'-0"6"VARIES BASEDON ROOT FLARETRUNK PROTECTION DScale: NTS CLOSED CELL FOAM PAD 2" x 4" WOODEN PLANKS STEEL STRAPS STAPLED TO PLANKS 6"SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date TREE PERSERVATION DETAILSTP 3.01 53 SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date TREE PERSERVATIONSPECIFICATIONSTP 3.02 SECTION 015639: TREE AND PLANT PROTECTION PART 1 GENERAL 1.1 SUMMARY A.THE SCOPE OF WORK INCLUDES ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, FACILITIES, TRANSPORTATION AND SERVICES NECESSARY FOR, AND INCI DENTAL TO PERFORMING ALL OPERATIONS IN CONNECTION WITH PROTECTION OF EXISTING TREES AND OTHER PLANTS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1.PROVIDE PRECONSTRUCTION EVALUATIONS 2.PROVIDE PROTECTION OF ROOT ZONES AND ABOVE GROUND TREES AND PLANTS 3.PROVIDE PRUNING OF EXISTING TREES AND PLANTS. 4.COORDINATE WITH THE REQUIREMENTS OF THE SPECIFICATIONS FOR MODIFICATIONS TO THE SOIL WITHIN THE ROOT ZONE OF EXISTING TREES AND PLANTS. 5.PROVIDE ALL INSECT AND DISEASE CONTROL. 6.PROVIDE MAINTENANCE OF EXISTING TREES AND PLANTS INCLUDING IRRIGATION DURING THE CONSTRUCTION PERIOD AS RECOMMENDED BY THE ARBORIST REPORT. 7.PROVIDE MAINTENANCE OF EXISTING TREES AND PLANTS INCLUDING IRRIGATION DURING THE POST CONSTRUCTION PLANT MAINTENANCE PERIOD. 8.REMOVE TREE PROTECTION FROM AROUND AND UNDER TREES AND PLANTS. 9.CLEAN UP AND DISPOSAL OF ALL EXCESS AND SURPLUS MATERIAL. 1.2 CONTRACT DOCUMENTS A.SHALL CONSIST OF SPECIFICATIONS AND GENERAL CONDITIONS AND THE DRAWINGS. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, AND SERVICES NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE DOCUMENTS ARE TO BE CONSIDERED AS ONE. WHATEVER IS CALLED FOR BY ANY PARTS SHALL BE AS BINDING AS IF CALLED FOR IN ALL PARTS. B.IT IS THE INTENT OF THIS SECTION THAT THE REQUIREMENTS APPLY TO ALL OTHER SECTIONS OF THE PROJECT SPECIFICATION SUCH THAT ANY SUBCONTRACTOR MUST COMPLY WITH THE RESTRICTIONS ON WORK WITHIN DESIGNATED TREE AND PLANT PROTECTION AREAS. 1.3 RELATED DOCUMENTS AND REFERENCES A.RELATED DOCUMENTS: 1.DRAWINGS AND GENERAL PROVISIONS OF CONTRACT INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION I SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 2.IRRIGATION SPECIFICATIONS 3.PLANTING SPECIFICATIONS B.REFERENCES: THE FOLLOWING SPECIFICATIONS AND STANDARDS OF THE ORGANIZATIONS AND DOCUMENTS LISTED IN THIS PARAGRAPH FORM A PART OF THE SPECIFICATION TO THE EXTENT REQUIRED BY THE REFERENCES THERETO. IN THE EVENT THAT THE REQUIREMENTS OF THE FOLLOWING REFERENCED STANDARDS AND SPECIFICATION CONFLICT WITH THIS SPECIFICATION SECTION, THE REQUIREMENTS OF THIS SPECIFICATION SHALL PREVAIL. IN THE EVENT THAT THE REQUIREMENTS OF ANY OF THE FOLLOWING REFERENCED STANDARDS AND SPECIFICATIONS CONFLICT WITH EACH OTHER, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 1.ANSI A300 - STANDARD PRACTICES FOR TREE, SHRUB AND OTHER WOODY PLANT MAINTENANCE (9 PARTS), MOST CURRENT EDITIONS. 2.INTERNATIONAL SOCIETY OF ARBORICULTURE BEST MANAGEMENT PRACTICES (ISA BMP) MOST CURRENT EDITIONS. a.TREE PRUNING b.SOIL MANAGEMENT FOR URBAN TREES c.TREE SUPPORT SYSTEMS: CABLING, BRACING, GUYING, AND PROPPING d.TREE LIGHTING PROTECTION SYSTEMS e.MANAGING TREES DURING CONSTRUCTION f.TREE PLANTING g.TREE RISK ASSESSMENT h.TREE INVENTORY i.INTEGRATED PEST MANAGEMENT j.TREE INJECTIONS k.TREE AND SHRUB FERTILIZATION 3.PRUNING PRACTICES SHALL CONFORM WITH RECOMMENDATIONS “STRUCTURAL PRUNING: A GUIDE FOR THE GREEN INDUSTRY”; PUBLISHED BY URBAN TREE FOUNDATION, VISALIA, CALIFORNIA; MOST CURRENT EDITION. 4.GLOSSARY OF ARBORICULTURAL TERMS, INTERNATIONAL SOCIETY OF ARBORICULTURE, CHAMPAIGN IL, MOST CURRENT EDITION. 1.4 VERIFICATION A.ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES, AND SHALL IMMEDIATELY INFORM THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE INFORMATION ON THE DRAWINGS AND THE ACTUAL CONDITIONS, REFRAINING FROM DOING ANY WORK IN SAID AREAS UNTIL GIVEN APPROVAL TO DO SO BY THE OWNER'S REPRESENTATIVE. 1.5 PERMITS AND REGULATIONS A.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS RELATED TO THIS SECTION OF THE WORK UNLESS PREVIOUSLY EXCLUDED UNDER PROVISION OF THE CONTRACT OR GENERAL CONDITIONS. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AND ORDINANCES BEARING ON THE OPERATION OR CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT A CONFLICT EXISTS BETWEEN PERMIT REQUIREMENTS AND THE WORK OUTLINED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING INCLUDING A DESCRIPTION OF ANY NECESSARY CHANGES AND CHANGES TO THE CONTRACT PRICE RESULTING FROM CHANGES IN THE WORK. B.WHEREVER REFERENCES ARE MADE TO STANDARDS OR CODES IN ACCORDANCE WITH WHICH WORK IS TO BE PERFORMED OR TESTED, THE EDITION OR REVISION OF THE STANDARDS AND CODES CURRENT ON THE EFFECTIVE DATE OF THIS CONTRACT SHALL APPLY, UNLESS OTHERWISE EXPRESSLY SET FORTH. C.IN CASE OF CONFLICT AMONG ANY REFERENCED STANDARDS OR CODES OR BETWEEN ANY REFERENCED STANDARDS AND CODES AND THE SPECIFICATIONS, THE MORE RESTRICTIVE STANDARD OR CODE SHALL APPLY OR OWNER'S REPRESENTATIVE SHALL DETERMINE WHICH SHALL GOVERN. 1.6 PROTECTION OF WORK, PROPERTY AND PERSON A.THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES OR INJURY DUE TO HIS/HER ACTIONS. 1.7 CHANGES IN THE WORK A.THE OWNER'S REPRESENTATIVE MAY ORDER CHANGES IN THE WORK, AND THE CONTRACT SUM SHOULD BE ADJUSTED ACCORDINGLY. ALL SUCH ORDERS AND ADJUSTMENTS PLUS CLAIMS BY THE CONTRACTOR FOR EXTRA COMPENSATION MUST BE MADE AND APPROVED IN WRITING BEFORE EXECUTING THE WORK INVOLVED. 1.8 CORRECTION OF WORK A.THE CONTRACTOR SHALL RE-EXECUTE ANY WORK THAT FAILS TO CONFORM TO THE REQUIREMENTS OF THE CONTRACT AND SHALL REMEDY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP UPON WRITTEN NOTICE FROM THE OWNER'S REPRESENTATIVE, AT THE SOONEST POSSIBLE TIME THAT CAN BE COORDINATED WITH OTHER WORK AND SEASONAL WEATHER DEMANDS. 1.9 DEFINITIONS A.ALL TERMS IN THIS SPECIFICATION SHALL BE AS DEFINED IN THE “GLOSSARY OF ARBORICULTURAL TERMS” OR AS MODIFIED BELOW. 1.OWNER'S REPRESENTATIVE: THE PERSON APPOINTED BY THE OWNER TO REPRESENT THEIR INTEREST IN THE REVIEW AND APPROVAL OF THE WORK AND TO SERVE AS THE CONTRACTING AUTHORITY WITH THE CONTRACTOR. THE OWNER'S REPRESENTATIVE MAY APPOINT OTHER PERSONS TO REVIEW AND APPROVE ANY ASPECTS OF THE WORK. 2.REASONABLE AND REASONABLY: WHEN USED IN THIS SPECIFICATION IS INTENDED TO MEAN THAT THE CONDITIONS CITED WILL NOT AFFECT THE ESTABLISHMENT OR LONG TERM STABILITY, HEALTH OR GROWTH OF THE PLANT. THIS SPECIFICATION RECOGNIZES THAT PLANTS ARE NOT FREE OF DEFECTS, AND THAT PLANT CONDITIONS CHANGE WITH TIME. THIS SPECIFICATION ALSO RECOGNIZES THAT SOME DECISIONS CANNOT BE TOTALLY BASED ON MEASURED FINDINGS AND THAT PROFESSION JUDGMENT IS REQUIRED. IN CASES OF DIFFERING OPINION, THE OWNER'S REPRESENTATIVE EXPERT SHALL DETERMINE WHEN CONDITIONS WITHIN THE PLANT ARE JUDGED AS REASONABLE. 3.SHRUB: WOODY PLANTS WITH MATURE HEIGHT APPROXIMATELY LESS THAN 25 FEET. 4.TREE AND PLANT PROTECTION AREA: AREA SURROUNDING INDIVIDUAL TREES, GROUPS OF TREES, SHRUBS, OR OTHER VEGETATION TO BE PROTECTED DURING CONSTRUCTION, AND DEFINED BY A CIRCLE CENTERED ON THE TRUNK WITH EACH TREE WITH A RADIUS EQUAL TO THE CLOWN DRIPLINE UNLESS OTHERWISE INDICATED BY THE OWNER'S REPRESENTATIVE OR THE CONSTRUCTION DRAWINGS. 5.TREE: SINGLE AND MULTI-STEMMED PLANTS, INCLUDING PALMS WITH ANTICIPATED MATURE HEIGHT APPROXIMATELY GREATER THAN 25 FEET OR ANY PLANT IDENTIFIED ON THE PLANS AS A TREE. 1.10 SUBMITTALS A.ARBORIST REPORT 1.PRIOR TO THE START OF CONSTRUCTION, SUBMIT, FOR APPROVAL BY THE OWNER'S REPRESENTATIVE, THE REPORT OF A CONSULTING ARBORIST WHO IS A REGISTERED CONSULTING ARBORIST® (RCA) WITH AMERICAN SOCIETY OF CONSULTING ARBORISTS OR AN ISA BOARD CERTIFIED ARBORIST, WHICH DETAILS THE FOLLOWING INFORMATION FOR ALL TREES TO REMAIN WITHIN THE AREA DESIGNATED ON THE DRAWINGS AS THE TREE AND PLANT PROTECTION AREA. THE REPORT SHALL INCLUDE THE FOLLOWING: a.A DESCRIPTION OF EACH TREE TO REMAIN INDICATING ITS GENUS AND SPECIES, CONDITION INCLUDING ANY VISIBLE DAMAGE TO THE ROOT SYSTEM OR SOIL WITHIN THE ROOT ZONE, TREE DIAMETER AT BREAST HEIGHT (DBH) AND APPROXIMATE HEIGHT AND CANOPY SPREAD, SIZE AND ANY VISIBLE DISEASE, INSECT INFESTATIONS AND OR BRANCH AND TRUNK STRUCTURAL DEFICIENCIES. b.THE REPORT SHALL NOTE ALL TREES OR PARTS OF TREES, WHICH ARE CONSIDERED A HAZARD OR SIGNIFICANT OR EXTREME RISK LEVEL. INCLUDE THE INTERNATIONAL SOCIETY OF ARBORICULTURE HAZARD EVALUATION SHEET FOR EACH TREE, WHICH MAY REASONABLY BE IDENTIFIED AS A POTENTIAL HAZARD TREE. c.RECOMMENDATIONS AS TO TREATMENT OF ALL INSECT, DISEASE AND STRUCTURAL PROBLEMS ENCOUNTERED. d.RECOMMENDATIONS FOR FERTILIZER TREATMENTS, IF ANY. e.A PLAN OF THE SITE SHOWING THE LOCATION OF ALL TREES INCLUDED IN THE REPORT. B.PRODUCT DATA 1.SUBMIT MANUFACTURER PRODUCT DATA AND LITERATURE DESCRIBING ALL PRODUCTS REQUIRED BY THIS SECTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. PROVIDE SUBMITTAL BEFORE THE START OF ANY WORK AT THE SITE. C.QUALIFICATIONS SUBMITTAL 1.FOR EACH APPLICABLE PERSON EXPECTED TO WORK ON THE PROJECT, PROVIDE COPIES OF THE QUALIFICATIONS AND EXPERIENCE OF THE CONSULTING ARBORIST, PROOF OF EITHER THE REGISTERED CONSULTING ARBORIST® (RCA) WITH AMERICAN SOCIETY OF CONSULTING ARBORISTS OR AN ISA BOARD CERTIFIED MASTER ARBORIST, ANY ISA CERTIED ARBORISTS, AND ANY REQUIRED HERBICIDE/PESTICIDE LICENSE TO THE OWNER'S REPRESENTATIVE, FOR REVIEW PRIOR TO THE START OF WORK. 1.11 OBSERVATION OF THE WORK A.THE OWNER'S REPRESENTATIVE MAY INSPECT THE WORK AT ANY TIME. 1.12 PRE-CONSTRUCTION CONFERENCE A.SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE AT LEAST SEVEN (7) DAYS BEFORE BEGINNING WORK TO REVIEW ANY QUESTIONS THE CONTRACTOR MAY HAVE REGARDING THE WORK, ADMINISTRATIVE PROCEDURES DURING CONSTRUCTION AND PROJECT WORK SCHEDULE. 1.THE FOLLOWING CONTRACTORS SHALL ATTEND THE PRECONSTRUCTION CONFERENCE: a.GENERAL CONTRACTOR. b.CONSULTING ARBORIST/CERTIFIED ARBORIST c.TREE AND PLANT PROTECTION SUB-CONTRACTOR. d.EARTHWORK SUB-CONTRACTOR. e.ALL SITE UTILITY SUB-CONTRACTORS THAT MAY BE REQUIRED TO DIG OR TRENCH INTO THE SOIL. f.LANDSCAPE SUB-CONTRACTOR. g.IRRIGATION SUB-CONTRACTOR. h.PRIOR TO THIS MEETING, MARK ALL TREES AND PLANTS TO REMAIN AND OR BE REMOVED AS DESCRIBED IN THIS SPECIFICATION FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE. 1.13 QUALITY ASSURANCE A.CONTRACTOR QUALIFICATIONS: 1.ALL PRUNING, BRANCH TIE BACK, TREE REMOVAL, ROOT PRUNING, AND FERTILIZING REQUIRED BY THIS SECTION SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF ISA CERTIFIED ARBORIST. SUBMIT AFOREMENTIONED INDIVIDUAL'S QUALIFICATIONS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE. 2.ALL APPLICATIONS OF PESTICIDE OR HERBICIDE SHALL BE PERFORMED BY A PERSON MAINTAINING A CURRENT STATE LICENSE TO APPLY CHEMICAL PESTICIDES VALID IN THE JURISDICTION OF THE PROJECT. SUBMIT COPIES OF ALL REQUIRED STATE LICENSING CERTIFICATES INCLUDING APPLICABLE CHEMICAL APPLICATOR LICENSES. PART 2 PRODUCTS 2.1 TREE PROTECTION SIGN: A.HEAVY-DUTY PLASTIC LAMINATED OR CORRUGATED PLASTIC SIGNS, 24 INCHES X 36 INCHES, WHITE COLORED BACKGROUND WITH BLACK 2 INCH HIGH OR LARGER LETTERS BLOCK LETTERS. THE SIGNS SHALL BE STAKED ADJACENT TO EXISTING TREEs. THE TREE PROTECTION SIGN SHALL READ “KEEP OUT - TREE AND PLANT PROTECTION AREA” AND OTHER PROJECT INFORMATION AS SHOWN ON DRAWINGS. 2.2 MATTING A.MATTING FOR VEHICLE AND WORK PROTECTION SHALL BE HEAVY DUTY MATTING DESIGNED FOR VEHICLE LOADING OVER TREE ROOTS, ALTURNAMATS AS MANUFACTURED BY ALTURNAMATS, INC. FRANKLIN, PA 16323 OR APPROVED EQUAL. B.SUBMIT SUPPLIERS PRODUCT DATA THAT PRODUCT MEETS THE REQUIREMENTS FOR APPROVAL. 2.3 GEOGRID A.GEOGRID SHALL BE WOVEN POLYESTER FABRIC WITH PVC COATING, UNI-AXIAL OR BIAXIAL GEOGRID, INERT TO BIOLOGICAL DEGRADATION, RESISTANT TO NATURALLY OCCURRING CHEMICALS, ALKALIS, ACIDS. 1.GEOGRID SHALL BE MIRAGRID 2XT AS MANUFACTURED BY TEN CATE NICOLON, NORCROSS, GA. HTTP://WWW.TENCATE.COM OR APPROVED EQUAL. B.SUBMIT SUPPLIERS PRODUCT DATA THAT PRODUCT MEETS THE REQUIREMENTS FOR APPROVAL. 2.4 FILTER FABRIC A.FILTER FABRIC SHALL BE NONWOVEN POLYPROPYLENE FIBERS, INERT TO BIOLOGICAL DEGRADATION AND RESISTANT OF NATURALLY OCCURRING CHEMICALS, ALKALIS AND ACIDS. 1.MIRAFI 135 N AS MANUFACTURED BY TEN CATE NICOLON, NORCROSS, GA. HTTP://WWW.TENCATE.COM OR APPROVED EQUAL. B.SUBMIT SUPPLIERS PRODUCT DATA THAT PRODUCT MEETS THE REQUIREMENTS FOR APPROVAL. PART 3 EXECUTION 3.1 SITE EXAMINATION A.EXAMINE THE SITE, TREE, PLANT AND SOIL CONDITIONS. NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF ANY CONDITIONS THAT MAY IMPACT THE SUCCESSFUL TREE AND PLANT PROTECTIONS THAT IS THE INTENT OF THIS SECTION. 3.2 COORDINATION WITH PROJECT WORK A.THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER WORK THAT MAY IMPACT THE COMPLETION OF THE WORK. B.PRIOR TO THE START OF WORK, PREPARE A DETAILED SCHEDULE OF THE WORK FOR COORDINATION WITH OTHER TRADES. C.COORDINATE THE RELOCATION OF ANY IRRIGATION LINES CURRENTLY PRESENT ON THE IRRIGATION PLAN, HEADS OR THE CONDUITS OF OTHER UTILITY LINES OR STRUCTURES THAT ARE IN CONFLICT WITH TREE LOCATIONS. TREE ROOTS SHALL NOT BE ALTERED TO FIT AROUND LINES. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS ENCOUNTERED. 3.3 TREE AND PLANT PROTECTION AREA: A.THE TREE AND PLANT PROTECTION AREA IS DEFINED AS ALL AREAS INDICATED ON THE TREE PROTECTION PLAN. B.WHERE NO LIMIT OF THE TREE AND PLANT PROTECTION AREA IS DEFINED ON THE DRAWINGS, THE LIMIT SHALL BE THE DRIP LINE (OUTER EDGE OF THE BRANCH CROWN) OF EACH TREE. 3.4 PREPARATION: A.PRIOR TO THE PRECONSTRUCTION MEETING, LAYOUT THE LIMITS OF THE TREE AND PLANT PROTECTION AREA AND THEN ALIGNMENTS OF REQUIRED TREE AND PLANT PROTECTION FENCING AND ROOT PRUNING. OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF THE LIMITS OF THE PROTECTION AREA AND THE ALIGNMENT OF ALL FENCING AND ROOT PRUNING. B.FLAG ALL TREES AND LARGE SHRUBS TO BE REMOVED BY WRAPPING ORANGE PLASTIC RIBBON AROUND THE TRUNK AND OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF ALL TREES AND LARGE SHRUBS TO BE REMOVED PRIOR TO THE START OF TREE AND SHRUB REMOVAL. AFTER APPROVAL, MARK ALL TREES AND SHRUBS TO BE REMOVED WITH ORANGE PAINT IN A BAND COMPLETELY AROUND THE BASE OF THE TREE OR LARGE SHRUB 4.5 FEET ABOVE THE GROUND. C.FLAG ALL TREES AND LARGE SHRUBS TO REMAIN WITH WHITE PLASTIC RIBBON TIED COMPLETELY AROUND THE TRUNK OR EACH TREE AND ON A PROMINENT BRANCH FOR EACH SHRUB. OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF ALL TREES AND SHRUBS TO REMAIN PRIOR TO THE START OF TREE AND SHRUB REMOVAL. D.PRIOR TO ANY CONSTRUCTION ACTIVITY AT THE SITE INCLUDING UTILITY WORK, GRADING, STORAGE OF MATERIALS, OR INSTALLATION OF TEMPORARY CONSTRUCTION FACILITIES, INSTALL ALL TREE PROTECTION FENCING, FILTER FABRIC, SILT FENCE, TREE PROTECTION SIGNS, GEOGRID, MULCH AND OR WOOD CHIPS AS SHOWN ON THE DRAWINGS. 3.5 SOIL MOISTURE A.VOLUMETRIC SOIL MOISTURE LEVEL, IN ALL SOILS WITHIN THE TREE AND PLANT PROTECTION AREA SHALL BE MAINTAINED ABOVE PERMANENT WILT POINT TO A DEPTH OF AT LEAST 8 INCHES. NO SOIL WORK OR OTHER ACTIVITY SHALL BE PERMITTED WITHIN THE TREE AND PLANT PROTECTION AREA WHEN THE VOLUMETRIC SOIL MOISTURE IS ABOVE FIELD CAPACITY. THE PERMANENT WILT POINT AND FIELD CAPACITY FOR EACH TYPE OF SOIL TEXTURE SHALL BE DEFINED AS FOLLOWS (NUMBERS INDICATE PERCENTAGE VOLUMETRIC SOIL MOISTURE): SOIL TYPE PERMANENT WILT POINT V/V FIELD CAPACITY V/V SAND, LOAMY SAND, SANDY LOAM 5 - 8%12 - 18% LOAM, SANDY CLAY, SANDY CLAY LOAM 14 - 25%27 - 36% CLAY LOAM, SILT LOAM 11 - 22%31 - 36% SILTY CLAY, SILTY CLAY LOAM 22 - 27%38 - 41% B.VOLUMETRIC SOIL MOISTURE SHALL BE MEASURED WITH A DIGITAL, ELECTRIC CONDUCTIVITY METER. THE METER SHALL BE THE DIGITAL SOIL MOISTURE METER, DSMM500 BY GENERAL SPECIALTY TOOLS AND INSTRUMENTS, OR APPROVED EQUIVALENT METER. C.THE CONTRACTOR SHALL CONFIRM THE SOIL MOISTURE LEVELS WITH A MOISTURE METER. IF THE MOISTURE IS TOO HIGH, SUSPEND OPERATIONS UNTIL THE SOIL MOISTURE DRAINS TO BELOW FIELD CAPACITY. 3.6 ROOT PRUNING: A. FINAL RECOMMENDATIONS ON ANY ROOT PRUNING REQUIREMENTS AND PROCEDURES ARE TO BE DETERMINED BY THE PROJECT ARBORIST AND PROVIDED IN WRITING TO THE OWNER'S REPRESENTATIVE PRIOR TO ANY ROOT PRUNING. B. PRIOR TO ANY EXCAVATING INTO THE EXISTING SOIL GRADE WITHIN 25 FEET OF THE LIMIT OF THE TREE AND PLANT PROTECTION AREA OR TREES TO REMAIN, ROOT PRUNE ALL EXISTING TREES TO A DEPTH OF 24 INCHES BELOW EXISTING GRADE IN ALIGNMENTS FOLLOWING THE EDGES OF THE TREE AND PLANT PROTECTION AREA OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ROOT PRUNING SHALL BE IN CONFORMANCE WITH ANSI A300 (PART 8) LATEST EDITION. 1.USING A ROCK SAW, CHAIN TRENCHER OR SIMILAR TRENCHING DEVICE, MAKE A VERTICAL CUT WITHIN 2 FEET OF THE LIMIT OF GRADING. 2.AFTER COMPLETION OF THE CUT, MAKE CLEAN CUTS WITH A LOPPER, SAW OR PRUNER TO REMOVE ALL TORN ROOT ENDS ON THE TREE SIDE OF THE EXCAVATION, AND BACKFILL THE TRENCH IMMEDIATELY WITH EXISTING SOIL, FILLING ALL VOIDS. 3.7 INSTALLATION OF GEOGRIDS, FILTER FABRIC, MATTING, AND OR AGGREGATE A.INSTALL GEOGRIDS, FILTER FABRIC, MATTING, AND/OR AGGREGATE IN AREAS AND DEPTHS SHOWN ON THE PLANS AND DETAILS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. IN GENERAL IT IS THE INTENT OF THIS SPECIFICATION TO PROVIDE THE FOLLOWING LEVELS OF PROTECTION: 1.AREAS WHERE FOOT TRAFFIC OR STORAGE OF LIGHTWEIGHT MATERIALS IS ANTICIPATED TO BE UNAVOIDABLE PROVIDE A LAYER OF FILTER FABRIC UNDER THE 6 INCHES OF MULCH. 2.AREAS WHERE OCCASIONAL LIGHT VEHICLE TRAFFIC IS ANTICIPATED TO BE UNAVOIDABLE PROVIDE A LAYER OF GEOGRIDS UNDER 8 INCHES OF MULCH. 3.AREAS WHERE HEAVY VEHICLE TRAFFIC IS UNAVOIDABLE PROVIDE A LAYER OF GEOGRIDS UNDER 8 - 12 INCHES OF MULCH AND A LAYER OF MATTING OVER THE MULCH. B.THE OWNER'S REPRESENTATIVE SHALL APPROVE THE APPROPRIATE LEVEL OF PROTECTION. C.IN THE ABOVE REQUIREMENTS, LIGHT VEHICLE IS DEFINED AS A TRACK SKID STEER WITH A GROUND PRESSURE OF 4 PSI OR LIGHTER. A HEAVY VEHICLE IS ANY VEHICLE WITH A TIRE OR TRACK PRESSURE OF GREATER THAN 4 PSI. LIGHTWEIGHT MATERIALS ARE ANY PACKAGED MATERIALS THAT CAN BE PHYSICALLY MOVED BY HAND INTO THE LOCATION. BULK MATERIALS SUCH AS SOIL, OR AGGREGATE SHALL NEVER BE STORED WITHIN THE TREE AND PLANT PROTECTION AREA. 3.8 PROTECTION: A.PROTECT THE TREE AND PLANT PROTECTION AREA AT ALL TIMES FROM COMPACTION OF THE SOIL; DAMAGE OF ANY KIND TO TRUNKS, BARK, BRANCHES, LEAVES AND ROOTS OF ALL PLANTS; AND CONTAMINATION OF THE SOIL, BARK OR LEAVES WITH CONSTRUCTION MATERIALS, DEBRIS, SILT, FUELS, OILS, AND ANY CHEMICALS SUBSTANCE. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY SPILLS, COMPACTION OR DAMAGE AND TAKE CORRECTIVE ACTION IMMEDIATELY USING METHODS APPROVED BY THE OWNER'S REPRESENTATIVE. 3.9 GENERAL REQUIREMENTS AND LIMITATIONS FOR OPERATIONS WITHIN THE TREE AND PLANT PROTECTION AREA: A.THE CONTRACTOR SHALL NOT ENGAGE IN ANY CONSTRUCTION ACTIVITY WITHIN THE TREE AND PLANT PROTECTION AREA WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE INCLUDING: OPERATING, MOVING OR STORING EQUIPMENT; STORING SUPPLIES OR MATERIALS; LOCATING TEMPORARY FACILITIES INCLUDING TRAILERS OR PORTABLE TOILETS AND SHALL NOT PERMIT EMPLOYEES TO TRAVERSE THE AREA TO ACCESS ADJACENT AREAS OF THE PROJECT OR USE THE AREA ANY REASON. PERMITTED ACTIVITY, IF ANY, WITHIN THE TREE AND PLANT PROTECTION AREA MAY BE INDICATED ON THE DRAWINGS ALONG WITH ANY REQUIRED REMEDIAL ACTIVITY AS LISTED BELOW. B.IN THE EVENT THAT CONSTRUCTION/VEHICULAR ACTIVITY IS UNAVOIDABLE WITHIN THE TREE AND PLANT PROTECTION AREA, NOTIFY THE OWNER'S REPRESENTATIVE AND SUBMIT A DETAILED WRITTEN PLAN OF ACTION FOR APPROVAL. THE PLAN SHALL INCLUDE: A STATEMENT DETAILING THE REASON FOR THE ACTIVITY INCLUDING WHY OTHER AREAS ARE NOT SUITED; A DESCRIPTION OF THE PROPOSED ACTIVITY; THE TIME PERIOD FOR THE ACTIVITY, AND A LIST OF REMEDIAL ACTIONS THAT WILL REDUCE THE IMPACT ON THE TREE AND PLANT PROTECTION AREA FROM THE ACTIVITY. TREE PROTECTION FOR THE REMEDIAL ACTIONS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING: 1.IN GENERAL, DEMOLITION AND EXCAVATION WITHIN THE DRIP LINE OF TREES AND SHRUBS SHALL PROCEED WITH EXTREME CARE EITHER BY THE USE OF HAND TOOLS, DIRECTIONAL BORING AND OR AIR KNIFE EXCAVATION WHERE INDICATED OR WITH OTHER LOW IMPACT EQUIPMENT THAT WILL NOT CAUSE DAMAGE TO THE TREE, ROOTS OR SOIL. 2.WHEN ENCOUNTERED, EXPOSED ROOTS, 1 INCHES AND LARGER IN DIAMETER SHALL BE WORKED AROUND IN A MANNER THAT DOES NOT BREAK THE OUTER LAYER OF THE ROOT SURFACE (BARK). THESE ROOTS SHALL BE COVERED IN MULCH AND SHALL BE MAINTAINED ABOVE PERMANENT WILT POINT AT ALL TIMES. ROOTS ONE INCH AND LARGER IN DIAMETER SHALL NOT BE CUT WITHOUT THE APPROVAL OF THE OWNERS REPRESENTATIVE AND PROJECT ARBORIST. EXCAVATION SHALL BE TUNNELED UNDER THESE ROOTS WITHOUT CUTTING THEM. IN THE AREAS WHERE ROOTS ARE ENCOUNTERED, WORK SHALL BE PERFORMED AND SCHEDULED TO CLOSE EXCAVATIONS AS QUICKLY AS POSSIBLE OVER EXPOSED ROOTS. 3.TREE BRANCHES THAT INTERFERE WITH THE CONSTRUCTION MAY BE TIED BACK OR PRUNED TO CLEAR ONLY TO THE POINT NECESSARY TO COMPLETE THE WORK. OTHER BRANCHES SHALL ONLY BE REMOVED WHEN SPECIFICALLY INDICATED BY THE OWNER'S REPRESENTATIVE. TYING BACK OR TRIMMING OF ALL BRANCHES AND THE CUTTING OF ROOTS SHALL BE IN ACCORDANCE WITH ACCEPTED ARBORICULTURAL PRACTICES (ANSI A300, PARTS 1 AND 8) AND BE PERFORMED UNDER SUPERVISION OF THE I.S.A. CERTIFIED ARBORIST. 4.MATTING: INSTALL TEMPORARY MATTING OR AN ADDITIONAL 12 INCH MULCH LAYER OVER THE MULCH SPECIFIED HEREFORD WITHIN THESE SPECIFICATIONS TO THE EXTENT INDICATED. DO NOT PERMIT FOOT TRAFFIC, SCAFFOLDING, VEHICULAR TRAFFIC, OR THE STORAGE OF MATERIALS WITHIN THE TREE AND PLANT PROTECTION AREA TO OCCUR OFF OF THE TEMPORARY MATTING. 5.TRUNK PROTECTION: PROTECT THE TRUNK OF EACH TREE TO REMAIN BY COVERING IT WITH A CLOSED CELL FOAM PAD AND A RING OF 2" x 4" x 4'-0" PLANKS LOOSELY BANDED ONTO THE TREE WITH 3 STEEL BANDS. STAPLE THE BANDS TO THE PLANKS AS NECESSARY TO HOLD THEM SECURELY IN PLACE. TRUNK PROTECTION MUST BY KEPT IN PLACE NO LONGER THAN 12 MONTHS. IF CONSTRUCTION REQUIRES WORK NEAR A PARTICULAR TREE TO CONTINUE LONGER THAN 12 MONTHS, THE STEEL BANDS SHALL BE INSPECTED EVERY SIX MONTHS AND LOOSENED IF THEY ARE FOUND TO HAVE BECOME TIGHT. 6.AIR EXCAVATION TOOL: IF EXCAVATION FOR FOOTINGS OR UTILITIES IS REQUIRED WITHIN THE TREE AND PLANT PROTECTION AREA, AIR EXCAVATION TOOL TECHNIQUES SHALL BE USED WHERE PRACTICAL OR AS DESIGNED ON THE DRAWINGS. a.REMOVE THE MULCH FROM AN AREA APPROXIMATELY 18 INCHES BEYOND THE LIMITS OF THE HOLE OR TRENCH TO BE EXCAVATED. COVER THE MULCH FOR A DISTANCE OF NOT LESS THAN 15 FEET AROUND THE LIMIT OF THE EXCAVATION AREA WITH FILTER FABRIC OR PLASTIC SHEETING TO PROTECT THE MULCH FROM SILT. MOUND THE MULCH SO THAT THE PLASTIC SLOPES TOWARDS THE EXCAVATION. b.USING A SPRINKLER OR SOAKER HOSE, APPLY WATER SLOWLY TO THE AREA OF THE EXCAVATION FOR A PERIOD OF AT LEAST 4 HOURS, APPROXIMATELY 12 HOURS PRIOR TO THE WORK SO THAT THE GROUND WATER LEVEL IS AT OR NEAR FIELD CAPACITY AT THE BEGINNING OF THE WORK. FOR EXCAVATIONS THAT GO BEYOND THE DAMP SOIL, REWET THE SOIL AS NECESSARY TO KEEP SOIL MOISTURE NEAR FIELD CAPACITY. c.USING AN AIR EXCAVATION TOOL SPECIFICALLY DESIGNED AND MANUFACTURED FOR THE INTENDED PURPOSE, AND AT PRESSURES RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT, FRACTURE THE EXISTING SOIL TO THE SHAPE AND THE DEPTHS REQUIRED. WORK AT RATES AND USING TECHNIQUES THAT DO NOT HARM TREE ROOTS. AIR PRESSURE SHALL BE A MAXIMUM OF 90-100 PSI. 1.)THE AIR EXCAVATION TOOL SHALL BE “AIR-SPADE” AS MANUFACTURED BY CONCEPT ENGINEERING GROUP, INC., VERONA, PA (412) 826-8800, OR AIR KNIFE AS MANUFACTURED BY EASY USE AIR TOOLS, INC. ALLISON PARK, PA (866) 328-5723 OR APPROVED EQUAL. d.USING A COMMERCIAL, HIGH-POWERED VACUUM TRUCK IF REQUIRED, REMOVE THE SOIL FROM THE EXCAVATION PRODUCED BY THE AIR KNIFE EXCAVATION. THE VACUUM TRUCK SHOULD GENERALLY OPERATE SIMULTANEOUSLY WITH THE HOSE OPERATOR, SUCH THAT THE SOIL PRODUCED IS PICKED UP FROM THE EXCAVATION HOLE, AND THE EXPOSED ROOTS CAN BE OBSERVED AND NOT DAMAGED BY THE ONGOING OPERATION. DO NOT DRIVE THE VACUUM TRUCK INTO THE TREE AND PLANT PROTECTION AREA UNLESS THE AREA IS PROTECTED FROM COMPACTION AS APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE. e.REMOVE ALL EXCAVATED SOIL AND EXCAVATED MULCH, AND CONTAMINATED SOIL AT THE END OF THE EXCAVATION. f.SCHEDULE THE WORK SO THAT FOUNDATIONS OR UTILITY WORK IS COMPLETED IMMEDIATELY AFTER THE EXCAVATION. DO NOT LET THE ROOTS DRY OUT. MIST THE ROOTS SEVERAL TIMES DURING THE DAY. IF THE EXCAVATED AREA MUST REMAIN OPEN OVER NIGHT, MIST THE ROOTS AND COVER THE EXCAVATION WITH BLACK PLASTIC. g.DISPOSE OF ALL SOIL IN A MANNER THAT MEETS LOCAL LAWS AND REGULATIONS. h.RESTORE SOIL WITHIN THE TRENCH AS SOON AS THE WORK IS COMPLETED. UTILIZE SOIL OF SIMILAR TEXTURE TO THE REMOVED SOIL AND LIGHTLY COMPACT WITH HAND TOOLS. LEAVE SOIL MOUNDED OVER THE TRENCH TO A HEIGHT OF APPROXIMATELY 10% OF THE TRENCH DEPTH TO ACCOUNT FOR SETTLEMENT. i.RESTORE ANY GEOGRIDS, FILTER FABRIC, OR MULCH AND OR MATTING THAT WAS PREVIOUSLY REQUIRED FOR THE AREA. 3.10 TREE REMOVAL: A.REMOVE ALL TREES INDICATED BY THE DRAWINGS AND SPECIFICATIONS, AS REQUIRING REMOVAL, IN A MANNER THAT WILL NOT DAMAGE ADJACENT TREES OR STRUCTURES OR COMPACTS THE SOIL. B.REMOVE TREES THAT ARE ADJACENT TO TREES OR STRUCTURES TO REMAIN, IN SECTIONS, TO LIMIT THE OPPORTUNITY OF DAMAGE TO ADJACENT CROWNS, TRUNKS, GROUND PLANE ELEMENTS AND STRUCTURES. C.DO NOT DROP TREES WITH A SINGLE CUT UNLESS THE TREE WILL FALL IN AN AREA NOT INCLUDED IN THE TREE AND PLANT PROTECTION AREA. NO TREE TO BE REMOVED WITHIN 50 FEET OF THE TREE AND PLANT PROTECTION AREA SHALL BE PUSHED OVER OR UP-ROOTED USING A PIECE OF GRADING EQUIPMENT. D.PROTECT ADJACENT PAVING, SOIL, TREES, SHRUBS, GROUND COVER PLANTINGS AND UNDERSTORY PLANTS TO REMAIN FROM DAMAGE DURING ALL TREE REMOVAL OPERATIONS, AND FROM CONSTRUCTION OPERATIONS. PROTECTION SHALL INCLUDE THE ROOT SYSTEM, TRUNK, LIMBS, AND CROWN FROM BREAKAGE OR SCARRING, AND THE SOIL FROM COMPACTION. E.REMOVE STUMPS AND IMMEDIATE ROOT PLATE FROM EXISTING TREES TO BE REMOVED. GRIND TRUNK BASES AND LARGE BUTTRESS ROOTS TO A DEPTH OF THE LARGEST BUTTRESS ROOT OR AT LEAST 18 INCHES BELOW THE TOP MOST ROOTS WHICH EVER IS LESS AND OVER THE AREA OF THREE TIMES THE DIAMETER OF THE TRUNK (DBH). 1.FOR TREES WHERE THE STUMP WILL FALL UNDER NEW PAVED AREAS, GRIND ROOTS TO A TOTAL DEPTH OF 18 INCHES BELOW THE EXISTING GRADE. IF THE SIDES OF THE STUMP HOLE STILL HAVE GREATER THAN APPROXIMATELY 20% WOOD VISIBLE, CONTINUE GRINDING OPERATION DEEPER AND OR WIDER UNTIL THE RESULTING HOLE HAS LESS THAN 20% WOOD. REMOVE ALL WOOD CHIPS PRODUCED BY THE GRINDING OPERATION AND BACK FILL IN 8 INCH LAYERS WITH CONTROLLED FILL OF A QUALITY ACCEPTABLE TO THE SITE ENGINEER FOR FILL MATERIAL UNDER STRUCTURES, COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY STANDARD PROCTOR. THE OWNER'S REPRESENTATIVE SHALL APPROVE EACH HOLE AT THE END OF THE GRINDING OPERATION. 2.IN AREAS WHERE THE TREE LOCATION IS TO BE A PLANTING BED OR LAWN, REMOVE ALL WOODCHIPS AND BACKFILL STUMP HOLES WITH PLANTING SOIL AS DEFINED IN THE SOIL MANAGEMENT SPECIFICATIONS, IN MAXIMUM OF 12 INCH LAYERS AND COMPACT TO 80 - 85% OF THE MAXIMUM DRY DENSITY STANDARD PROCTOR. 3.11 PRUNING: A.WITHIN SIX MONTHS OF THE ESTIMATED DATE OF SUBSTANTIAL COMPLETION, PRUNE ALL DEAD OR HAZARDOUS BRANCHES LARGER THAN 2 INCH IN DIAMETER FROM ALL TREES TO REMAIN. B.IMPLEMENT ALL PRUNING RECOMMENDATIONS FOUND IN THE ARBORIST REPORT. C.PRUNE ANY LOW, HANGING BRANCHES AND VINES FROM EXISTING TREES AND SHRUBS THAT OVERHANG WALKS, STREETS AND DRIVES, OR PARKING AREAS AS FOLLOWS: 1.WALKS - WITHIN 8 FEET VERTICALLY OF THE PROPOSED WALK ELEVATION. 2.PARKING AREAS - WITHIN 12 FEET VERTICALLY OF THE PROPOSED PARKING SURFACE ELEVATION. 3.STREETS AND DRIVES - WITHIN 14 FEET VERTICALLY OF THE PROPOSED DRIVING SURFACE ELEVATION. D.ALL PRUNING SHALL BE DONE IN ACCORDANCE WITH ANSI A300 (PART 1 - PRUNING), ISA BMP: TREE PRUNING AND THE "STRUCTURAL PRUNING: A GUIDE FOR THE GREEN INDUSTRY." E.PERFORM OTHER PRUNING TASK AS INDICATED ON THE DRAWINGS OR REQUESTED BY THE OWNER'S REPRESENTATIVE. F.WHERE TREE SPECIFIC DISEASE VECTORS REQUIRE, STERILIZE ALL PRUNING TOOLS BETWEEN THE WORK IN INDIVIDUAL TREES. 3.12 WATERING A.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO ENSURE THAT ADEQUATE WATER IS PROVIDED TO ALL PLANTS AND TREES TO BE PRESERVED DURING THE ENTIRE CONSTRUCTION PERIOD. ADEQUATE WATER IS DEFINED TO BE MAINTAINING SOIL MOISTURE ABOVE THE PERMANENT WILT POINT TO A DEPTH OF 8 INCHES OR GREATER. B.THE CONTRACTOR SHALL ADJUST THE AUTOMATIC IRRIGATION SYSTEM, IF AVAILABLE, AND APPLY ADDITIONAL WATER, USING HOSES OR WATER TANKS AS REQUIRED. C.PERIODICALLY TEST THE MOISTURE CONTENT IN THE SOIL WITHIN THE ROOT ZONE TO DETERMINE THE WATER CONTENT. 3.13 WEED REMOVAL A.DURING THE CONSTRUCTION PERIOD, CONTROL ANY PLANTS THAT SEED IN AND AROUND THE FENCED TREE AND PLANT PROTECTION AREA AT LEAST THREE TIMES A YEAR. 1.ALL PLANTS THAT ARE NOT SHOWN ON THE PLANTING PLAN OR ON THE TREE AND PLANT PROTECTION PLAN TO REMAIN SHALL BE CONSIDERED AS WEEDS. B.AT THE END OF THE CONSTRUCTION PERIOD PROVIDE ONE FINAL WEEDING OF THE TREE AND PLANT PROTECTION AREA. 3.14 INSECT AND DISEASE CONTROLLER A.MONITOR ALL PLANTS TO REMAIN FOR DISEASE AND INSECT INFESTATIONS DURING THE ENTIRE CONSTRUCTION PERIOD. PROVIDE ALL DISEASE AND INSECT CONTROL REQUIRED TO KEEP THE PLANTS IN A HEALTHY STATE USING THE PRINCIPLES OF INTEGRATED PEST MANAGEMENT (IPM). ALL PESTICIDES SHALL BE APPLIED BY A CERTIFIED PESTICIDE APPLICATOR. 3.15 CLEAN-UP A.DURING TREE AND PLANT PROTECTION WORK, KEEP THE SITE FREE OF TRASH, PAVEMENTS REASONABLY CLEAN AND WORK AREA IN AN ORDERLY CONDITION AT THE END OF EACH DAY. REMOVE TRASH AND DEBRIS IN CONTAINERS FROM THE SITE NO LESS THAN ONCE A WEEK. 1.IMMEDIATELY CLEAN UP ANY SPILLED OR TRACKED SOIL, FUEL, OIL, TRASH OR DEBRIS DEPOSITED BY THE CONTRACTOR FROM ALL SURFACES WITHIN THE PROJECT OR ON PUBLIC RIGHT OF WAYS AND NEIGHBORING PROPERTY. B.ONCE TREE PROTECTION WORK IS COMPLETE, WASH ALL SOIL FROM PAVEMENTS AND OTHER STRUCTURES. ENSURE THAT MULCH IS CONFINED TO PLANTING BEDS. C.MAKE ALL REPAIRS TO GRADES, RUTS, AND DAMAGE TO THE WORK OR OTHER WORK AT THE SITE. D.REMOVE AND DISPOSE OF ALL EXCESS MULCH, WOOD CHIPS, PACKAGING, AND OTHER MATERIAL BROUGHT TO THE SITE BY THE CONTRACTOR. 3.16 REMOVAL OF TREE AND PLANT PROTECTION A.AT THE END OF THE CONSTRUCTION PERIOD OR WHEN REQUESTED BY THE OWNER'S REPRESENTATIVE REMOVE ALL FENCING, GEOGRIDS AND FILTER FABRIC, TRUNK PROTECTION AND OR ANY OTHER TREE AND PLANT PROTECTION MATERIAL. 3.17 DAMAGE OR LOSS TO EXISTING PLANTS TO REMAIN A.ANY TREES OR PLANTS DESIGNATED TO REMAIN AND WHICH ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT THEIR OWN EXPENSE. TREES SHALL BE REPLACED WITH A TREE OF SIMILAR SPECIES AND 3 INCH CALIPER. SHRUBS SHALL BE REPLACED WITH A PLANT OF SIMILAR SPECIES AND EQUAL SIZE OR THE LARGEST SIZE PLANTS REASONABLY AVAILABLE WHICH EVER IS LESS. WHERE REPLACEMENT PLANTS ARE TO BE LESS THAN THE SIZE OF THE PLANT THAT IS DAMAGED, THE OWNER'S REPRESENTATIVE SHALL APPROVE THE SIZE AND QUALITY OF THE REPLACEMENT PLANT. 1.ALL TREES AND PLANTS SHALL BE INSTALLED PER THE REQUIREMENTS OF PLANTING SPECIFICATIONS. B.PLANTS THAT ARE DAMAGED SHALL BE CONSIDERED AS REQUIRING REPLACEMENT OR APPRAISAL IN THE EVENT THAT THE DAMAGE AFFECTS MORE THAN 25% OF THE CROWN, 25% OF THE TRUNK CIRCUMFERENCE, OR ROOT PROTECTION AREA, OR THE TREE IS DAMAGED IN SUCH A MANNER THAT THE TREE COULD DEVELOP INTO A POTENTIAL HAZARD. TREES AND SHRUBS TO BE REPLACED SHALL BE REMOVED BY THE CONTRACTOR AT HIS OWN EXPENSE. 1.THE OWNER'S REPRESENTATIVE MAY ENGAGE AN INDEPENDENT CONSULTING ARBORIST TO ASSESS ANY TREE OR PLANT THAT APPEARS TO HAVE BEEN DAMAGED TO DETERMINE THEIR HEALTH OR CONDITION. 2.CONTRACTOR SHALL PAY ALL FINES AND MITIGATION COSTS ASSOCIATED WITH LOSS OF PROTECTED TREES DAMAGED BY CONTRACTOR'S FORCES. C.ANY TREE THAT IS DETERMINED TO BE DEAD, DAMAGED OR POTENTIALLY HAZARDOUS BY THE OWNER'S ARBORIST AND UPON THE REQUEST OF THE OWNER'S REPRESENTATIVE SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. TREE REMOVAL SHALL INCLUDE ALL CLEAN UP OF ALL WOOD PARTS AND GRINDING OF THE STUMP TO A DEPTH SUFFICIENT TO PLANT THE REPLACEMENT TREE OR PLANT, REMOVAL OF ALL CHIPS FROM THE STUMP SITE AND FILLING THE RESULTING HOLE WITH TOPSOIL. D.ANY REMEDIAL WORK ON DAMAGED EXISTING PLANTS RECOMMENDED BY THE CONSULTING ARBORIST SHALL BE COMPLETED BY THE CONTRACTOR AT NO COST TO THE OWNER. REMEDIAL WORK SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL COMPACTION REMEDIATION AND VERTICAL MULCHING, PRUNING AND OR CABLING, INSECT AND DISEASE CONTROL INCLUDING INJECTIONS, COMPENSATORY WATERING, ADDITIONAL MULCHING, AND COULD INCLUDE APPLICATION TREE GROWTH REGULATORS (TGR). E.REMEDIAL WORK MAY EXTEND UP TO TWO YEARS FOLLOWING THE COMPLETION OF CONSTRUCTION TO ALLOW FOR ANY REQUIREMENTS OF MULTIPLE APPLICATIONS OR THE NEED TO UNDERTAKE APPLICATIONS AT REQUIRED SEASONS OF THE YEAR. END OF SECTION 015639 54 W W WW S LIFTSTATION3543.710SIGN /NO PARKING5545.390LIGHT POLE5134542.880BOLLARD5135543.320FIRE HYDRANT5136543.170BOLLARDI 5137542.820IRR. CONTROL VALVEI 5138543.750IRR. CONTROL VALVE5140545.020LIGHT POLEW 5148545.400WATER METERW 5149545.380WATER METERW 5150545.130WATER METERW 5151545.190WATER METER5152545.070WATER VALVEI 5153545.100IRR. CONTROL VALVEI 5154545.210IRR. CONTROL VALVE5162544.280ELECTRIC BOX B5163544.390ELECTRIC BOX END5168544.960LIFT STATION B5169544.930LIFT STATION5170544.910LIFT STATION5171544.930LIFT STATION CLOSES 5173544.970SAN. SEWER MANHOLE6285539.530TOP OF NUT6286540.380TOP OF NUT6287543.250TOP OF NUT8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSPC 6 LEU 60 8 QS 52 ILB1 PC SOD SOD SOD SOD MULCH MULCH MULCH MULCH MULCH MULCH STEEL EDGE STEEL EDGE STEEL EDGE STEEL EDGE STEEL EDGE STEEL EDGE30' GAS EASEMENT 15' SEWER EASEMENT 30' GAS EASEMENT 15' SEWER EASEMENT UC 6UC 4 LEU 30 PC 8//// / / // / / // / / // // // ////// / / // / / // / ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///PC 6 8 QS 1 PC SOD SOD SOD SOD MULCH MULCH MULCH MULCH MULCH MULCH STEEL EDGE STEEL EDGE STEEL EDGE STEEL EDGE STEEL EDGE STEEL EDGE30' GAS EASEMENT 15' SEWER EASEMENT 30' GAS EASEMENT 15' SEWER EASEMENT UC 6UC 4 PC 8 N0°41'15"W 387.95'N89°28'02"E233.26'S0°58'11"E 390.12'TF LFL FLP-1PEDESTRIAN PAVERP-2PEDESTRIAN PAVERSF-2TABLESF-1BENCHSF-1BENCHP-1PEDESTRIAN PAVERSF-2TABLESF-2TABLESF-2TABLEFENCE REF: CIVILDLH 3.02SHADECANOPY8"WLIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKPC6LEU608QS52ILB5QV52ILBPC21PCSODSODSODSODSODSODSODSODSODRRMULCHMULCHMULCHMULCHMULCHMULCHMULCHMULCHSTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGEMULCHSTEEL EDGESTEEL EDGESTEEL EDGE30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENTUC6UC4LEU30PC6STEEL EDGESODSTEEL EDGEMULCHSTEEL EDGEMULCHMULCHMULCHSTEEL EDGEMULCHEXISTING TO REMAINPC8//////////////////// //IS219RHA109INY427LCS//////PC6LEU608QS52ILB5QV52ILB1PCSODSODSODSODSODSODSODMULCHMULCHMULCHMULCHMULCHMULCHMULCHMULCHSTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGEMULCHSTEEL EDGESTEEL EDGESTEEL EDGE30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENTUC6UC4LEU30PC6ABE2815ILBLEU27PC8SYMBOL CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS TREES IS2 19 Ilex x attenuata 'Savannah' / Savannah Holly 3" cal, 8`-10` ht, 5`-7` spr 30 Gallon PC 21 Pistacia chinensis / Chinese Pistache 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader QS 8 Quercus shumardii / Shumard Red Oak 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader QV 5 Quercus virginiana / Southern Live Oak 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader UC 10 Ulmus crassifolia / Cedar Elm 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader SHRUBS ABE 28 Abelia x grandiflora / Glossy Abelia 36" ht, 24" spr, 48" oc Full ILB 120 Ilex cornuta `Burfordii` / Burford Holly 36" ht, 24" spr, 48" oc Full INY 42 Ilex vomitoria `Nana` / Dwarf Yaupon Holly 12" ht, 12" spr, 18" oc Full LEU 110 Leucophyllum frutescens / Texas Sage 36" ht, 24" spr, 48" oc Full LCS 7 Leucophyllum frutescens `Compacta` / Compact Texas Sage 24" ht, 24" spr, 36" oc Full RHA 109 Rhaphiolepis indica / Indian Hawthorn 24" ht, 18" spr, 30" oc Full PLANT SCHEDULE MISC. CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS STEEL TBD Steel Edging 3 / 16" x 6", Black EDGING SOD TBD Cynodon dactylon / Common Bermuda Grass Sod to have tight, sand filled joints and be free of weeds RR TBD River Rock MULCH TBD Shredded Hardwood Mulch 3" depth. All trees in sod to receive 4' dia. mulch ring//SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date LANDSCAPE PLANLP 1.01REFERENCE SHEET LP 1.02NORTH NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. NOTE: TREES PLACED ELSEWHERE OR CLUSTERED ON SITE DUE TO SITE CONSTRAINTS AND UTILITY CONFLICTS. VARIANCE REQUEST: DUE TO THE 30' GAS EASEMENT ALONG CREEVIEW DRIVE, THE PERIMETER LANDSCAPE TREES ARE NOT REQUIRED.NORTH55 G P.O.B.5185541.390SIGN /WARNING GASP WILLIAMS 85542728755186541.640SIGN /WARNING GASP WILLIAMS 85542728755187541.570SIGN /WARNING GASP WILLIAMS 85542728755189541.450SIGN /WARNING GASP WILLIAMS 85542728755191541.360SIGN /ACCESS MIDSTREAMG 5192541.390GAS VALVE /SHUT OFF SWITCH5195540.950LIGHT POLE5196538.440LIGHT POLE5225539.890SIGN /ADDRESS 671 S CREEKVIEW DRIVE5226539.800SIGN /ADDRESS 671 S CREEKVIEW DRIVE5227540.380ELECT TRANSFORMER B5228540.260ELECT TRANSFORMER5229539.300ELECT TRANSFORMER5230539.430ELECT TRANSFORMER CLOSES 6337541.080SAN. SEWER MANHOLE6349540.120LIGHT POLE6374543.710LIGHT POLEI 6749541.720IRR. CONTROL VALVE6886539.700WATER VALVE6887536.520TOP OF NUT6897540.600FIRE HYDRANTI 7625539.480IRR. CONTROL VALVEI 7626539.540IRR. CONTROL VALVEUGEWWWFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL 8"W8"W8"W 8"W8"W8"W8"W 8"W 8"W 12"PVC12"PVC12"PVC1 2 " P V C 8"SS8"SS8"SS8"SS8"SS8"SS6"W 4163 4164416741684169417541764177417842234224422542264227422842294163 4164416741684169417541764177417842234224422542264227422842295 QV 52 ILB SOD SOD SOD MULCH MULCH STEEL EDGE STEEL EDGE STEEL EDGE MULCH STEEL EDGE 30' GAS EASEMENT 15' SEWER EASEMENT PC 6 ////////////////////////////////////////////////////////////////////////////////// // // / / / / / / // // // // / / / / / / // // // // // / / / / // // // // / / // / / //// // // // / ///////////5 QV 52 ILB SOD SOD SOD MULCH MULCH STEEL EDGE STEEL EDGE STEEL EDGE MULCH STEEL EDGE 30' GAS EASEMENT 15' SEWER EASEMENT PC 6 S 4 3 ° 4 2 ' 4 3 " W 1 1 5 . 5 8 'N89°59'31"E323.10'LIFT STATION5134542.880BOLLARD 5136543.170BOLLARD 5418539.720BOLLARD GATE B 5419539.350BOLLARD GATE END 5621539.170RAMP END EOC1 END EOC END 5624538.580RAMP B5625539.240RAMP END BC 7513537.380BOLLARD 7514537.360BOLLARD 7515537.310BOLLARD 7516537.330BOLLARD TF LFL FLP-1PEDESTRIAN PAVERP-2PEDESTRIAN PAVERSF-2TABLESF-1BENCHSF-1BENCHP-1PEDESTRIAN PAVERSF-2TABLESF-2TABLESF-2TABLEFENCE REF: CIVILDLH 3.02SHADECANOPY8"WLIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKPC6LEU608QS52ILB5QV52ILBPC21PCSODSODSODSODSODSODSODSODSODRRMULCHMULCHMULCHMULCHMULCHMULCHMULCHMULCHSTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGEMULCHSTEEL EDGESTEEL EDGESTEEL EDGE30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENTUC6UC4LEU30PC6STEEL EDGESODSTEEL EDGEMULCHSTEEL EDGEMULCHMULCHMULCHSTEEL EDGEMULCHEXISTING TO REMAINPC8//////////////////// //IS219RHA109INY427LCS//////PC6LEU608QS52ILB5QV52ILB1PCSODSODSODSODSODSODSODMULCHMULCHMULCHMULCHMULCHMULCHMULCHMULCHSTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGEMULCHSTEEL EDGESTEEL EDGESTEEL EDGE30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENTUC6UC4LEU30PC6ABE2815ILBLEU27PC8SYMBOL CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS TREES IS2 19 Ilex x attenuata 'Savannah' / Savannah Holly 3" cal, 8`-10` ht, 5`-7` spr 30 Gallon PC 21 Pistacia chinensis / Chinese Pistache 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader QS 8 Quercus shumardii / Shumard Red Oak 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader QV 5 Quercus virginiana / Southern Live Oak 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader UC 10 Ulmus crassifolia / Cedar Elm 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader SHRUBS ABE 28 Abelia x grandiflora / Glossy Abelia 36" ht, 24" spr, 48" oc Full ILB 120 Ilex cornuta `Burfordii` / Burford Holly 36" ht, 24" spr, 48" oc Full INY 42 Ilex vomitoria `Nana` / Dwarf Yaupon Holly 12" ht, 12" spr, 18" oc Full LEU 110 Leucophyllum frutescens / Texas Sage 36" ht, 24" spr, 48" oc Full LCS 7 Leucophyllum frutescens `Compacta` / Compact Texas Sage 24" ht, 24" spr, 36" oc Full RHA 109 Rhaphiolepis indica / Indian Hawthorn 24" ht, 18" spr, 30" oc Full PLANT SCHEDULE MISC. CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS STEEL TBD Steel Edging 3 / 16" x 6", Black EDGING SOD TBD Cynodon dactylon / Common Bermuda Grass Sod to have tight, sand filled joints and be free of weeds RR TBD River Rock MULCH TBD Shredded Hardwood Mulch 3" depth. All trees in sod to receive 4' dia. mulch ring //SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date LANDSCAPE PLANLP 1.02REFERENCE SHEET LP 1.01REFERENCE SHEET LP 1.03KEY MAP NORTH NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. NOTE: TREES PLACED ELSEWHERE OR CLUSTERED ON SITE DUE TO SITE CONSTRAINTS AND UTILITY CONFLICTS. VARIANCE REQUEST: DUE TO THE 30' GAS EASEMENT ALONG CREEVIEW DRIVE, THE PERIMETER LANDSCAPE TREES ARE NOT REQUIRED.NORTH56 5412539.750LIGHT POLEI 5413539.660IRR. CONTROL VALVEI 5414540.100IRR. CONTROL VALVE5415537.990LIGHT POLEI 5416539.230IRR. CONTROL VALVE5417539.460LIGHT POLE5418539.720BOLLARD GATE B5419539.350BOLLARD GATE ENDE 5430540.670ELECTRIC BOX /WIRING CASEI 5431540.300IRR. CONTROL VALVEW 5432540.110WATER METERW 5433539.990WATER METER5434540.060WATER VALVE5435537.650TOP OF NUTI 5436539.980IRR. CONTROL VALVEI 5437539.750IRR. CONTROL VALVEI 5438539.960IRR. CONTROL VALVEI 5439539.990IRR. CONTROL VALVEI 5440539.950IRR. CONTROL VALVEG 5441540.650GAS VALVEG 5446540.890GAS TEST STA5463540.650CLEANOUT5483539.360CLEANOUT5542538.820WATER VALVE5543538.860WATER VALVE5544535.800TOP OF NUT5545536.110TOP OF NUT5621539.170RAMP END EOC1 END EOC END5624538.580RAMP B5625539.240RAMP END BC5633539.000SIGN /HANDICAP5645539.100SIGN /HANDICAP5646538.390SIGN /HANDICAP5650538.730SIGN /HANDICAP5666531.970LIGHT POLE5682536.570LIGHT POLEI 5720532.970IRR. CONTROL VALVEI 5814534.240IRR. CONTROL VALVE BEI 5815534.190IRR. CONTROL VALVE BE5816533.940LIGHT POLE5821536.290LIGHT POLEI 6109538.350IRR. CONTROL VALVE7481536.490FIRE DEPT. CONN.7482536.600FIRE HYDRANT7483536.730LIGHT POLEI 7484536.900IRR. CONTROL VALVEE 7485537.180ELECTRIC BOX7513537.380BOLLARD7514537.360BOLLARD7515537.310BOLLARD7516537.330BOLLARD7524533.810TOP OF NUT7525536.340WATER VALVE7526534.190TOP OF NUT7527536.300WATER VALVEGAS GAS GAS GAS GAS GAS GASW WGAS G A S G A S G A S GAS GAS GAS GASGASGASGASGASFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FLFLFLFLFLFL FL FLFLFLFLFLFL FL FLFLFLFLFLFLFLFLFLFLP-1 PEDESTRIAN PAVER P-2 PEDESTRIAN PAVER SF-2 TABLE SF-1 BENCH SF-1 BENCH P-1 PEDESTRIAN PAVER SF-2 TABLE SF-2 TABLE SF-2 TABLE FENCE REF: CIVIL D LH 3.02SHADE CANOPY 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W2"W2"W8 "W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS6"SS6"SS6"SS6"SSLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIMIT OF WORK PC 2 SOD SOD RR STEEL EDGE STEEL EDGE SOD STEEL EDGE MULCH STEEL EDGE MULCH MULCH MULCH STEEL EDGE MULCH EXISTING TO REMAIN ////////////////////////////////////////////////////////////////////////////////////////////// ////// ////////////// ////// ////////// ////// //////// ////// ////////// ////// ////////////// ////// //////////// //////////// ////// ////// //// ////// //////// ////// ////////////////////// ////// ////////////////// //// // //// // //// // //// ////// //// // //// // ////// ////// // //// // //// // //// // //// // ////// ////// // //// // //// // //// //// // //// // //// // ////// ////// // //// // ////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////// ////////// //// ////// ////// //// ////////// ////// ////IS2 19 RHA 109 INY 42 7 LCS ABE 28 15 ILB LEU 27 //// ////////////N0°41'16"W 224.07' 2 8 'R28'R1 5'R30'R1 3 0 'R 9 0 'R 54'RTF LFL FLP-1PEDESTRIAN PAVERP-2PEDESTRIAN PAVERSF-2TABLESF-1BENCHSF-1BENCHP-1PEDESTRIAN PAVERSF-2TABLESF-2TABLESF-2TABLEFENCE REF: CIVILDLH 3.02SHADECANOPY8"WLIMIT OF WORK LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKPC6LEU608QS52ILB5QV52ILBPC21PCSODSODSODSODSODSODSODSODSODRRMULCHMULCHMULCHMULCHMULCHMULCHMULCHMULCHSTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGEMULCHSTEEL EDGESTEEL EDGESTEEL EDGE30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENTUC6UC4LEU30PC6STEEL EDGESODSTEEL EDGEMULCHSTEEL EDGEMULCHMULCHMULCHSTEEL EDGEMULCHEXISTING TO REMAINPC8//////////////////// //IS219RHA109INY427LCS//////PC6LEU608QS52ILB5QV52ILB1PCSODSODSODSODSODSODSODMULCHMULCHMULCHMULCHMULCHMULCHMULCHMULCHSTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGESTEEL EDGEMULCHSTEEL EDGESTEEL EDGESTEEL EDGE30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENT30' GAS EASEMENT15' SEWER EASEMENTUC6UC4LEU30PC6ABE2815ILBLEU27PC8SYMBOL CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS REMARKS TREES IS2 19 Ilex x attenuata 'Savannah' / Savannah Holly 3" cal, 8`-10` ht, 5`-7` spr 30 Gallon PC 21 Pistacia chinensis / Chinese Pistache 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader QS 8 Quercus shumardii / Shumard Red Oak 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader QV 5 Quercus virginiana / Southern Live Oak 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader UC 10 Ulmus crassifolia / Cedar Elm 4" cal, 12`-14` ht, 5`-7` spr Full, Straight, Single Leader SHRUBS ABE 28 Abelia x grandiflora / Glossy Abelia 36" ht, 24" spr, 48" oc Full ILB 120 Ilex cornuta `Burfordii` / Burford Holly 36" ht, 24" spr, 48" oc Full INY 42 Ilex vomitoria `Nana` / Dwarf Yaupon Holly 12" ht, 12" spr, 18" oc Full LEU 110 Leucophyllum frutescens / Texas Sage 36" ht, 24" spr, 48" oc Full LCS 7 Leucophyllum frutescens `Compacta` / Compact Texas Sage 24" ht, 24" spr, 36" oc Full RHA 109 Rhaphiolepis indica / Indian Hawthorn 24" ht, 18" spr, 30" oc Full PLANT SCHEDULE MISC. CODE QTY BOTANICAL / COMMON NAME SPECIFICATIONS STEEL TBD Steel Edging 3 / 16" x 6", Black EDGING SOD TBD Cynodon dactylon / Common Bermuda Grass Sod to have tight, sand filled joints and be free of weeds RR TBD River Rock MULCH TBD Shredded Hardwood Mulch 3" depth. All trees in sod to receive 4' dia. mulch ring//SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date LANDSCAPE PLANLP 1.03REFERENCE SHEET LP 1.02NORTH NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. NOTE: TREES PLACED ELSEWHERE OR CLUSTERED ON SITE DUE TO SITE CONSTRAINTS AND UTILITY CONFLICTS. VARIANCE REQUEST: DUE TO THE 30' GAS EASEMENT ALONG CREEVIEW DRIVE, THE PERIMETER LANDSCAPE TREES ARE NOT REQUIRED.NORTH57 6"2 X ROOTBALL WIDTH 4" MULCH LAYER. PLACE NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) 3" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. 6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. ORIGINAL GRADE SCARIFY BOTTOM AND LOOSEN SIDES OF PLANTING PIT NATIVE LOOSENED PLANTING SOIL BACKFILL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. IN THE TOP 1/3 DEPTH OF BACK FILL, MIX 1/2" LAYER OF COMPOST INTO EACH 6" LIFT OF BACKFILL. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED TO MEET REQUIRED FINISH GRADE. TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT UNDISTURBED NATIVE SOIL MINIMUM SECTION FINISHED GRADE 4"4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS Typical Tree Planting (Up to 3" Caliper)AScale: NTS 6"8" SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. ·FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. ·FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING.6"2 X ROOTBALL WIDTH 3" MULCH LAYER. NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. BERM SHALL BE CENTERED ON THE DOWNHILL SIDE IN A 240° ARC. ORIGINAL GRADE SCARIFY BOTTOM AND LOOSEN SIDES OF PLANTING PIT NATIVE LOOSENED PLANTING SOIL BACKFILL. DIG AND TURN THE SOIL TO REDUCE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. IN THE TOP 1/3 DEPTH OF BACK FILL, MIX 1/2" LAYER OF COMPOST INTO EACH 6" LIFT OF BACKFILL. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT UNDISTURBED NATIVE SOIL FINISHED GRADE ORIGINAL GRADE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS THE SUBSTRATE/SOIL Tree Planting On 5-25% Slopes (20:1 to 4:1 Slopes)DScale: NTS 6" 8"4"6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. 4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. ·FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. ·FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING. 2 X ROOTBALL WIDTH ORIGINAL GRADE UNDISTURBED NATIVE SOIL OPTIONAL: ·12" DIA. AUGERED HOLE FILLED WITH 1/2" - 3/4" WASHED GRAVEL AND WRAPPED IN FILTER FABRIC. PENETRATE HOLE THROUGH OCCLUDING LAYER TO A DEPTH TO ASSURE PROPER PERCOLATION. ·4" PERFORATED PVC PIPE WITH GRATE CAP AT MULCH LEVEL, WRAPPED IN FILTER FABRIC, EXTEND TO BOTTOM OF SUMP. NATIVE PLANTING BACKFILLH.P.ROOTBALL TRUNK SLOPE TO DRAIN BOTTOM OF PLANTING PIT. LIMITS OF PLANTING PIT PLAN SECTION 12"6"MINIMUM TOP OF ROOTBALL SHALL BE POSITIONED 1/4 OF ROOTBALL DEPTH ABOVE ORIGINAL GRADE ADD ADDITIONAL SOIL AS NEEDED TO PLANTING SOIL BACKFILL IN ORDER TO CREATE A SMOOTH TRANSITION FROM THE TOP OF THE RAISED ROOT BALL TO THE ORIGINAL GRADE AT A 15% MAX SLOPE. 4" PERFORATED PVC STANDPIPE WITH GRATE CAP AT MULCH LEVEL, WRAPPED IN FILTER FABRIC, EXTEND TO BOTTOM OF PLANTER PIT 12" AUGERED HOLE FOR DRAINAGE FINISH GRADE NOTES: 1.THIS DETAIL IS FOR TREE PLANTING IN POOR DRAINAGE CONDITIONS ONLY. REF. DETAIL A THIS SHEET FOR TYPICAL TREE PLANTING. 6" DIA. CLEAR OF MULCH AT ROOT FLARE. IF REQUIRED, REMOVE EXCESS SOIL ON TOP OF ROOTBALL (MAX 2") AND EXPOSE TREE ROOT FLARE. 3" MULCH LAYER. NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL (REF. PLANTING SPECIFICATIONS FOR MULCH TYPE) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. Tree Planting (Poor Drainage Condition)CScale: NTS 4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOTBALL IS 2-3" ABOVE FINISHED GRADE. STABILIZE/PLUMB TREE BY TAMPING SOIL FIRMLY AROUND THE LOWER 1/4 OF THE ROOTBALL. ·FOR CONTAINER STOCK: REMOVE ENTIRE CONTAINER. ·FOR B&B STOCK: COMPLETELY REMOVE TOP 1/2 OF THE ENTIRE WIRE BASKET. COMPLETELY REMOVE ALL BURLAP/SYNTHETIC FABRICS AND STRAPPING. DOUBLE STAKE PLAN 1-1/2" UP TO 3" CALIPER TREE TRUNK NON-ABRASIVE TREE TIES LOOPED IN A FIGURE 8 AROUND TREE TRUNK AND STAKE TREE STAKE EACH TREE TIE SHALL BE NAILED TO STAKE USING GALVANIZED NAILS NOTES: 1.THIS DETAIL IS FOR ABOVE GRADE TREE STAKING ONLY. REF. OTHER DETAILS FOR TYPICAL TREE PLANTING. TREE TRUNK NON-ABRASIVE TREE TIES LOOPED AROUND TREE TRUNK AND STAKE TREE STAKE EACH TREE TIE SHALL BE NAILED TO STAKE USING GALVANIZED NAILS P R E V A I L I N G WI N D SINGLE STAKE PLAN LESS THAN 1-1/2" CALIPER PREVAILING WIND PREVAILING WIND TREE CANOPY TREE CANOPY MULCH LAYER SOIL BERM ORIGINAL GRADE PLANTING SOIL BACKFILL TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT UNDISTURBED NATIVE SOIL SECTION TREE STAKES. STAKE LOCATION SHALL NOT INTERFERE WITH BRANCHES.6"FINISHED GRADE SINGLE STAKE: 7'-0" MIN.DOUBLE STAKE: 6'-0" MIN.TRIPLE STAKE: 6'-0" MIN.ROOT BALL ROOT BALL TRIPLE STAKE PLAN 3" CALIPER AND GREATER 2 NON-ABRASIVE TREE TIES. TREE TIES SHALL BE 6" ABOVE BENDING MOMENT OF TREE. TIES SHOULD PROVIDE FLEXIBILITY OF TRUNK BUT NOT ALLOW RUBBING OF TRUNK AGAINST STAKE. Typical Tree Staking BScale: NTS SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date LANDSCAPE DETAILSLP 3.01 NOTES: 1.REF. PLANTING AND PLANTING SOIL SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.REF. TREE STAKING DETAIL THIS SHEET. 58 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND EDGE OF BED, FIRMLY COMPACTED (ALONG ADJACENT TURF AREAS IF NO EDGING/PAVEMENT SHOWN ON PLANS) FINISHED GRADE UNDISTURBED NATIVE SOIL MODIFIED SOIL (ENTIRE BED). DEPTH VARIES ( REF. PLANTING AND PLANTING SOIL PLANS AND PLANTING SPECIFICATIONS). LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE PLANT. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS REQUIRED TO MEET REQUIRED FINISH GRADE SECTION SCARIFY BOTTOM AND SIDES OF PLANTING PIT BEST FACE OF PLANT TO FACE FRONT OF PLANTING BED PLAN FRONT OF BED 4"EQ. EQ. GROUNDCOVER PLANTS TO BE TRIANGULARLY SPACED UNLESS SHOWN DIFFERENTLY ON PLANTING PLANS. GROUNDCOVER PLANT Typical Groundcover Planting AScale: NTS JScale: 1 1/2" = 1'-0" METAL EDGING (AT ROCK COBBLE BED) NOTES 1.EDGING SHALL NOT BE INSTALLED ADJACENT TO SIDEWALKS. 2.WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARDS.3"METAL EDGING, REF. DETAIL B THIS SHEET. ROCK MULCH, REF. PLANTING PLANS 1" AT TURF AREA 2" AT LANDSCAPE BED LANDSCAPE AREA, REF. PLANTING PLANS FILTER FABRIC. UPTURN 2" AT SIDES AND ENDS AND ADHERE TO EDGING W/ CONSTRUCTION ADHESIVE. SECURE FABRIC TO FINISH GRADE W/ FABRIC STAPLES 1"HScale: 1 1/2" = 1'-0" METAL EDGING (AT TURF & LANDSCAPE BED) MULCH LAYER REF. PLANTING PLANS AND SPECIFICATIONS AMENDED PLANTING SOIL, REF. PLANTING SOIL PLANS AND PLANTING SPECIFICATIONS METAL EDGING STAKES PER MANUFACTURER SPECIFICATIONS METAL EDGING 3/16" COLOR: BLACK UNDISTURBED NATIVE SOIL TURF (SOD)LANDSCAPE BED TOPSOIL, REF. PLANTING SOIL PLAN AND PLANTING SPECIFICATIONS 2X ROOTBALL WIDTH 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS), NO MORE THAN 1" OF MULCH ON TOP OF ROOTBALL. 4" HIGH x 8" WIDE ROUND-TOPPED SOIL BERM (ABOVE ROOT BALL SURFACE) SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL IN A 180° ARC. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. LEAVE 6" OF TOP OF ROOTBALL EXPOSED AROUND BASE OF STEMS. FINISHED GRADE. REFERENCE GRADING PLAN UNDISTURBED SUBSOIL LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ROOTBALL CENTERED IN PIT EXISTING SLOPE SHRUB LOOSEN/SCARIFY SIDES OF SLOPE/PLANTING HOLE ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE MAIN STEM(S) MEET(S) SUBSTRATE/SOIL. FINISH GRADE SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL Shrub Planting On 5-50% (20:1 TO 2:1) Slope CScale: NTS 2X ROOTBALL WIDTH 3" MULCH LAYER (REF. PLANTING SPECIFICATIONS) 4" HIGH x 8" WIDE BERM SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY, FIRMLY COMPACTED. FINISHED GRADE. UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF PLANTING PIT SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. LIGHTLY TAMP SOIL AROUND ROOTBALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND ROOTBALL TO SETTLE THE SOIL. ADD ADDITIONAL SOIL AS NEEDED TO MEET REQUIRED FINISH GRADE. PLANT ROOTBALL TO BE INSTALLED CENTERED AND PLUMB/LEVEL IN PLANTING PIT SECTION BEST FACE OF SHRUB TO FACE FRONT OF PLANTING BED PLAN 4"FRONT OF BED EQ. EQ. SHRUBS TO BE TRIANGULARLY SPACED UNLESS SHOWN DIFFERENTLY ON PLANTING PLANS. SHRUB LEAVE ROOTBALL EXPOSED AROUND BASE OF STEMS. Typical Shrub Planting BScale: NTS MIN. 1/2 MATURE SHRUB WIDTH FIRE HYDRANT 5'-0" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH5'-0" MIN. CLEAR SHRUB PLANTING (TYP., REF. DETAIL B THIS SHEET) CLCL CL Shrub Planting at Fire Hydrant EScale: NTS MIN. 1/2 MATURE SHRUB WIDTH 18"-24" MIN. CLEAR SHRUB PLANTING, REF. DETAIL B THIS SHEET BUILDING SLOPE AWAY PER GRADING PLAN CL Shrub Planting at Building Edge DScale: NTS MIN. 1/2 MATURE SHRUB WIDTH BACK OF CURB SHRUB PLANTING, REF. DETAIL B THIS SHEET SIDEWALK ZONE REF. PLANS CL Shrub Planting at Sidewalk FScale: NTS 24" LANDSCAPE BED/ MULCH (TYP.)MIN. 1/2 MATURE SHRUB WIDTH BACK OF CURB SHRUB PLANTING, REF. DETAIL B THIS SHEET SHRUB PLANTING, REF. DETAIL B THIS SHEET BACK OF CURB 24" LANDSCAPE BED/ MULCH (TYP.) MIN. 1/2 MATURE SHRUB WIDTH CL CL Shrub Planting at Curb GScale: NTS1/2"FILTER FABRIC. UPTURN 2" AT SIDES AND ENDS AND AHERE TO EDGING W/ CONSTRUCTION ADHESIVE. SECURE FABRIC TO FINISH GRADE W/ FABRIC STAPLES COMPACTED SUB-BASE, REF. GEOTECH REPORT IScale: 1 1/2"=1'-0" Decomposed Granite4"PAVING VARIES, REF. PLANS FOR TYPE STAKES PER MANUFACTURER 1/2"METAL EDGING, REF. DETAIL DECOMPOSED GRANITE, INSTALL IN 2" COMPACTED LIFTS SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date LANDSCAPE DETAILSLP 3.02 NOTES: 1.REF. PLANTING AND PLANTING SOIL SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.REF. PLANTING SCHEDULE AND PLANTING PLANS FOR SPACING/LAYOUT 3.WHEN SHRUBS ARE MASSED TOGETHER WITH GROUNDCOVER BEDS, ALL SOIL IN BED TO BE AMENDED. (REF. PLANTING SPECIFICATIONS) 59 SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date LANDSCAPE SPECIFICATIONSLP 3.03 6. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE THE PLANTING WITH THE IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION ITEMS AND PLANTS. FIFTY PERCENT (50%) OF THE NITROGEN SHALL BE DERIVED FROM NATURAL ORGANIC SOURCES. THE FOLLOWING FERTILIZERS SHALL BE USED AND APPLIED AT RATES AS SUGGESTED BY MANUFACTURER'S SPECIFICATIONS: ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. MAINTENANCE AFTER THE CERTIFICATION OF ACCEPTABILITY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS IN THIS SECTION. CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE TO COVER LANDSCAPE AND IRRIGATION MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYS COMMENCING AFTER ACCEPTANCE. UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. B. WATER EVERY DAY FOR TEN (10) SUCCESSIVE DAYS, THEN WATER THREE (3) TIMES PER WEEK (AT EVEN INTERVALS) FOR TWO (2) ADDITIONAL WEEKS. ALL WATERING SHALL BE OF SUFFICIENT QUANTITY TO WET OR RESTORE WATER TO DEPTH OF FOUR (4) INCHES. CONTRACTOR TO DETERMINE IF SITE IS IN A DROUGHT RESTRICTION AREA AND MUST FOLLOW CITY/ COUNTY PROTOCOL IF ANY ARE IN PLACE. A. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS UNTIL CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). D. DURING DELIVERY, PRIOR TO AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. C. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A FOUR INCH MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND AS APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. B. THE SOD SHALL BE CERTIFIED TO MEET THE STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. A. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. 3. SOIL PREPARATION: PREPARE LOOSE BED FOUR (4) INCHES DEEP. APPLY FERTILIZER AT RATE OF TWENTY (20) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. APPLICATION SHALL BE UNIFORM, UTILIZING APPROVED MECHANICAL SPREADERS. MIX FERTILIZER THOROUGHLY WITH THE SOIL TO A DEPTH OF THREE (3) INCHES. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 2. LAWN BED PREPARATION: ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE WHOLE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT OF ROLLING SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH THAT IS UP TO THE REQUIRED GRADE. 1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A GRASS LAWN ACCEPTABLE TO THE OWNER. 16. HERBICIDE WEED CONTROL: ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. 15. MULCHING: PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER AND VINE BED AND TREE PIT. 14. TREE GUYING AND BRACING SHALL BE INSTALLED BY THE LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE LANDSCAPE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING OF THEIR INTENTIONS AND AGREE TO HOLD HARMLESS THE LANDSCAPE ARCHITECT IN THE EVENT ANY TREES FALL DOWN AND DAMAGE PERSON OR PROPERTY. 13. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. TILL INTO TOP 4" THE PLANTING SOIL MIX AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 12. PRUNING: EACH TREE SHALL BE PRUNED TO PRESERVE THE NATURAL CHARACTER OF THE PLANT AS SHOWN ON THE DRAWINGS. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. 6. LAWN MAINTENANCE: 1. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 1. THE WORK CONSISTS OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED. 4. PROTECTION OF PALMS (IF APPLICABLE): ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER DETAIL. 5. EXCAVATION OF TREE PITS SHALL BE DONE USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB- BASES. COMMERCIAL FERTILIZER SHALL BE A COMPLETE FORMULA; IT SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE FLOWING. THIS FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS. WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN AN ADEQUATE GROWTH OF PLANTS AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC. IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SUCH SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. C. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY; SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. A. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS AS STATED IN THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, WELL-BRANCHED AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE OWNER. SAMPLES OF MATERIALS AS LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON THE SITE OR AS OTHERWISE DETERMINED BY THE OWNER. UPON APPROVAL OF SAMPLES, DELIVERY OF MATERIALS MAY BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS OPERATION OF EQUIPMENT, STOCKPILING OF MATERIALS, ETC. THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE OR THE SPILLING OF OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED WHERE THE HEAT WILL DAMAGE ANY PLANT. TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/ OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS ($100) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PER CENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, AND OTHER ITEMS OF CONSTRUCTION AND PLANTING ALREADY COMPLETED OR ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THIS CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER. MATERIALS SAMPLES PLANTS ONE (1) OF EACH VARIETY TOPSOIL ONE (1) CUBIC YARD MULCH ONE (1) CUBIC FOOT 2. PLANT MATERIALS 1. GENERAL 1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR, UNLESS OTHERWISE NOTED. 2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3. PLANT ROOTS BOUND IN CONTAINERS SHALL NOT BE ACCEPTABLE. 4. SUBSTITUTION OF NON-CONTAINER GROWN MATERIAL FOR MATERIAL EXPLICITLY SPECIFIED TO BE CONTAINER GROWN WILL NOT BE PERMITTED UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED ON THE PLANT LIST SCHEDULE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY REESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE BIDDERS TAKE OFF AND THE PLANT LIST QUANTITY, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO THE SUBMISSIONS OF BIDS. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE 4. SODDING 2. THE LANDSCAPE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. THIS CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. 1. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN UP WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR OWNER. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER LINES, CABLE AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. 3. SUBGRADE EXCAVATION: SITE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36". SITE CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY SITE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT OR OWNER. 4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS HEREIN SPECIFIED AND REQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. PLANTS SHALL BE PROTECTED UPON ARRIVAL AT THE SITE BY BEING THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS SHALL NOT REMAIN UNPROTECTED FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. FINAL INSPECTION AT THE END OF THE GUARANTEE PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR GUARANTEE (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. 4. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE (AND IRRIGATION) MAINTENANCE, THE CONTRACTOR IS ENCOURAGED TO VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER, AND SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTH PLANT GROWTH. IT IS SUGGESTED SUCH SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE. 3. REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER "PLANTING", AT NO ADDITIONAL COST TO THE OWNER. 2. THE LIFE AND SATISFACTORY CONDITION OF ALL OTHER PLANT MATERIAL (INCLUDING SOD) INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A MINIMUM OF 90 CALENDAR DAYS, COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. 1. THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE LANDSCAPE ARCHITECT OR OWNER. 1. CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITIAL 90-DAY MAINTENANCE PERIOD ON A COST PER MONTH BASIS. 3. PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS. THE ROOTS SHALL NOT BE CUT WITHIN THE MINIMUM SPREAD SPECIFIED IN THE PLANT LIST. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT IN MOVING AND PRIOR TO PLANTING. 2. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS BALLED AND BURLAPPED OR CONTAINER GROWN SHALL NOT BE HANDLED BY STEMS. 1. PROTECT ROOTS OR BALLS OF PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT BREAKAGE AND DRYING OUT DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO SITE SHALL BE SPRAYED WITH AN ANTI-TRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF 3 INCHES. SEE PLANT LIST FOR TYPE OF MATERIAL AND GRADE. IN ADDITION TO SURFACE APPLIED FERTILIZERS, ALL CONTAINER GROWN AND FIELD GROWN PLANT MATERIAL SHALL RECEIVE "AGRIFORM" PLANTING TABLETS 24-10-5 FORMULA, 21 GRAM OR EQUAL. THESE TABLETS SHALL BE PLACED AT A DEPTH OF ROOT BALL AT THE RATE AS SPECIFIED BY MANUFACTURER. 1. SHRUBS AND TREES - MILORGANITE, OR APPROVED EQUAL 3. SOD - 8-8-8 FERTILIZER 2. ANNUALS AND GROUNDCOVERS - OSMOCOTE/SIERRA BLEND 14-14-14 7. ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACKFILLED WITH THE PREPARED PLANTING SOIL AS SPECIFIED HEREIN BEFORE (SECTION H). TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE PLANTING DETAIL THAT ADDRESSES THIS CONDITION. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURE AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED. 8. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 9. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION H OF THESE SPECIFICATIONS. IN ADDITION, EACH PLANTING PIT SHALL RECEIVE 21-GRAM "AGRIFORM" PLANTING TABLETS PER MANUFACTURER'S SPECIFICATIONS OR AS FOLLOWS: 10. TREES AND SHRUBS SHALL BE SET STRAIGHT AND AT SUCH A LEVEL THAT AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACKFILLED AND THOROUGHLY TAMPED AROUND THE BALL AND SHALL BE SETTLED BY WATER AFTER TAMPING. 11. FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET. ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE, ONLY WITH MULCH. ALL BURLAP, ROPE, WIRES, ETC., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. - THREE (3) TABLETS PER 3 GAL. PLANT - FOUR (4) TABLETS PER 10 GAL. PLANT - TWO (2) TABLETS PER 1 GAL. PLANT - LARGER MATERIAL - TWO (2) TABLETS PER 1/2" OF TRUNK CALIPER B. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. GENERAL LANDSCAPE SPECIFICATIONS AND NOTES A. SCOPE OF WORK B. PROTECTION OF EXISTING STRUCTURES C. PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK D. MATERIALS E. TOPSOIL I. WATER J. COMMERCIAL FERTILIZER K. MULCH L. DIGGING AND HANDLING M. CONTAINER GROWN STOCK S. LAWN SODDING R. PLANTING PROCEDURES Q. FINE GRADING P. MATERIALS LIST O. NATIVE STOCK N. COLLECTED STOCK T. CLEAN-UP U. PLANT MATERIAL MAINTENANCE V. MAINTENANCE (ALTERNATE BID ITEM) W. GUARANTEE X. FINAL INSPECTION AND ACCEPTANCE OF WORK a.ORGANIC SOIL AMENDMENTS 1.MANURE: WELL-ROTTED, UNLEACHED, STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, AND MATERIAL HARMFUL TO PLANT GROWTH. 2.BACK TO NATURE COTTON BURR COMPOST OR APPROVED EQUIVALENT. 3.COMPOST: DECOMPOSED ORGANIC MATERIAL INCLUDING LEAF LITTER, MANURE, SAWDUST, PLANT TRIMMINGS AND/OR HAY, MIXED WITH SOIL. 4.PECAN HULLS: COMPOSTED PECAN HULLS FOR LOCAL SOURCE. 5.BIOSOLIDS: USE GRADE 1 CONTAINING LOWER PATHOGEN LEVELS. 6.WORM CASTINGS: EARTHWORMS. b.INORGANIC SOIL AMENDMENTS 1.LIME: ASTM C602, CLASS O AGRICULTURAL LIMESTONE CONTAINING A MINIMUM OF 80 PERCENT CALCIUM CARBONATE EQUIVALENT WITH A MINIMUM OF 95 PERCENT PASSING NO. 8 SIEVE AND MINIMUM OF 55 PERCENT PASSING NO. 60 SIEVE. 2.SULFUR: GRANULAR, BIODEGRADABLE, CONTAINING A MINIMUM OF 90 PERCENT SULFUR, WITH A MINIMUM OF 99 PERCENT PASSING NO. 6 SIEVE AND A MAXIMUM OF 10 PERCENT PASSING NO. 40 SIEVE. 3.IRON SULFATE: GRANULATED FERROUS SULFATE CONTAINING A MINIMUM OF 20 PERCENT IRON AND 10 PERCENT SULFUR. 4.AGRICULTURAL GYPSUM: FINELY GROUND, CONTAINING A MINIMUM OF 90 PERCENT CALCIUM SULFATE. 5.SAND: CLEAN, WASHED, NATURAL OR MANUFACTURED, FREE OF TOXIC MATERIALS. c.PLANTING SOIL MIX 1.PLANTING MIX MAY BE PROVIDED BY LIVING EARTH OR MINICK MATERIALS OR APPROVED EQUAL. 2.PLANTING MEDIUM CONTAINING 75 PERCENT SPECIFIED TOPSOIL MIXED WITH 15 PERCENT ORGANIC SOIL AMENDMENTS AND 10 PERCENT SHARP WASHED SAND. INSTALL TO DEPTHS, PER PLANTING DETAILS (12" MIN.) FINISHED GRADES OF PLANTING BEDS TO BE 2" BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. 2. SOD/SEED AREA TOPSOIL ALL SOD AREAS TO RECEIVE 4" DEPTH (MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, WITH 25% (MIN.) ORGANIC MATERIAL, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TWIGS/BRANCHES. THE PARTICLE SIZES SHALL BE SUCH THAT 98.5% OF THE TOPSOIL WILL PASS THROUGH A 1/2 INCH SCREEN, AND 99% MORE SHALL PASS THROUGH A 3/4 INCH SCREEN. TOPSOIL SHALL BE REVIEWED/APPROVED BY OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR TO SUBMIT SAMPLES IN 1 GAL (MIN.) CONTAINER. 1.ASTM D5268, NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL POSSESSING CHARACTERISTICS OF REPRESENTATIVE TOPSOIL IN THE VICINITY THAT PRODUCES HEAVY GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 7.4 PERCENT, FREE FROM SUBSOIL, OBJECTIONABLE WEEDS, LITTER, SODS, STIFF CLAY, STONES LARGER THAN 1-INCH IN DIAMETER, STUMPS, ROOTS, TRASH, HERBICIDES, TOXIC SUBSTANCES, OR ANY OTHER MATERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH OR HINDER PLANTING OPERATIONS. TOP SOIL SHALL CONTAIN A MINIMUM OF THREE PERCENT ORGANIC MATERIAL. 2.SALVAGED OR EXISTING TOPSOIL: REUSE SUITABLE TOPSOIL STOCKPILED ON-SITE OR EXISTING TOPSOIL UNDISTURBED BY GRADING OR EXCAVATION OPERATIONS. CLEAN TOPSOIL OF ROOTS, PLANTS, SOD, STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 3.VERIFY AMOUNT OF SUITABLE TOPSOIL STOCKPILED IF ANY, AND SUPPLY ADDITIONAL IMPORTED TOPSOIL AS NEEDED. FOUR (4) INCHES OF TOPSOIL TO BE PROVIDED FOR ALL TURF AREAS. TWENTY FOUR (24) INCHES OF TOPSOIL TO BE PROVIDED FOR ALL PLANTING AREAS WITHIN INTERIOR LANDSCAPE ISLANDS AND FOUNDATION PLANTINGS. FOR ALL OTHER PLANTING AREAS, TWELVE (12) INCHES OF TOPSOIL MINIMUM TO BE PROVIDED. 4.IMPORTED TOPSOIL: SUPPLEMENT SALVAGED TOPSOIL WITH IMPORTED TOPSOIL FROM OFF-SITE SOURCES WHEN EXISTING QUANTITIES ARE INSUFFICIENT. 5.OBTAIN TOPSOIL DISPLACED FROM NATURALLY WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 6 INCHES DEEP; DO NOT OBTAIN FROM AGRICULTURAL LAND, BOGS, OR MARSHES. 6.VERIFY BORROW AND DISPOSAL SITES ARE PERMITTED AS REQUIRED BY STATE AND LOCAL REGULATIONS. OBTAIN WRITTEN CONFIRMATION THAT PERMITS ARE CURRENT AND ACTIVE. 7.OBTAIN PERMITS REQUIRED BY STATE AND LOCAL REGULATIONS FOR TRANSPORTING TOPSOIL. PERMITS SHALL BE CURRENT AND ACTIVE. 8.AMEND EXISTING AND IMPORTED TOPSOIL AS INDICATED BELOW. A. PROVIDE FRESH, CLEAN, NEW CROP LAWN SEED MIXTURE. FURNISH TO OWNER DEALERS GUARANTEED STATEMENT OF COMPOSITION OF MIXTURE AND PERCENTAGE OF PURITY AND GERMINATION OF EACH VARIETY. B. SEED MIXTURE: PROVIDE SEED OF GRASS SPECIES AND VARIETIES, PROPORTIONS BY WEIGHT AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED. SEED MIXTURES VARY BY REGION AND SEASON AND SHALL COMPLY WITH STATE DO AND LOCAL SOIL CONSERVATION SERVICE STANDARDS FOR LAWN TURF. C. DO NOT PERFORM SEEDING IN WINDY CONDITIONS. D. SEEDING SHALL BE DISPERSED IN 2 DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. E. PERMANENTLY SEED AND MULCH CUT AND FILL SLOPES AS CONSTRUCTION PROCEEDS TO EXTENT CONSIDERED DESIRABLE AND PRACTICAL. IN THE EVENT IT IS NOT PRACTICAL TO SEED AREAS, SLOPES SHALL BE STABILIZED WITH STRAW MULCH AND TACKIFIER, BONDED FIBER MATRIX, NETTING, BLANKETS OR OTHER MEANS TO REDUCE THE EROSIVE POTENTIAL OF THE AREA. F. SEED LAWN AREAS BY SOWING EVENLY WITH APPROVED MECHANICAL SEEDER AT RATE OF MINIMUM OF 6 POUNDS PER 1,000 SQUARE FEET. AMOUNT WILL VARY BASED ON VARIETY AND/OR SPECIES. CULTI-PACKER OR APPROVED SIMILAR EQUIPMENT MAY BE USED TO COVER SEED AND TO FORM SEEDBED IN ONE OPERATION. IN AREAS INACCESSIBLE TO CUTI-PACKER, LIGHTLY RAKE SEEDED GROUND WITH FLEXIBLE RAKES AD ROLL WITH WATER BALLAST ROLLER. AFTER ROLLING, MULCH WITH STRAW MULCH AT THE RATE OF 2 TONS PER ACRE. G. SURFACE LAYER OF SOIL FOR SEEDED AREAS SHALL BE KEPT MOIST DURING GERMINATION PERIOD. WATER SEEDED AREAS TWICE FIRST WEEK TO MINIMUM DEPTH OF 6 INCHES WITH FINE SPRAY AND ONCE PER WEEK THEREAFTER AS NECESSARY TO SUPPLEMENT NATURAL RAIN TO EQUIVALENT OF 6 INCHES DEPTH. H. CONTRACTOR TO REAPPLY SEED AS NECESSARY IN ORDER TO GET ALL SEEDED AREAS ESTABLISHED AS INTENDED. 5. SEEDING 1.ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2.NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR LANDSCAPE ARCHITECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWING SHALL PREVAIL. 3.LOCATE ALL UTILITIES PRIOR TO ANY DIGGING OPERATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES INCURRED BY HIS WORK. 4.REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION. 5.STAKING AND GUYING ALTERNATIVES: METHODS INDICATED IN DRAWING DETAILS ARE PREFERRED. CONTRACTOR MAY SUGGEST ALTERNATE METHODS, ASSUMING FULL RESPONSIBILITY FOR THEIR IMPLEMENTATION. CONTRACTOR SHALL REPLACE, PLANT, OR UPRIGHT ANY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE OWNER. 6.PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING. 7.PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE SITE PLAN. 8.ALL PLANTING BEDS TO BE TOP DRESSED WITH A MINIMUM OF 3" SHREDDED HARDWOOD MULCH, UNLESS OTHERWISE SPECIFIED. 9.PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND/ OR LIMITS OF DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT. PROVIDE IRRIGATION AS NECESSARY. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THE WORK SHALL INCLUDE, BUT NOT TO BE LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. PLANT MATERIAL THAT DIES SHALL BE REPLACED WITH THE PLANT MATERIAL OF SIMILAR SIZE AND VARIETY. 11.CONTRACTOR SHALL WARRANTY PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. WARRANTY SHALL NOT INCLUDE DAMAGE FOR LOSS OF PLANT MATERIAL DUE TO NATURAL CAUSES, ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER. 12.ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT CALLED TO BE SODDED, SHALL BE REESTABLISHED WITH BERMUDA SOD AND IRRIGATED. 13.ALL LANDSCAPE BEDS TO HAVE TOPSOIL/BEDDING MIX THAT MEETS LANDSCAPE SPECIFICATIONS. INSTALL TO DEPTHS, PER PLANTING DETAILS (12" DEPTH MIN.) FINISHED GRADES OF PLANTING BEDS TO BE 2" BELOW FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON GRADING PLAN. 14.ALL SOD AREAS TO RECEIVE 4" DEPTH (MIN) TOPSOIL PRIOR TO INSTALLATION. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, pH RANGE OF 5.5-7.4, AND FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TWIGS/BRANCHES. 15.ALL DISTURBED AREAS IN R.O.W. TO BE RE-ESTABLISHED WITH BERMUDA SEED OR SOD AND IRRIGATED UNLESS OTHERWISE SHOWN ON PLANS. 16.ALL TREES TO BE PLACED A MINIMUM OF 4' FROM ANY UTILITY. PLANTING NOTES 60 SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date MATERIAL LEGENDLH 3.01 SYMBOLS LEGEND: GENERAL ABBREVIATIONS 735.46 X X-XXX X X-XXX X X-XXX X-1 X X-XXX 735.46 GENERAL NOTES: 1.THE DRAWINGS, CALCULATIONS, SPECIFICATIONS, AND REPRODUCTIONS, RELATING TO THE LANDSCAPE ARCHITECTURE PART OF THE PROJECT, ARE INSTRUMENTS OF SERVICE TO BE USED ONLY FOR THIS PROJECT. 2.THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS, AND ORDERS OF ANY PUBLIC BODY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY. 3.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 4.ALL DIMENSIONS SHALL BE VERIFIED ON-SITE. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS ON ANY DIMENSIONS NOT PROVIDED OR OBTAINABLE FROM THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES AND OBTAINING APPROVAL BEFORE PROCEEDING WITH WORK 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PER THE DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED BY THE LANDSCAPE ARCHITECT ARE FOR CONVENIENCE ONLY. CONTRACTORS SHALL SUBMIT BIDS BASED ON THEIR OWN VERIFIED QUANTITIES. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 6.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING ALL HORIZONTAL AND VERTICAL UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DAMAGE TO UTILITIES THAT ARE TO REMAIN SHALL BE REPAIRED IMMEDIATELY AT NO COST TO THE OWNER. THE LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY UTILITIES NOT SHOWN ON THE PLANS. 7.THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AUTHORITIES AND LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8.ALL PROPOSED AND FINISHED GRADES, EASEMENTS, SETBACKS, BUILDINGS, CURBS, GUTTERS, AND UNDERGROUND UTILITIES HAVE BEEN PROVIDED TO THE LANDSCAPE ARCHITECT BY THE PROJECT CIVIL ENGINEER. REFER TO THE CIVIL ENGINEER’S DRAWINGS FOR ADDITIONAL INFORMATION. 9.ALL PROJECT SAFETY SIGNAGE, GRAPHICS, AND WAYFINDING SHALL BE PROVIDED BY OTHERS. 10.ELECTRICAL CONNECTIONS ARE SHOWN FOR DESIGN INTENT ONLY. THE CONTRACTOR SHALL PROVIDE ELECTRICAL WORK IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL STANDARDS. 1.ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES AND SHALL MEET ALL STANDARDS AS STATED IN THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2.NO SUBSTITUTIONS IN PLANT MATERIALS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER OR LANDSCAPE ARCHITECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS AND THE PLANT LIST, THE DRAWINGS SHALL PREVAIL. 3.REFERENCE IRRIGATION PLAN FOR BED IRRIGATION INFORMATION. 4.PLANTS MASSED IN BEDS SHALL BE ARRANGED USING TRIANGULAR SPACING. 5.ALL PLANTING BEDS SHALL BE TOP DRESSED WITH A MINIMUM OF 3" OF SPECIFIED MATERIAL; REFER TO PLANS. 6.PROVIDE A STEEL EDGE OR CONCRETE MOW STRIP BETWEEN ALL PLANTING BEDS AND LAWN AREAS. REFERENCE APPROPRIATE PLAN SERIES. 7.PROVIDE GRASS SEEDING OR LAY BERMUDA SOD FOR PROPOSED LAWN AREAS TO ALL EDGES OF PAVEMENT AND/OR LIMITS OF DISTURBANCE OUTSIDE R.O.W. OR PROPOSED LANDSCAPE EASEMENT. 8.ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION SHALL BE REESTABLISHED WITH SOD. CONTRACTOR SHALL REFERENCE APPROPRIATE PLAN SERIES. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPING UNTIL FINAL ACCEPTANCE. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING, AND OTHER ACTIVITIES COMMON TO LANDSCAPING. ALL PLANT MATERIALS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION APPROPRIATE FOR THE SEASON. ANY DEAD PLANT MATERIAL SHALL BE REPLACED WITH NEW PLANT MATERIAL OF SIMILAR SIZE AND SPECIES. 10.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE. WARRANTY SHALL NOT INCLUDE DAMAGE OR LOSS OF PLANT MATERIAL DUE TO NATURAL CAUSES, VANDALISM, OR NEGLIGENCE BY THE OWNER. 11.CONTRACTOR SHALL STAKE AND GUY TREES PER THE METHODS INDICATED IN THE DRAWING DETAILS, OR MAY SUGGEST ALTERNATIVE METHODS ASSUMING FULL RESPONSIBILITY FOR THEIR IMPLEMENTATION, IF APPROVED BY LANDSCAPE ARCHITECT. CONTRACTOR SHALL REPLACE OR UPRIGHT ANY TREES BLOWN OVER OR DAMAGED DUE TO INADEQUATE STAKING AT NO ADDITIONAL COST TO THE OWNER. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING TREES. 13.ALL SOD AREAS SHALL RECEIVE A MINIMUM OF 4" DEPTH OF TOPSOIL PRIOR TO INSTALLATION. ALL PLANTING AREAS SHALL RECEIVE A MINIMUM OF 24" DEPTH OF TOPSOIL. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, HAVE A pH RANGE OF 5.5-7.4, AND BE FREE OF TRASH, DEBRIS, STONES, WEEDS, AND TWIGS/BRANCHES. 14.ALL LANDSCAPE BED AREAS SHALL BE PREPARED USING "READY TO PLANT BEDDING MIX" BY SOIL BUILDING SOLUTIONS. INSTALL TO DEPTHS SPECIFIED PER PLANTING DETAILS (MINIMUM 12" DEPTH). FINISHED GRADES OF PLANTING BEDS SHALL BE 2" BELOW THE FINISHED GRADE OF ADJACENT PAVING OR AS SHOWN ON THE GRADING PLAN. 15.REFERENCE SHEET LP FOR APPROPRIATE PLANTING NOTES PERTAINING TO CORRESPONDING MUNICIPALITY PLANTING NOTES: IRRIGATION NOTES: 1.IRRIGATION CONTRACTOR SHALL TEST EXISTING STATIC PRESSURE ON SITE PRIOR TO CONSTRUCTION. IF THE EXISTING SITE PRESSURE IS BELOW 65 PSI, THE CONTRACTOR SHALL CONTACT THE IRRIGATION DESIGNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.THE IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH THE PLANTING PLAN OR OTHER APPROPRIATE PLAN SERIES AND SITE CONDITIONS TO PROVIDE COMPLETE COVERAGE WITH MINIMUM OVERSPRAY. MINOR ADJUSTMENTS SHALL BE MADE TO ENSURE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER. 3.THE IRRIGATION CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES, UNLESS OTHERWISE NOTED. ALL LOCAL CODES SHALL PREVAIL OVER ANY DISCREPANCIES HEREIN. 4.LATERAL PIPING SHALL BE INSTALLED AT A MINIMUM DEPTH OF 12 INCHES. MAINLINE PIPE AND WIRES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 18 INCHES. 5.ELECTRICAL POWER SHALL BE PROVIDED WITHIN 5 FEET OF THE CONTROLLER LOCATION BY THE GENERAL CONTRACTOR. LICENSED IRRIGATION CONTRACTOR (L.I.C.) SHALL PROVIDE FINAL HARD WIRE TO THE CONTROLLER. 6.24-VOLT VALVE WIRE SHALL BE A MINIMUM OF 14 GAUGE, U.L. APPROVED FOR DIRECT BURIAL, SINGLE CONDUCTOR "IRRIGATION WIRE." WIRE SPLICES SHALL BE ENCASED IN WATERPROOF WIRE CONNECTORS, U.L. APPROVED, AND FILLED WITH SILICONE. 7.VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE, WITH THREE INCHES OF CLEAN PEA GRAVEL LOCATED BELOW THE VALVE. USE 10" ROUND VALVE BOXES FOR ELECTRIC VALVES AND QUICK COUPLING VALVES UNLESS NOTED OTHERWISE. DOUBLE CHECK ASSEMBLY (D.C.A.) SHALL BE BOXED ACCORDING TO LOCAL CODES. 8.ALL SPRAY HEADS SHALL BE CONNECTED USING PVC SWING JOINT ASSEMBLIES. 9.ALL ROTOR HEADS SHALL BE CONNECTED WITH A MINIMUM 12" LENGTH OF 1/2" FLEX PVC. THE FLEX PVC SHALL BE SOLVENT-WELDED TO SCHEDULE 40 PVC FITTINGS WITH WELD-ON *795 SOLVENT AND *P-70 PRIMER. PRIMER SHALL BE PURPLE IN COLOR. 10.SLEEVES SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. SLEEVE MATERIAL SHALL BE PVC, SCHEDULE 40. THE CONTRACTOR SHALL EXTEND SLEEVES ONE FOOT BEYOND THE EDGE OF ALL PAVEMENT. 11.LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER AND OWNER'S CONTRACTOR WITH ALL EQUIPMENT SPECIFICATIONS AND MAINTENANCE GUIDELINES. 12.DRIP LINES SHALL BE PLACED A MINIMUM OF 3" BELOW THE MULCH. 13.IRRIGATION CONTRACTOR SHALL ADJUST SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE AND MINIMUM OVERSPRAY ONTO PAVEMENT. NO OVERSPRAY IS PERMITTED ONTO STREETS OR SIDEWALKS. 14.IRRIGATION CONTRACTOR SHALL SUPPLY AND CONSTRUCT THE IRRIGATION SYSTEM USING ALL MATERIALS PER MANUFACTURER SPECIFICATIONS AS SHOWN ON THE PLAN. IF THE CONTRACTOR PREFERS MATERIALS THAT DIFFER FROM THE PLAN, THEY SHALL OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER PRIOR TO CONSTRUCTION. HARDSCAPE NOTES: 1.PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS SHALL BE SURVEYED, LAID OUT, AND STAKED IN THE FIELD FOR REVIEW BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DEMOLITION, ADJUSTMENTS, OR RECONSTRUCTION RESULTING FROM UNAUTHORIZED CONSTRUCTION ACTIVITIES. 2.THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. 3.THE CONTRACTOR SHALL STAKE SIDEWALK CENTERLINES AND NOTIFY THE OWNER FOR APPROVAL OF ALIGNMENTS PRIOR TO INSTALLATION. 4.PROVIDE EXPANSION JOINTS IN ALL CASES WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS, AND BUILDINGS, OR WHERE CONCRETE ABUTS UTILITY VAULTS OR BOXES. 5.THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PAVEMENT SURVEY REFERENCE MONUMENTS. 6.CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY/MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A TESTING FIRM ASSIGNED BY THE OWNER. COPIES OF THE TEST RESULTS SHALL BE FURNISHED TO THE OWNER. IF PAVING OPERATIONS HAVE NOT COMMENCED WITHIN THE SPECIFIED SEVENTY-TWO (72) HOUR LIMIT, A RETEST SHALL BE REQUIRED AT THE CONTRACTOR’S EXPENSE. 7.THE CONTRACTOR SHALL REFERENCE THE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR PAVEMENT PREPARATION, COMPACTION, AND ALL EARTHWORK OPERATIONS. 8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF ANY WORK. ALL SHOP DRAWINGS SHALL BE COMPLETE WITH RESPECT TO DIMENSIONS, DESIGN CRITERIA, AND SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER WHERE APPLICABLE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURACY OF DIMENSIONS, QUANTITIES, PERFORMANCE, SAFETY, AND COORDINATION WITH OTHER WORKS. ANY REQUIRED ADJUSTMENTS SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. MATERIALS LEGEND: CONCRETE PAVING (STANDARD) COLOR: NATURAL GRAY FINISH: BROOM FINISH CONTROL JOINTS: SAWCUT (1/4 DEPTH OF CONCRETE) @ REGULAR INTERVALS (TYPICAL JOINT SPACING TO BE EQUAL TO WIDTH OF WALK) EXPANSION JOINTS: GENERALLY 30' O.C. MAX. (SEE PLANS FOR LOCATION) JOINT SEALANT: COLOR TO MATCH CONCRETE APPROVAL:MOCKUP, EJ SEALANT SAMPLE C-1 CONCRETE P-1 PEDESTRIAN PAVER TYPE:TBD TYPF:TBD FINISH:SHOT BLAST SIZE:12" x 24" (6 CM) PATTERN:TBD MANUFACTURER:KEYSTONE HARDSCAPES INSTALL:SAND SET ON 6" CONCRETE SUBBASE, REF. DETAILS CONTACT: JOEY GUEDEA (817.481.5802) APPROVAL:CUT SHEET, SAMPLE, MOCKUP STEEL EDGE MATERIAL: PLANTING: 3/16" x 4" STEEL PLATE HARDSCAPE: 1/4" x 6" STEEL PLATE COLOR: PLANTING: GALVANIZED HARDSCAPE: GALVANIZED, PAINTED BLACK SIZE: LENGTHS PER PLAN, FULLY WELD ALL SEAMS AND CORNERS INSTALL: REF. DETAILS METALS M-1 AGGREGATES A-1 RIVER ROCK SIZE: 2" - 4" COLOR:NATURAL SUPPLIER: DFW STONE SUPPLY CONTACT: M'LISE WEBB (469.771.6049) INSTALL: REFER TO DETAIL APPROVAL: SAMPLE SF-1 BENCH TYPE:CREEKVIEW BENCH WITH BACK SIZE:(21-1/4" W x 72" L x 37-3/4" H) COLOR:FRAME: POWDER COATED ALUMINUM SLAT: RECYCLED PLASTIC - BRIGHT CEDAR INSTALL:SURFACE MOUNT PER MANUFACTURES SPECIFICATIONS SUPPLIER:KEYSTONE RIDGE CONTACT: JUSTIN MASKAL (724-284-1213 EXT 243) APPROVAL: CUT SHEET PAVERS P-2 PEDESTRIAN PAVER TYPE:TBD COLOR:BUFF TAN PEWTER FINISH:STANDARD SIZE:TBD PATTERN:TBD MANUFACTURER:KEYSTONE HARDSCAPES INSTALL:SAND SET ON 6" CONCRETE SUBBASE, REF. DETAILS CONTACT: JOEY GUEDEA (817.481.5802) APPROVAL:CUT SHEET, SAMPLE, MOCKUP SITE FURNISHINGS CEDAR BOARD TYPE:WESTERN RED CEDAR SIZE:REFERENCE PLANS FOR MORE DETAIL AND SIZING OF ALL MEMBERS FINISH:SHERWIN WILLIAMS "HILL COUNTRY" (SW 3532) EXTERIOR SEMI-TRANSPARENT STAIN SUPPLIER:LOCAL SUPPLIER INSTALL:REF. PLANS AND DETAILS APPROVAL:SAMPLE, SHOP DRAWINGS W-1 WOOD SF-2 TABLE TYPE:CAROUSEL TABLE SIZE:4 SEAT BACKED COLOR:FRAME: POWDER COATED GLASS BLACK WOODGRAIN (IPE) INSTALL:SURFACE MOUNT PER MANUFACTURES SPECIFICATIONS SUPPLIER:LANDSCAPEFORMS APPROVAL: CUT SHEET 61 CONCRETE PAVING (TYP.)AScale: 1 1/2" = 1'-0"4".COMPACTED SUBGRADE, REF. GEOTECH REPORT 6" (TYP.)6" (TYP.) C-1 CONCRETE PAVING REF. MATERIAL SCHEDULE #3 REBAR@ 18" O.C. EACH WAY 1" @ LAWN 2" @ PLANTING 3"2"RECYCLED CONCRETE LEVELING BED PEDESTRIAN PAVER TO CONCRETE TRANSITION BScale: 1 1/2" = 1'-0" COMPACTED SUBGRADE, REF. GEOTECH REPORT EXPANSION JOINT WITH SLEEVED #4 SMOOTH DOWEL @ 18" O.C., COAT ONE END TO PREVENT BOND 4"C-1 C LH 3.02 CONCRETE PAVERS C-1 D LH 3.02 CONCRETE PAVING JOINTS (EXPANSION) (SHALL NOT BE EXPRESSED THROUGH PAVERS) C-1 A LH 3.02 CONCRETE PAVING 6"6"1'-0"1'-0" BEDDING SAND (1" MAX) 1/8" JOINT TYP., FILL WITH POLYMERIC SAND, COLOR TO MATCH PAVER PEDESTRIAN PAVERS CScale: 1 1/2" = 1'-0" COMPACTED SUBGRADE, REF. GEOTECH REPORT MIRIFI 140N FILTER FABRIC (WRAP UP SIDES) 1/8" JOINT TYP., FILL WITH GRAY POLYMERIC SAND 1" CONCRETE SLAB, MIN. THICKNESS 4" PERMALOCK STRUCTUREDGE (OR EQUAL)BEDDING SAND C-1 PEDESTRIAN PAVER (TYP.)1"CONCRETE FOOTING RE: STRUCTURAL DRAWINGS COMPACTED SUBGRADE FINISHED GRADE - CONCRETE POOL DECK COLUMN EMBED BASE PLATE RE: STRUCTURAL DRAWINGS 8 x 8 CEDAR POST 2 x 12 CEDAR BEAM 2 x 4 CEDAR SLAT SHADE CANOPY FRAMING PLAN DScale 1/2" = 1' - 0" EXPANSION JOINTSAWCUT JOINTCOLD JOINT CONCRETE PAVING JOINTS DScale: 3/4"=1'-0" #4 SMOOTH DOWEL @ 18" O.C., COAT ONE END TO PREVENT BOND JOINT SEALANT NON-EXTRUDED, BITUMINOUS-TYPE, RESILIENT FILLER 1 2" MAX 14"18""T"1 4"14 "T"1 4"14 "T"ELASTOMERIC CAULK NEW EXISTING SAMARITAN'SPURSECITY OF COPPELLDALLAS COUNTY, TEXAS©3/10/20263479 MICHAEL F. POLASKI Not for construction or permit purposes. FOR REVIEW ONLY P.L.A. L.A. No.Date HARDSCAPE DETAILSLH 3.02 62 LEVEL 10" LEVEL 2 16'-0" LEVEL 332'-0" 23456 1 10'-0"8"8'-4"7'-0"8"8'-4"7'-0"8"9'-6"8"16'-0"16'-0"20'-10"56'-5"8"8"8"8"8"1" INSULATED, TINTED GLASS IN BLACK ANODIZED ALUMINUM STOREFRONT MODULAR BRICK VENEER PRE-MANUFACTURED, BLACK ANODIZED ALUMINUM CANOPY W/ SOLID SOFFIT MODULAR BRICK VENEER SOLDIER COURSE, TYP. ROOF LINE SHOWN DASHED STUCCO W/ 3/4" REVEALS, TEXTURE PTD. TOWER FEATURE WITH PRE- FINISHED METAL ROOF ON METAL STUD FRAMING B D A D A D A D C H.M. PERSONNEL DOOR, PTD. TO MATCH WALL, TYP. 120'-0" 5.8 LEVEL 10" LEVEL 216'-0" LEVEL 3 32'-0" 2 3 4 5 61 8"9'-6"8"15'-4"8"15'-4"8"10'-0"20'-10"16'-0"16'-0"56'-5"B D A D A D A D C 1" INSULATED, TINTED GLASS IN BLACK ANODIZED ALUMINUM STOREFRONT MODULAR BRICK VENEER PRE-MANUFACTURED, BLACK ANODIZED ALUMINUM CANOPY W/ SOLID SOFFIT MODULAR BRICK VENEER SOLDIER COURSE, TYP. ROOF LINE SHOWN DASHED STUCCO W/ 3/4" REVEALS, TEXTURE PTD.TOWER FEATURE WITH PRE- FINISHED METAL ROOF ON METAL STUD FRAMING 8"8"8"5.8 120'-0" MATERIAL SCHEDULE AFIELD - BRICK ASPEN WHITE SMOOTH BACCENT - BRICK BELGIAN GREY SMOOTH CACCENT - TEXTURE PAINTEDSW 7674 PEPPERCORN DACCENT - BRICKCHARCOAL KLAYCOAT FACADE MATERIAL CALCULATIONS NORTH ELEVATION MAT. TYPEAREA (SF)% OF NET FACADE SOUTH ELEVATION MAT. TYPEAREA (SF)% OF NET FACADE TOTAL FACADETOTAL FACADE GLAZING NET FACADENET FACADE ANODIZED METAL PTD. STUCCO PTD. METAL DOORS PTD. BRICK 6,3796,379 1,719 4,6604,660 70 646 0 3,944 27% OF TOTAL 1.5% 13.9% 0% 84.6% TOTAL FACADETOTAL FACADE GLAZING NET FACADENET FACADE ANODIZED METAL PTD. STUCCO PTD. METAL DOORS PTD. BRICK 6,3796,379 1,719 4,6604,660 70 646 0 3,944 27% OF TOTAL 1.5% 13.9% 0% 84.6% EAST ELEVATION MAT. TYPEAREA (SF)% OF NET FACADE WEST ELEVATION MAT. TYPEAREA (SF)% OF NET FACADE 4,5304,530 1,414 3,1163,116 177 585 0 2,354 31.2% OF TOTAL 5.7% 18.8% 0% 75.5% 4,4574,457 1,040 3,4173,417 4 0 24 3,389 TOTAL FACADETOTAL FACADE GLAZING NET FACADENET FACADE ANODIZED METAL PTD. STUCCO PTD. METAL DOORS PTD. BRICK TOTAL FACADETOTAL FACADE GLAZING NET FACADENET FACADE ANODIZED METAL PTD. STUCCO PTD. METAL DOORS PTD. BRICK 23% OF TOTAL .1% 0% .7% 99.2%REVIEW ONLYNOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTIONpross design group, incorporated5310 Harvest Hill Road, Suite 180, Dallas, Texas 75230. 972/759-1400job no sheetTHIS DOCUMENT AND THE DESIGNS CONTAINED THEREIN REMAINS THE PROPERTY OF PROSS DESIGN GROUP, INC. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF PROSS DESIGN GROUP© 2026drawn:checkeddateOFFICE BUILDINGCOPPELL, TEXASROBERT PROSSSAMARITAN'S PURSEC:\Users\pdg5\Documents\PDG LOCAL PROJECT FILES\2538 ARCH CENTRAL R26_PDG-SFrizzell.rvt3/9/2026 2:17:33 PM2538 A3.0SF 03/09/2026SCALE: 1/8" = 1'-0"1 NORTH ELEVATION SCALE: 1/8" = 1'-0"2 SOUTH ELEVATION #DATEDESCRIPTION63 LEVEL 1 0" LEVEL 216'-0" LEVEL 332'-0" BCD A 1" INSULATED, TINTED GLASS IN BLACK ANODIZED ALUMINUM STOREFRONT MODULAR BRICK VENEER PRE-MANUFACTURED, BLACK ANODIZED ALUMINUM CANOPY W/ SOLID SOFFIT MODULAR BRICK VENEER SOLDIER COURSE, TYP. ROOF LINE SHOWN DASHED STUCCO W/ 3/4" REVEALS, TEXTURE PTD. TOWER FEATURE WITH PRE-FINISHED METAL ROOF ON METAL STUD FRAMING PRE-MANUFACTURED, BLACK ANODIZED ALUMINUM SUNSCREEN CONCEPTUAL, PRE-FINISHED BUILDING SIGNAGE 8"9'-6"8"15'-4"8"15'-4"8"10'-0"20'-10"16'-0"16'-0"57'-7"8"8"8"8"B D A D A D A D 84'-0" 24" TALL, PRE-FINISHED ALUMINUM BUILDING NUMBER SIGNAGE LEVEL 10" LEVEL 216'-0" LEVEL 332'-0" structure 47'-0" B C DA 1" INSULATED, TINTED GLASS IN BLACK ANODIZED ALUMINUM STOREFRONT MODULAR BRICK VENEER PRE-MANUFACTURED, BLACK ANODIZED ALUMINUM CANOPY W/ SOLID SOFFIT MODULAR BRICK VENEER SOLDIER COURSE, TYP. ROOF LINE SHOWN DASHED H.M PERSONNEL DOOR, PTD TO MATCH WALL, TYP. INTERIOR DOWNSPOUTS SHOWN DASHED, TYP.8"9'-6"8"15'-4"8"15'-4"8"10'-0"5'-10"15'-0"16'-0"16'-0"52'-10"8"8"8"8"B D A D A D A D 84'-0" MATERIAL SCHEDULE AFIELD - BRICK ASPEN WHITE SMOOTH BACCENT - BRICK BELGIAN GREY SMOOTH CACCENT - TEXTURE PAINTEDSW 7674 PEPPERCORN DACCENT - BRICKCHARCOAL KLAYCOAT FACADE MATERIAL CALCULATIONS NORTH ELEVATION MAT. TYPEAREA (SF)% OF NET FACADE SOUTH ELEVATION MAT. TYPEAREA (SF)% OF NET FACADE TOTAL FACADETOTAL FACADE GLAZING NET FACADENET FACADE ANODIZED METAL PTD. STUCCO PTD. METAL DOORS PTD. BRICK 6,3796,379 1,719 4,6604,660 70 646 0 3,944 27% OF TOTAL 1.5% 13.9% 0% 84.6% TOTAL FACADETOTAL FACADE GLAZING NET FACADENET FACADE ANODIZED METAL PTD. STUCCO PTD. METAL DOORS PTD. BRICK 6,3796,379 1,719 4,6604,660 70 646 0 3,944 27% OF TOTAL 1.5% 13.9% 0% 84.6% EAST ELEVATION MAT. TYPEAREA (SF)% OF NET FACADE WEST ELEVATION MAT. TYPEAREA (SF)% OF NET FACADE 4,5304,530 1,414 3,1163,116 177 585 0 2,354 31.2% OF TOTAL 5.7% 18.8% 0% 75.5% 4,4574,457 1,040 3,4173,417 4 0 24 3,389 TOTAL FACADETOTAL FACADE GLAZING NET FACADENET FACADE ANODIZED METAL PTD. STUCCO PTD. METAL DOORS PTD. BRICK TOTAL FACADETOTAL FACADE GLAZING NET FACADENET FACADE ANODIZED METAL PTD. STUCCO PTD. METAL DOORS PTD. BRICK 23% OF TOTAL .1% 0% .7% 99.2% FRONT OF BUILDING REVIEW ONLYNOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTIONpross design group, incorporated5310 Harvest Hill Road, Suite 180, Dallas, Texas 75230. 972/759-1400job no sheetTHIS DOCUMENT AND THE DESIGNS CONTAINED THEREIN REMAINS THE PROPERTY OF PROSS DESIGN GROUP, INC. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF PROSS DESIGN GROUP© 2026drawn:checkeddateOFFICE BUILDINGCOPPELL, TEXASROBERT PROSSSAMARITAN'S PURSEC:\Users\pdg5\Documents\PDG LOCAL PROJECT FILES\2538 ARCH CENTRAL R26_PDG-SFrizzell.rvt3/9/2026 2:17:38 PM2538 A3.1SF 03/09/2026SCALE: 1/8" = 1'-0"1 EAST ELEVATION SCALE: 1/8" = 1'-0"2 WEST ELEVATION #DATEDESCRIPTION64 BRICK VENEER - GLEN-GERY EMPORIUM SERIES - ASPEN WHITE SMOOTH BRICK VENEER - GLEN-GERY EMPORIUM SERIES - BELGIAN GREY SMOOTH STUCCO - PAINTED SHERWIN WILLIAMS - SW 7674 PEPPERCORN BRICK VENEER - GLEN-GERY DESIGNER KLAYCOAT SERIES - CHARCOAL KLAYCOAT STANDING SEAM METAL ROOF PAC CLAD - GRAPHITE BLACK ANODIZED STOREFRONT, CANOPIES, & SUNSCREENS STOREFRONT - YKK, CANOPIES/SUNSCREENS - AVADEK I" INSULATED TINTED GLASS VITRO - SOLARBAN 60 REVIEW ONLYNOT FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTIONpross design group, incorporated5310 Harvest Hill Road, Suite 180, Dallas, Texas 75230. 972/759-1400job no sheetTHIS DOCUMENT AND THE DESIGNS CONTAINED THEREIN REMAINS THE PROPERTY OF PROSS DESIGN GROUP, INC. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IT IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF PROSS DESIGN GROUP© 2026drawn:checkeddateOFFICE BUILDINGCOPPELL, TEXASROBERT PROSSSAMARITAN'S PURSEC:\Users\pdg5\Documents\PDG LOCAL PROJECT FILES\2538 ARCH CENTRAL R26_PDG-SFrizzell.rvt3/9/2026 2:17:42 PM2538 A3.2SF 03/09/2026#DATEDESCRIPTIONMATERIAL BOARD 65 Master City of Coppell, Texas 255 E. Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2026-0154 File ID: Type: Status: 2026-0154 Agenda Item Agenda Ready 1Version: Reference: In Control: Planning and Zoning Commission 03/13/2026File Created: Final Action: Samaritan's Purse ReplatFile Name: Title: PUBLIC HEARING: Consider approval of Samaritan’s Purse Addition, Lot 1R & 2, Block A, Replat, a plat request to create two lots. Extending Lot 1R south of the existing Planned Development to be used for additional parking and the existing gas well site on Lot 2, on approximately 27.6 acres of land located on the west side of Creekview Drive, approximately 525 feet north of Bethel Road, at the request of Fellowship Church, F.K.A. Fellowship Las Colinas, being represented by Kelsey Campbell, Kimley-Horn & Associates. STAFF REP.: Mary Paron-Boswell Notes: Sponsors: Enactment Date: Staff Report.pdf, 1. Replat.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: Text of Legislative File 2026-0154 Title PUBLIC HEARING: Consider approval of Samaritan’s Purse Addition, Lot 1R & 2, Block A, Replat, a plat request to create two lots. Extending Lot 1R south of the existing Planned Development to be used for additional parking and the existing gas well site on Lot 2, on approximately 27.6 acres of land located on the west side of Creekview Drive, approximately 525 feet north of Bethel Road, at the request of Fellowship Church, F.K.A. Fellowship Las Colinas, being represented by Kelsey Campbell, Kimley-Horn & Associates. STAFF REP.: Mary Paron-Boswell Summary Page 1City of Coppell, Texas Printed on 3/13/2026 66 Master Continued (2026-0154) Page 2City of Coppell, Texas Printed on 3/13/2026 67 ITEM # 10 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Samaritan’s Purse Fellowship Addition, Replat, Lots 1R and 2, Block A P&Z HEARING DATE: March 19, 2026 STAFF REP.: Mary Paron-Boswell, Sr. Planner LOCATION: NWQ Creekview Drive and West Bethel Road SIZE OF AREA: 27.557 acres of property CURRENT ZONING: PD-296R-LI REQUEST: To create two lots which includes extending Lot 1 south of the existing Planned Development to be used for additional parking and Lot 2 will consist of the existing gas well site and the remainder of the existing tract. APPLICANT: Owner: Owner: Samaritans’s Purse Fellowship Church Engineer: Kimley-Horn & Associates HISTORY: All of the property was once owned by Fellowship Church. A portion was sold to Samaritan’s purse and developed as their office warehouse. A portion of the adjacent tract is a gas well that will remain. HISTORIC COMMENT: The property has no known historical significance. TRANSPORTATION: Creekview Drive is two lane road within a 60-ft right-of-way. SURROUNDING LAND USE & ZONING: North: Fellowship Church Parking Lot; LI South: Office Warehouse; LI East: Office Warehouse; LI West: City of Grapevine – Office Warehouse COMPREHENSIVE PLAN: The Amended Coppell 2030 Comprehensive Master Plan shows this property as Industrial Special District. 68 ITEM # 10 Page 2 of 2 DISCUSSION: This plat request is a companion item to the Lot 1R, Block A, Samaritan’s Purse Planned Development zoning case. The plat will replat the existing lot to include the fire lanes for the site plan for the 14,480-sf commercial building and extend south to incorporate additional parking and a separate lot for the gas well. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending approval of Samaritan’s Purse Fellowship Addition, Replat, Lots 1R and 2, Block A subject to the following conditions: 1. Additional comments may be generated upon detail engineering permit reviews. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ATTACHMENTS: 1. Replat 69 LOT 1, LOT 2, LOT 3, BLOCK A, FREEPORT NORTH VOL. 2000102, PG. 4826 D.R.T.C.T. LOT 2, BLOCK A LOT 3, BLOCK A LOT 3, BLOCK 3, FREEPORT NORTH VOL. 2004111, PG. 141 D.R.D.C.T. LOT 3, BLOCK 1, FELLOWSHIP OF LAS COLINAS ADDITION INST. NO. D204381646 P.R.T.C.T. LOT 1, BLOCK 1, THE TRADE GROUP INST. NO. D219096601 P.R.T.C.T. DCT FELLOWSHIP WEST ADDITION, LOT 1, BLOCK 1 INST. NO. 201600117181 O.P.R.D.C.T. DCT FELLOWSHIP WEST PHASE II INST. NO. D219220973 P.R.T.C.T. JAMES GIBSON SURVEY ABSTRACT NO. 586 WILLIAM K. PAYNE SURVEY ABSTRACT NO. 1140CREEKVIEW DRIVE(60' R.O.W.)REMAINDER OF CALLED 159.788 ACRES FELLOWSHIP OF LAS COLINAS VOL. 11578, PG. 1111 D.R.T.C.T. VOL. 94091, PG. 1680 D.R.T.C.T. PORTION OF CALLED 159.788 ACRES FELLOWSHIP OF LAS COLINAS VOL. 11578, PG. 1111 D.R.T.C.T. VOL. 94091, PG. 1680 D.R.D.C.T. XF 5/8" IRFC (ILLEGIBLE) APPROXIMATE LOCATION OF ABSTRACT LINE APPROXIMATE LOCATION OF ABSTRACT LINE CITY OF GRAPEVINECITY OF COPPELL60.0' 60.0' THE TRADE GROUP, INC. DRAINAGE EASEMENT INST. NO. D219219125 O.P.R.T.C.T. SAMARITAN'S PURSE DRAINAGE EASEMENT INST. NO. 201800267884 O.P.R.T.C.T. SAMARITAN'S PURSE DRAINAGE EASEMENT INST. NO. 201800267884 O.P.R.T.C.T. SAMARITAN'S PURSE DRAINAGE EASEMENT INST. NO. 201800267884 O.P.R.T.C.T. APPROXIMATE LOCATION OF TEXAS MIDSTREAM GAS SERVICES, LLC RIGHT OF WAY INST. NO. 20080152586 O.P.R.D.C.T. BASED UPON TEXAS RAILROAD COMMISSION GIS MAP (LOCATION OF EXISTING PIPELINE HAS NOT BEEN FIELD VERIFIED) DCT FREEPORT WEST LLC SANITARY SEWER EASEMENT INST. NO. D215188655 O.P.R.T.C.T. DCT FREEPORT WEST LLC DRAINAGE EASEMENT INST. NO. D215188655 O.P.R.T.C.T. 30' TEXAS MIDSTREAM GAS SERVICES, LLC RIGHT OF WAY INST. NO. 20080107097 O.P.R.D.C.T. TRACT A CITY OF GRAPEVINE DRAINAGE EASEMENT VOL. 8792, PG. 996 D.R.T.C.T. LOT 2, BLOCK A 14.778 ACRES 643,712 SQ. FT. PORTION OF CALLED 159.788 ACRES FELLOWSHIP OF LAS COLINAS VOL. 11578, PG. 1111 D.R.T.C.T. VOL. 94091, PG. 1680 D.R.D.C.T. LOT 3, BLOCK 1, FELLOWSHIP OF LAS COLINAS ADDITION INST. NO. D204381646 P.R.T.C.T. CALLED 0.927 ACRE CITY OF COPPELL, TEXAS VOL. 2000090, PG. 8353 D.R.T.C.T. 60.0' 60. 0 ' RIGHT OF WAY DEDICATION VOL. 84203, PG. 1835 D.R.T.C.T. LOT 1, LOT 2, LOT 3, BLOCK A, FREEPORT NORTH VOL. 2000102, PG. 4826 D.R.T.C.T. SAMARITANS PURSE FELLOWSHIP ADDITION, LOT 1, BLOCK A INST. NO. 201900024814 O.P.R.D.C.T. JAMES GIBSON SURVEY ABSTRACT NO. 1716 PORTION OF CALLED 159.788 ACRES FELLOWSHIP OF LAS COLINAS VOL. 11578, PG. 1111 D.R.T.C.T. VOL. 94091, PG. 1680 D.R.D.C.T. LOT 2, BLOCK A 14.778 ACRES 643,712 SQ. FT. S89°59'31"W 323.10'50.00'1118.79'S0°58'11"E390.12'S89°28'02"W 233.26' APPROXIMATE LIMIT OF ZONE "AE" AS SCALED FROM F.I.R.M. APPROXIMATE LIMIT OF ZONE "AE" AS SCALED FROM F.I.R.M. APPROXIMATE LOCATION OF ABSTRACT LINE WILLIAM K. PAYNE SURVEY ABSTRACT NO. 1140 CREEKVIEW DRIVE (60' R.O.W.) 1/2" IRF 1/2" IRFC "SPIARS ENG" IRSC IRSC 1/2" IRF BEARS N 6°21' W 0.43' 1/2" IRFC "PACHECO KOCH" IRSC PFC PFC PFC PFC PFC PFC PFC PFC PFC PFC PFC PFC PFC IRSC IRSC APPROXIMATE CENTERLINE OF COTTONWOOD BRANCH APPROXIMATE CENTERLINE OF COTTONWOOD BRANCHCITY OF GRAPEVINECITY OF COPPELLIRSC RIGHT OF WAY DEDICATION VOL. 84203, PG. 1835 D.R.T.C.T. LOT 2, BLOCK 1, FELLOWSHIP OF LAS COLINAS ADDITION VOL. 99028, PG. 27 D.R.D.C.T. FREEPORT NORTH ADDITION, LOT 2R, BLOCK 3 INST. NO. 201400241534 O.P.R.D.C.T. L1 L 2 L3L4 L5L6L7L8L9L10L11 APPROXIMATE LOCATIONOF 20' CHESAPEAKEEXPLORATION, LLCELECTRIC LINE EASEMENTINST. NO. D208402282O.P.R.T.C.T.BASED UPON OBSERVEDMARKINGS BY OTHERSP.O.B. IRSC LOT 1R, BLOCK A 12.779 ACRES 556,661 SQ. FT. IRSC IRSCS0°31'39"E611.92'S0°41'16"E224.07'∆=20°56'56" R=455.00' L=166.36' CB=S9°47'13"W C=165.43'S0°41'15"E1168.79'S89°28'02"W 598.20'N0°11'25"E1389.13'N0°51'27"E178.34'R=588.50'∆=73°08'01"L=751.17'CB=N37°25'27"EC=701.21'N73°59' 2 8 " E 177.42' N52° 1 6'2 3" E 121.1 6'N29°01'46"E179.75'N12°02'50"E451.14'SAMARITAN'S PURSE DRAINAGE EASEMENT INST. NO. 201800267884 O.P.R.T.C.T.213.23'398.69'M.F.F.E. = 525.00' M.F.F.E. = 525.00' PREVIOUS LOT LINE DEED LINE 10' B.L. INST. NO. 201900024814 O.P.R.D.C.T. 10' B.L. INST. NO. 201900024814 O.P.R.D.C.T. 60' B.L. INST. NO. 201900024814 O.P.R.D.C.T.10' B.L.INST. NO. 201900024814O.P.R.D.C.T.20' PUBLIC DRAINAGE EASEMENT & EROSION HAZARD SETBACK INST. NO. 201900024814 O.P.R.D.C.T.PUBLIC WATER EASEMENTINST. NO. 201900024814O.P.R.D.C.T.PUBLIC WATER EASEMENT INST. NO. 201900024814 O.P.R.D.C.T. 24' FIRE LANE EASEMENT INST. NO. 201900024814 O.P.R.D.C.T. CITY ACCESS EASEMENT INST. NO. 201900024814 O.P.R.D.C.T. 30' TEXAS MIDSTREAM GAS SERVICES, LLC RIGHT OF WAY INST. NO. 20080107097 O.P.R.D.C.T. ONCOR ELECTRIC DELIVERY COMPANY LLC EASEMENT INST. NO. 201900121669 O.P.R.D.C.T. FIRE LANE EASEMENT 24' ACCESS EASEMENT 33.81'334.07'IRSC349.50'C1 L12C2L13C3L14 24.00' L15 C4 C10 L21 C12L22L23L24L25L26 L27C1 3 L28 16.98'24.00'L16 C5 L17L18C6L19C7L20C8C 9 C11L29C14L3015' PRIVATE DRAINAGE EASEMENT INST. NO. __________ O.P.R.D.C.T. LINE TABLE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 BEARING S64°11'47"W S44°10'11"E S07°38'25"E S27°20'41"W S01°42'23"W S14°48'38"E S10°24'27"E S16°16'50"W S32°08'47"W S43°42'43"W LENGTH 92.72' 48.56' 92.80' 91.78' 93.60' 103.09' 90.46' 72.24' 119.08' 115.58' LINE TABLE NO. L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 BEARING S56°49'41"W S89°18'45"W N83°57'16"W S89°01'49"W N89°01'49"E N83°57'16"W S89°18'45"W N00°41'15"W N13°45'22"W N00°41'15"W LENGTH 108.76' 42.57' 80.35' 61.91' 61.91' 80.35' 42.57' 62.06' 36.87' 0.97' LINE TABLE NO. L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 BEARING N89°24'54"E N00°27'00"W N89°33'00"E S00°27'00"E S00°30'33"E S89°24'54"W N00°30'33"W S89°24'54"W N13°45'22"W N00°41'15"W LENGTH 74.92' 20.07' 20.00' 20.06' 99.90' 20.00' 22.89' 74.96' 36.87' 62.06' CURVE TABLE NO. C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 DELTA 36°34'14" 6°43'59" 7°00'55" 7°00'55" 6°43'59" 13°04'08" 13°04'07" 90°25'53" 90°25'53" 36°36'49" 13°36'07" 89°51'54" 84°04'45" 13°04'08" RADIUS 25.00' 174.00' 126.00' 150.00' 150.00' 76.00' 104.00' 30.00' 54.00' 25.00' 80.00' 28.00' 28.00' 100.00' LENGTH 15.96' 20.45' 15.43' 18.37' 17.63' 17.34' 23.72' 47.35' 85.23' 15.98' 18.99' 43.92' 41.09' 22.81' CHORD BEARING N72°34'12"W S87°19'15"E N87°27'43"W N87°27'43"W S87°19'15"E N07°13'17"W S07°13'18"E N45°22'10"W N45°22'10"W N71°00'21"E S06°57'17"E S44°28'57"W S48°32'44"E N07°13'18"W CHORD 15.69' 20.44' 15.42' 18.35' 17.62' 17.30' 23.67' 42.59' 76.65' 15.71' 18.95' 39.55' 37.50' 22.76'DWG NAME: K:\FRI_SURVEY\060074900-SAMARITAN PURSE COPPELL\DWG\060074900 REPLAT.DWG PLOTTED BYGUNAWAN, SYLVIANA 3/10/2026 10:41 AM LAST SAVED3/9/2026 6:44 PM Copyright © 2026 Kimley-Horn and Associates, Inc. All rights reservedScale Drawn by SG1" = 100' Checked by Date Project No.Sheet No. Frisco, Texas 75034 6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580 Fax No. (972) 335-3779FIRM # 10193822 KHA 060074900 1 OF 2 GRAPHIC SCALE IN FEET 0100 50 100 200 1" = 100'@ 24X36 NORTH NOTES: 1.All bearings shown are based on grid north of the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999863513. 2.According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48113C0135K, for Dallas County, Texas and incorporated areas, dated July 7, 2014, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain. If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. N.T.S.VICINITY MAP NORTH SITE CREEKVIEW CREEKVIEWS. ROYALS. ROYALW. BETHELBASS PRO STATE HIGHWAY 12126 2499 FAIRWAYIRON ROD FOUNDIRF LEGEND IRON ROD FOUND WITH CAPIRFC 5/8" IRON ROD WITH CAP STAMPED "KHA" SET IRSC "X" CUT FOUNDXF BUILDING LINEBL INSTRUMENT No.INST. VOLUMEVOL. PAGEPG. DEED RECORDS, DALLAS COUNTY, TEXASDRDCT MAP RECORDS, DALLAS COUNTY, TEXASMRDCT OFFICIAL PUBLIC RECORDS, DALLAS COUNTY, TEXASOPRDCT UTILITY EASEMENTU.E. ABSTRACT LINE BOUNDARY LINE EASEMENT LINE BUILDING SETBACK CITY LIMIT LINE ADJACENT PROPERTY LINE POINT FOR CORNERPFC OWNER: FELLOWSHIP CHURCH, F.K.A. FELLOWSHIP OF LAS COLINAS 2450 N. STATE HIGHWAY 121 GRAPEVINE, TEXAS 76051 TEL: (214) 908-1550 CONTACT: BRAD STOVALL OWNER: SAMARITAN'S PURSE c/o PROVIDENT COMPANY, INC. P.O. BOX 1790 COPPELL, TEXAS 75019 TEL: (214) 215-9400 CONTACT: GREGORY K. YANCEY ENGINEER: KIMLEY-HORN & ASSOCIATES 6160 WARREN PARKWAY, SUITE 210 FRISCO, TEXAS 75034 TEL:(972) 335-3580 CONTACT: KELSEY CAMPBELL, P.E. Mar. 2026 REPLAT SAMARITAN'S PURSE FELLOWSHIP ADDITION, LOTS 1R AND 2, BLOCK A 27.557 ACRES A PORTION BEING A REPLAT OF SAMARITANS PURSE FELLOWSHIP ADDITION, LOT 1, BLOCK A JAMES GIBSON SURVEY, ABSTRACT NO. 1715 CITY OF COPPELL, DALLAS COUNTY, TEXAS 70 DWG NAME: K:\FRI_SURVEY\060074900-SAMARITAN PURSE COPPELL\DWG\060074900 REPLAT.DWG PLOTTED BYGUNAWAN, SYLVIANA 3/10/2026 10:41 AM LAST SAVED3/9/2026 6:44 PM Copyright © 2026 Kimley-Horn and Associates, Inc. All rights reservedScale Drawn by SGN/A Checked by Date Project No.Sheet No. Frisco, Texas 75034 6160 Warren Parkway, Suite 210 Tel. No. (972) 335-3580 Fax No. (972) 335-3779FIRM # 10193822 KHA Mar. 2026 060074900 2 OF 2 OWNER: FELLOWSHIP CHURCH, F.K.A. FELLOWSHIP OF LAS COLINAS 2450 N. STATE HIGHWAY 121 GRAPEVINE, TEXAS 76051 TEL: (214) 908-1550 CONTACT: BRAD STOVALL OWNER: SAMARITAN'S PURSE c/o PROVIDENT COMPANY, INC. P.O. BOX 1790 COPPELL, TEXAS 75019 TEL: (214) 215-9400 CONTACT: GREGORY K. YANCEY ENGINEER: KIMLEY-HORN & ASSOCIATES 6160 WARREN PARKWAY, SUITE 210 FRISCO, TEXAS 75034 TEL:(972) 335-3580 CONTACT: KELSEY CAMPBELL, P.E. Floodplain Development Permit Application No. _____________ has been filed with the City o Coppell floodplain administrator on ______________________, 2026. ___________________________________________________ Floodplain Administrator Date APPROVED AND ACCEPTED: __________________________________________________ Chairman, Planning and Zoning Commission Date City of Coppell, Texas The undersigned, the Planning and Zoning Commission Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of SAMARITAN'S PURSE FELLOWSHIP ADDITION, LOTS 1R AND 2, BLOCK A, an addition to the City of Coppell, was submitted to the Planning and Zoning Commission on the ______ day of ________________, 20___, and the Planning and Zoning Commission, by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public access, and water and sewer lines, as shown and set forth in and any upon said plat, and said Chairman to note the acceptance thereof by signing his name as hereinabove subscribed. Witness my hand this _____ day of _________________, A.D., 20_____. ____________________________________ Planning and Zoning Commission Secretary, City of Coppell, Texas I, Kelsey Campbell, P.E., verify that all franchise utilities have each been contacted and provided a copy of the plat and development proposal and all franchise utility easements and/or abandonments are currently shown. ___________________________________ Kelsey Campbell, P.E. Registered Professional Engineer OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF DALLAS § WHEREAS FELLOWSHIP CHURCH FORMERLY KNOWN AS FELLOWSHIP OF LAS COLINAS AND SAMARITAN'S PURSE, are the sole owners of a tract of land situated in the James Gibson Survey, Abstract No. 1716, City of Coppell, Dallas County, Texas, and being a portion of a called 159.788 acre tract of land described in a deed to Fellowship of Las Colinas, as recorded in Volume 11578, Page 1111 of the Deed Records of Tarrant County, Texas, and in Volume 94091, Page 1680 of the Deed Records of Denton County, Texas, and being all of Samaritans Purse Fellowship Addition, Lot 1, Block A, according to the Minor Plat thereof recorded in Instrument No. 201900024814 of the Official Public Records of Dallas County, Texas, and being more particularly described as follows: BEGINNING at an “X” cut in concrete found for the northeast corner of DCT Fellowship West Addition, Lot 1, Block 1, according to the plat thereof recorded in Instrument No. 201600117181 of the Official Public Records of Dallas County, Texas, same being on the westerly right of way line of Creekview Drive, a 60 foot wide right of way; THENCE South 89°28'02" West, departing the westerly right of way line of said Creekview Drive, along the northerly line of said DCT Fellowship West Addition, Lot 1, Block 1, a distance of 598.20 feet to the northwest corner of said DCT Fellowship West Addition, Lot 1, Block 1, common to the southerly northeast corner of DCT Fellowship West Phase II, according to the plat thereof recorded in Instrument No. D219220973 of the Plat Records of Tarrant County, Texas, same being in the approximate county line between Dallas and Tarrant Counties, the approximate city limit line between the City of Coppell and the City of Grapevine, and the approximate survey abstract line between the James Gibson Survey, Abstract No. 586, Tarrant County and the James Gibson Survey, Abstract No. 1716, Dallas County, from which, a 1/2 inch iron rod found for witness bears North 06°21' West, 0.43 feet; THENCE North 00°11'25" East, along said approximate county, city limit and survey abstract lines and crossing said 159.788 acre tract, a distance of 1,389.13 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for the southeast corner of Lot 3, Block 1, Fellowship of Las Colinas Addition, according to the plat thereof recorded in Instrument No. D204381646 of the Plat Records of Tarrant County, Texas; THENCE North 00°51'27" East, departing said approximate county, city limit and survey abstract lines, and along the easterly line of said Lot 3, Block 1, a distance of 178.34 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set at the beginning of a tangent curve to the right with a radius of 588.50 feet, a central angle of 73°08'01", and a chord bearing and distance of North 37°25'27" East, 701.21 feet; THENCE in a northerly direction continuing along the easterly line of said Lot 3, Block 1, with said tangent curve to the right, an arc distance of 751.17 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner; THENCE North 73°59'28" East, continuing along the easterly line of said Lot 3, Block 1 and along the southerly line of Lot 2, Block 1, Fellowship of Las Colinas Addition, according to the plat thereof recorded in Volume 99028, Page 27 of the Deed Records of Dallas County, Texas, a distance of 177.42 feet to a 1/2 inch iron rod found for the southeast corner of said Lot 2, same being on the westerly line of Lot 2R, Block 3 of Freeport North Addition, Lot 2R, Block 3, according to the plat thereof recorded in Instrument No. 201400241534 of the Official Public Records of Dallas County, Texas and the easterly line of said 159.788 acre tract; THENCE South 00°31'39" East, along the westerly line of said Lot 2R and the westerly line of Lot 3, Block 3, Freeport North, according to the plat thereof recorded in Volume 2004111, Page 141 of the Deed Records of Dallas County, Texas, the easterly line of said 159.788 acre tract, and the easterly line of said Samaritan Purse Fellowship Addition, a distance of 611.92 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner; THENCE South 00°41'16" East, continuing along the westerly line of said Lot 3, Block 3 and the easterly line of said Samaritan Purse Fellowship Addition, a distance of 224.07 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for the southwest corner of said Lot 3, Block 3, common to a southeast corner of said Samaritan Purse Fellowship Addition, same being on the westerly right of way line of aforesaid Creekview Drive, and at the beginning of a non-tangent curve to the left with a radius of 455.00 feet, a central angle of 20°56'56", and a chord bearing and distance of South 09°47'13" West, 165.43 feet; THENCE in a southerly direction continuing along the easterly line of said Samaritan Purse Fellowship Addition and along the westerly right of way line of said Creekview Drive, with said non-tangent curve to the left, an arc distance of 166.36 feet to a 5/8 inch iron rod with plastic cap stamped “KHA” set for corner; THENCE South 00°41'15” East, continuing along the easterly line of said Samaritan Purse Fellowship Addition and the westerly right of way line of said Creekview Drive, passing en route the southeast corner of said Samaritan Purse Fellowship Addition, and continuing along the same course, for a total distance of 1,168.79 feet to the POINT OF BEGINNING and containing 27.557 acres (1,200,372 square feet) of land, more or less. SURVEYOR'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § I, Sylviana Gunawan, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an actual on the ground survey of the land; and the monuments shown hereon were found and/or placed under my personal supervision in accordance with the platting and rules and regulations of the City of Coppell, Texas. ______________________________________ Sylviana Gunawan Registered Professional Land Surveyor No. 6461 Kimley-Horn and Associates, Inc. 6160 Warren Pkwy., Suite 210 Frisco, Texas 75034 Ph. 972-335-3580 sylviana.gunawan@kimley-horn.com STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned authority in and for Collin County, Texas, on this day personally appeared Sylviana Gunawan, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that she is authorized to execute the foregoing instrument for the purposes and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ______ day of __________, 20___. ____________________________________ Notary Public in and for the State of Texas ___________________________________ Printed Name My Commission Expires: ________________ PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT FELLOWSHIP CHURCH AND SAMARITAN'S PURSE, do hereby adopt this plat designating the hereinabove described property as SAMARITAN'S PURSE FELLOWSHP ADDITION, LOTS 1R AND 2, BLOCK A, an addition to the City of Coppell, Texas, and do hereby dedicate, in fee simple, to the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). Water main and wastewater easements shall also include additional areas of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. WITNESS, my hand, this the ______ day of _________________________, 20___. FELLOWSHIP CHURCH, a Texas non-profit corporation By: ______________________________________ Name: ___________________________________ Title: _____________________________________ STATE OF TEXAS § COUNTY OF ____________§ BEFORE ME, the undersigned authority in and for _____________ County, Texas, on this day personally appeared _________________________, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he/she is _______________________________, and that he/she is authorized to execute the foregoing instrument for the purposes and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ______ day of __________, 20___. ____________________________________ Notary Public in and for the State of Texas ___________________________________ Printed Name My Commission Expires: ________________ WITNESS, my hand, this the ______ day of _________________________, 20___. SAMARITAN'S PURSE, a North Carolina non-profit corporation By: ______________________________________ Name: ___________________________________ Title: _____________________________________ STATE OF NORTH CAROLINA § COUNTY OF ___________________§ BEFORE ME, the undersigned authority in and for _____________ County, North Carolina, on this day personally appeared _________________________, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he/she is _______________________________, and that he/she is authorized to execute the foregoing instrument for the purposes and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ______ day of __________, 20___. ________________________________________ Notary Public in and for the State of North Carolina ________________________________________ Printed Name My Commission Expires: ____________________ REPLAT SAMARITAN'S PURSE FELLOWSHIP ADDITION, LOTS 1R AND 2, BLOCK A 27.557 ACRES A PORTION BEING A REPLAT OF SAMARITANS PURSE FELLOWSHIP ADDITION, LOT 1, BLOCK A JAMES GIBSON SURVEY, ABSTRACT NO. 1715 CITY OF COPPELL, DALLAS COUNTY, TEXAS 71 Master City of Coppell, Texas 255 E. Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2026-0157 File ID: Type: Status: 2026-0157 Agenda Item Agenda Ready 1Version: Reference: In Control: Planning and Zoning Commission 03/13/2026File Created: Final Action: Old Town Addition - PD-250R26R2-HFile Name: Title: PUBLIC HEARING: Consider approval of PD-250R26R2-H, Old Town Addition, Lot4R, Block D, a zoning change request from PD-250R26R-H (Planned Development-250 Revision 26 Revised - Historic) to PD-250R26R2-H (Planned Development-250 Revision 26 Revision 2 - Historic) to revise the Detail Site Plan to allow professional or medical office in addition to the retail and restaurant uses already permitted on the first floor on 0.25 acres for property located at the 767 W. Main Street, at the request of Diana Ahmad, being represented by Bill Peck, William Peck & Associates, Inc. Architects. STAFF REP.: Matthew Steer Notes: Sponsors: Enactment Date: Staff Report.pdf, 1. Site Plan.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: Text of Legislative File 2026-0157 Title PUBLIC HEARING: Consider approval of PD-250R26R2-H, Old Town Addition, Lot4R, Block D, a zoning change request from PD-250R26R-H (Planned Development-250 Revision 26 Revised - Historic) to PD-250R26R2-H (Planned Development-250 Revision 26 Revision 2 - Historic) to revise the Detail Site Plan to allow professional or medical office in addition to the retail and restaurant uses already permitted on the first floor on 0.25 acres for property located at the 767 W. Main Street, at the request of Diana Ahmad, being represented by Bill Peck, William Peck & Associates, Inc. Architects. STAFF REP.: Matthew Steer Summary Page 1City of Coppell, Texas Printed on 3/13/2026 72 Master Continued (2026-0157) Page 2City of Coppell, Texas Printed on 3/13/2026 73 ITEM # 11 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE NO.: PD-250R26R2-H, Old Town Addition, Lot 4R, Block D P&Z HEARING DATE: March 19, 2026 C.C. HEARING DATE: April 14, 2026 STAFF REP.: Matthew Steer, AICP, Development Services Administrator LOCATION: 767 W. Main Street SIZE OF AREA: Approximately 0.25 acres of property CURRENT ZONING: PD-250R26R-H (Historic) REQUEST: A zoning change request from PD-250R26R-H (Planned Development – 250- Revision 26 Revised-Historic) to PD-250R26R2-H (Planned Development–250- Revision 26 Revision 2– Historic), to allow professional or medical office in addition to the retail and restaurant uses already permitted on the first floor. APPLICANT: Owner: Architect: Diana Ahmad William Peck William Peck & Associates, Inc. HISTORY: The Planned Development for a 10,215-square-foot, two-story mixed-use building with retail on the first floor and two residential units on the second floor was approved on August 9, 2022, on the subject property. On December 12, 2023, Council approved a plan to allow for a 775 square-foot ice cream shop and 2,359 square feet of speculative restaurant uses on the first floor. The Artsy Cakery has since occupied the 775 square foot space. HISTORIC SIGNIFICANCE: There is no historic significance associated with this property. TRANSPORTATION: West Main Street is a 21-foot one-way street with on-street angled parking SURROUNDING LAND USE & ZONING: North – Mixed Use Retail/Residential; PD-250R25-H (Historic) South – Office; PD-250R22-H East – Old Town Square; PD-250R8-H West – Residential; PD-250R20-H 74 ITEM # 11 Page 2 of 2 COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows the property as suitable for development in accordance with the Old Coppell Historic District Special Area Plan. DISCUSSION: The applicant is proposing to add professional and medical office uses to the current permitted uses on the first floor within the Planned Development for this mixed use property. According to the applicant, they are currently not able to lease the vacant space and most of the inquiries are for professional office and medical office uses. The shared parking already allocated for the building would accommodate a medical or professional office. The current uses permitted within the PD for this property were approved to draw people to the area, both during the day and in the evening, and contribute to the overall vision of the area. Because office uses will take away from potential evening activity, Staff is unable to support the proposed change. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Unfortunately, Staff is unable to support the request and is recommending denial. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Plan 75 1 SHEET 5 OF 58 A-005DETAILED SITE PLANSheet Number: Scale: Drawn: Job: REVISIONSThese plans are intended to provide the basic construction information necessary tosubstantially complete this structure. These construction documents must be verified andchecked by the builder or person in authority of this project. Any discrepancy, error, and/or omissions, if any, are to be brought to the attention of the Designer prior to anyconstruction or purchases being made. It is recommended that the owner or builder obtaincomplete engineering services for: foundation, HVAC, and structural, prior to constructionof any kind. NOTE: All Federal, state, and Local codes, ordinances, and restrictions takeprecedence over any part of these construction documents which may conflict with same,and must be strictly obeyed and followed before and during construction.THESE CONSTRUCTION DOCUMENTS AND THERE USE, ARE THE PROPERTY OFWILLIAM PECK & ASSOCIATES, INC. AND ARE NOT TO BE TRACED, REUSED ORREPRODUCED IN ANY WAY, BY ANY MEANS, WITHOUT THE EXPRESSEDWRITTEN PERMISSION OF WILLIAM PECK & ASSOCIATES, INC.. ALL RIGHTSRESERVEDISSUE DATE:WILLIAM PECK &A S S O C I A T E S I N C.A R C H I T E C T SLewisville, Tx 972) 221-1424MIXED-USE767 WEST MAIN STREETCOPPELL, TEXAS 75019REF. PLAN M.W. 2022-08-08 FOR P&Z REVIEW 22-172-001 2022-11-08 CITY COMMENTS 2022-08-26 FOR PERMIT 2022-08-26 2024-07-19 2023-12-04 FOR P&Z REVIEW 2024-07-19 AS-BUILT SET2026-02-13: ZONING1 2 3 4 5 6 7 8 9 10 111213UP22R(0'-7 5/8")21R(0'-11")1 2 3 4 5 6 7 8 9 10 111213UP22R(0'-7 5/8")21R(0'-11")N 3'-0"4'-0"3'-0"15'-0"19'-0"11'-0"10'-0"5'-0"5'-0"5'-0" 2'-0" 5'-6 1/2"9'-8 3/8"3'-7 1/8"20'-4"32'-8"20'-6"3'-0"9'-0"8'-8" 37'-2 3/8"9'-0"22'-2 1/8"9'-0"21'-11"9'-0"6'-8 1/2"24'-0"COMMON ACCESS AND DRAINAGE EASEMENT28'-0"7'-0"4'-0"5'-6"9'-8"8'-0" MIN.11 ' - 1 0 " TRAFFIC RATED BOX FDC 5' UTILITY EASEMENT EXISTING FIRE HYDRANT WATER EASEMENT FDC EXISTING LIGHT POLE EXISTING LIGHT POLEEXISTING LIGHT POLE NEW CONCRETE PAVING VAULT FDC 8,550 SQ.FT. (0.196 ACRES) EXISTING BUILDING RETAIL 20 PARKING SPACES OR 10 DOUBLE PARKING SPACES LOT R3 BLOCK D GRASS PAVERS GRASS PAVERS COMMON AREA LOT 17R-X ALLEY S 01˚47' 53" E 89.89'N 88˚12' 07" E 95.00'N 01˚47' 53" W 90.00'N 88˚12' 07" E 95.00'S 88˚12' 07" W 95.00'S 01˚47' 53" E 90.00' WEST MAIN STREET FIRE RISER ROOM 2-CAR GARAGE 2-CAR GARAGE FRONT PORCH RESIDENTIAL ENTRY LOT R4 BLOCK D RETAIL/ RESTAURANT LOT R2 BLOCK D N 01˚47' 53" W 80.00' S 01˚47' 53" E 80.00' N 01˚47' 53" E 115.00' S 01˚47' 53" E 115.00' W RESIDENTIAL ENTRY 10,925 SQ.FT. (0.251 ACRES)123456789101112131415UPCustom Text RESTAURANT - MEDICAL/PROF OFFICE 2,299 sq ft ARTSY CAKERY 778.5 sq ft NEW LANDSCAPING 1 PARKING SPACE 3 PARKING SPACES NEW SIDEWALK NEW SIDEWALK NEW SIDEWALKNEW LANDSCAPINGPROPOSED LOCATION OF A/C COMP.NEW SIDEWALK3 PARKING SPACES NEW LANDSCAPING LADDER TO ROOF ABOVE NEW SIDEWALK NEW LANDSCAPING NEW LANDSCAPING NEW LANDSCAPING 9 PARKING SPACES NEW SIDEWALK 2 RESIDENCE PARKING SPACES 2 RESIDENCE PARKING SPACES PROPOSED 1500 GALLON GREASE TRAP DUMPSTER ENCLOSURE TO BE 6'-0" HIGH 6" CMU SCREENING WALL WITH BRICK VENEER FINISH (BRICK TO MATCH BUILDING COLOR). MTL GATES TO BE PAINTED, COLOR TO MATCH BRICK DUMPSTER 6" DIA CONCRETE BOLLARD, TYP. TYPE AREA FACTOR REQUIRED PROVIDED ON-SITE PROVIDED ON-STREET SHARED TOTAL PROVIDED RESIDENTIAL 99 TOWNHOUSE PH I - IV }+ George Unit 96 UNITS 2.5 240 212 22 234 RETAIL R3, APARTMENT 1 2.5 3 4 4 RETAIL RETAIL R1 (Tangerine Salon)5039 200 25 2 13 15 RETAIL R3 2577 200 13 5 8 13 ICE CREAM SHOP 775 100 8 4 0 5 COTTAGE 11 (f ormer Frost Cupcakery)3826 200 19 2 3 5 COTTAGE 13 (Remainder Retail)964 200 5 SERVICE S1 2288 200 11 6 7 13 OFFICE SERVICE 25301 COTTAGE 05 1430 300 5 2 0 2 COTTAGE 06 1857 300 6 2 0 2 COTTAGE 09 1565 300 5 3 4 7 COTTAGE 10 1606 300 5 2 4 6 COTTAGE 12 2848 300 9 2 5 7 COTTAGE 14 (PenceOf fice)1448 300 5 2 3 5 RETAIL R2 3000 300 10 9 5 14 SERVICE S2 5531 300 18 7 6 13 RETAIL R5 3974 300 13 4 8 12 GEORGE - OFFICE 2042 300 7 2 5 7 RESTAURANT 22786 LOCAL DINER 3574 100 36 35 11 46 GEORGE 3186 100 32 0 10 10 TWISTED 8026 100 80 0 13 13 RESTAURANT F2 8000 100 80 0 9 9 MEDICAL 2144 COTTAGE 13 2144 175 12 3 6 9 PAVILLION THEATER HALL 445 SEATS 1:3 149 90 53 143 BLACK BOX 175 SEATS 1:3 59 MULTI-PURPOSE-EVENT 1966 20 SHARED ON-STREET 389 404 TOTAL ALL 1022 436 608 1045 TOTAL RESIDENTIAL ONLY 248 224 22 246 TOTAL COMMERCIAL ONLY 656 182 586 769 Old Town Shared Parking Tabulation EXCLUDED FROM PARKING REQUIREMENTS RETAIL R4, APARTMENTS 2 2.5 5 8 8 18041 RESTAURANT 2359 24 0 9 9100 PD-250R28-H 118 30 15 45 N SCALE: 1" = 10'1 DETAILED SITE PLAN SUBJECT PROPERTY LOCATION MAP CODE SUMMARY USE AND OCCUPANCY CLASSIFICATION: MERCANTILE - 3,134/60 = 53 OCCUPANTS TOTAL OCCUPANCY - 53 OCCUPANTS CONSTRUCTION TYPE: V-B FIRE SPRINKLER SYSTEM: REQUIRED MINIMUM EXITS REQUIRED: 2 PROVIDED: 2 SITE DATA TABLE LOT-4R BLK-D 767 WEST MAIN ST. EXISTING ZONING - PD-250R26R-H PROPOSED ZONING - PD-250R26R2H PROPOSED USE - MIXED USE: PROPOSING TO ADD MEDICAL AND PROFESSIONAL OFFICE USE TO THE CURRENTLY ALLOWED RESTAURANT/RETAIL/RESIDENTIAL USES AREA OF PROPOSED USE - 0.251 ACRES BUILDING AREA CALCULATIONS A/C SPACE: ICE CREAM SHOP - 775 SQ. FT. RESTAURANT - 2,359 SQ. FT. RESIDENCE - 1ST FLOOR (ENTRY) - 410 SQ. FT. 2ND FLOOR - 4,600 SQ. FT. FRONT PORCH - 665 SQ. FT. GARAGES - 960 SQ. FT. BALCONY - 376 SQ. FT. FIRE RISER ROOM - 56 SQ. FT. TOTAL BUILDING FOOTAGE -10,201 SQ. FT. BUILDING HEIGHTS (T.O. PARAPET) : 33'-11" PARKING CALCULATIONS: RESIDENCE REQUIRED - 5 SPACES PROVIDED - 4 SPACES (GARAGE) + 4 SPACE= 8 TOTAL SPACES ARTSY CAKERY REQUIRED - 778.5/ 100 = 8 SPACES RESTAURANT REQUIRED - 2,299/ 100 = 23 SPACES PROVIDED PARKING - SHARED PARKING + 5 SPACES OR PROFESSIONAL OFFICE REQUIRED - 2299/ 300 = 8 SPACES OR MEDICAL OFFICE REQUIRED 2299/175 - 14 SPACES REQUIRED TOTAL - 37 SPACES WITH RESTAURANT PROVIDED TOTAL - SHARED PARKING + 13 SPACES ( NOTE: SQUARE FOOTAGE FOR PARKING CALCULATIONS DOES NOT INCLUDE GARAGES OR PORCHES) PROPOSED LOT COVERAGE - 48% PD CONDITIONS: 1. THE DIRECTOR OF COMMUNITY DEVELOPMENT SHALL HAVE THE AUTHORITY TO ADMINISTRATIVELY APROVE THE PROPOSED SIGNAGE FOR THIS DEVELOPMENT IN ACCORDANCE WITH PLANNED DEVELOPMENT REGULATIONS FOR PD-250R8-H AND THE HISTORIC DISTRICT. 2. THE SECOND FLOOR RESIDENCE SHALL BE DEVELOPED IN ACCORDANCE WITH LOCAL ORDINANCE AND BUILDING CODES; AMD SHALL BE USED FOR RESIDENTIAL PURPOSES ONLY. OWNER & PROFESSIONAL INFORMATION DEVELOPER DIANA AHMAD 767 WEST MAIN ST. COPPELL, TEXAS 75019 P: 817-939-3379 ARCHITECT BILL PECK WILLIAM PECK AND ASSOC., INC. 105 WEST MAIN ST. LEWISVILLE, TX 75057 P: 972-221-1424 LANDSCAPE ARCHITECT CAROL FELDMAN FELDMAN DESIGN STUDIOS P.O. BOX 832346 RICHARDSON, TEXAS 75083 T: (972) 980-1730 CIVIL ENGINEER MIKE GLENN GLENN ENGINEERING 105 DECKER COURT, SUITE 910 IRVING, TEXAS 75062 P: (972) 717-5151 F: (972) 717-2176 ROADWAY IMPACT FEES TO BE ASSESSED FOR INCREASED INTENSITY FROM ORIGINALLY APPROVED SITE PLAN 76 Master City of Coppell, Texas 255 E. Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2026-0155 File ID: Type: Status: 2026-0155 Agenda Item Agenda Ready 1Version: Reference: In Control: Planning and Zoning Commission 03/13/2026File Created: Final Action: Shops at Sandy Lake - PD-214-R10-CFile Name: Title: PUBLIC HEARING: Consider approval of PD- 214R10-C, The Shops at Sandy Lake, a zoning change request from PD-214R2-C to PD-214R10-C, to allow for the Detail Planned Development of a 14,480 square foot commercial center, and patio area on approximately 2.03 acres located at the south side of Sandy Lake Road, approximately 560 feet west of Denton Tap Road, at the request of Peak Coppell, LLC., being represented by D.R. Rankin, PLLC. STAFF REP.: Mary Paron-Boswell Notes: Sponsors: Enactment Date: Staff Report.pdf, 1. Site Plan.pdf, 2. Landscape Plan.pdf, 3. Building Elevations & Material Board.pdf, 4. Monument Sign and Trash Enclosure.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: Text of Legislative File 2026-0155 Title PUBLIC HEARING: Consider approval of PD- 214R10-C, The Shops at Sandy Lake, a zoning change request from PD-214R2-C to PD-214R10-C, to allow for the Detail Planned Development of a 14,480 square foot commercial center, and patio area on approximately 2.03 acres located at the south side of Sandy Lake Road, approximately 560 feet west of Denton Tap Road, at the request of Peak Coppell, LLC., being represented by D.R. Rankin, PLLC. STAFF REP.: Mary Paron-Boswell Summary Page 1City of Coppell, Texas Printed on 3/13/2026 77 Master Continued (2026-0155) Page 2City of Coppell, Texas Printed on 3/13/2026 78 ITEM #12 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD-214R10-C, The Shops at Sandy Lake, Lot 1, Block A P&Z HEARING DATE: March 19, 2026 C.C. HEARING DATE: April 14, 2026 STAFF REP.: Mary Paron-Boswell, AICP, Sr. Planner LOCATION: SWQ Denton Tap Road and Sandy Lake Road SIZE OF AREA: 2.03 acres of property CURRENT ZONING: PD-214R2-C REQUEST: A zoning change request from PD-214R2-C to PD-214R10-C, to allow for the Detail Planned Development of a 14,480 square foot commercial center, and patio area on approximately 2.03 acres located at the south side of Sandy Lake Road, approximately 560-ft west of Denton Tap Road APPLICANT: Owner: Developer: Peak Coppell LLC RCM Capital Investments, LLC Engineer: D.R. Rankin, PLLC HISTORY: This property was originally part of a larger 29-acre development that included the residential development of Arbor Manors and additional commercial property along both Denton Tap and Sandy Lake Roads. The original zoning for the overall development was approved in 2007, with subsequent rezonings occurring with each new Detail Site Plan for the commercial sites. This represents the final commercial piece to be developed. HISTORIC COMMENT: This property does not have any historic significance. TRANSPORTATION: Denton Tap Road is a six-lane divided thoroughfare contained within 110-ft right- of-way. Sandy Lake is a four-lane divided thoroughfare built within a 112-foot right-of-way. SURROUNDING LAND USE & ZONING: North: Woodside Village Shopping Center; PD-285R-C & PD-285R2-C South: Arbor Manors; PD-214R2-SF-9 East: Arbor Manors; PD-214R2-SF-9 West: Verizon; R 79 ITEM #12 Page 2 of 3 COMPREHENSIVE PLAN: The Amended Coppell 2030 Comprehensive Master Plan shows this property as Mixed Use Community Center (No Residential). DISCUSSION: Site Plan The site is currently vacant, and the site plan shows a 14,480-sf proposed building that will contain a mix of uses including retail, restaurant and medical. An outdoor patio is proposed on the western end of the building. There is a PD condition to allow the 500-sf patio area per lot without additional parking requirements. Any square footage over 500-sf will require parking. This condition has been granted on other developments. There will be a driveway entrance from Sandy Lake Road and a secondary shared access point from the neighboring Verizon site to the west. There is an existing six-foot in height brick screening wall between this property and the residential property to the south. There are two trash receptacles proposed on the western portion of the site, situated away from the residences. Building Elevations & Signage The building will be a combination of brick, aluminum storefront with dark bronze metal fascia and trim. The lower part of the building contains a light-colored brick and a darker colored brick above the water table. There is no drive-through proposed. A monument sign is proposed along Sandy Lake Road. The sign will use the same darker brick as the building and be six feet in height and six feet in width, with external illumination. No signage was presented for the buildings. Any proposed signage will need to comply with City requirements. The building height is just under 19-feet with a parapet wall at the front varying in height from approximately 20-25-ft, creating some articulation. The trash enclosures material will match the building material as well. Landscaping There will be a 20-ft landscaping strip along Sandly Lake Road and 15-20-feet along the southern perimeter. While they are trying to save trees, the majority of trees will need to be cut down to allow for development to occur. The eastern perimeter will see a large number of trees being preserved. Additional trees along the southern perimeter will also be preserved. In total 39 existing trees will be saved on-site and an additional 38 overstory trees will be planted on site. 36 Nellie R Stevens will be planted to provide additional screening along the southern perimeter. No tree mitigation will be required for this development as mitigation fees were provided with the original development. RECOMMENDATION: Staff is recommending APPROVAL of PD-214R10-C, subject to the following PD conditions: 1. Detailed Engineering review will occur at the time of full engineering submittal. 2. To allow 500-sf patio area per lot within the existing parking count. Additional patio space will require parking at 1:100-sf. 3. The downstream drainage analysis will need to be updated to address Staff comments. 4. All signage to meet City requirements. 5. To meet the photometric requirements at time of permitting. 80 ITEM #12 Page 3 of 3 ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Plan 2. Landscape Plan 3. Building Elevations & Material Board 4. Monument Sign & Trash Enclosure 81 82 CE 1 DBH 134 CE 1 CE 1 DBH 111 CE 1 CE 1 CE 1 CE 1RO 3 CE 1 LIG 20 SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS SOLID SOD BERMUDA GRASS TYPICAL FOR ALL TURF AREAS P P P P P P P P P P P I I I I I I I I NRS 12 NRS 24 4217 4252 4143 4148 4152 4153 4154 4161 4160 4162 41574155 4171 4172 4173 4174 4176 4187 41944196 4195 4200 4198 4197 4199 4022 4159 4178 4273 I I I I I CE 1 I CE 1 I CE 1 CE 1 CE 1CE 1 CE 1 II LOT 1, BLOCK A ARBOR MANORS D.C.C.I. NO. 20080292484 (88,555 SQ. FT.) 2.0329 ACRES ZONING: "PD-214R2-C"30' SIDE SETBACK30' SIDE SETBACK 60' FRONT SETBACK 20' REAR SETBACK ZONED: PD-214R2-SF9 ARBOR MANORS - BLOCK B D.C.C.I. NO. 20080314835 O.P.R.D.C.T.LOT 1LOT 2LOT 4LOT 5LOT 6 FIBER 1 LLC Inst 202300159902 O.P.R.D.C.T. LOT 3N00°24'48"W 204.75'N89°29'00"E 46.47' S89°29'00"W 505.50' LOT 1X ARBOR MANORS LOT 3X ARBOR MANORS Zoned PD-214R2-C Zoned PD-214R2-C RETAIL Zoned PD-285R-C RETAIL Zoned PD-285R2-C OFFICE Zoned 'C' Zoned 'R' OFFICE 20' REAR SETBACK TOP 486.5 FL 478.7 TOP 490.0 FL 479.1 6x3 RBC @ .48% Partial Flow Q100 138 Qcap 141 Vp 9.5, Dp 2.46x3 RBC (Precast)178lf @ 0.65%5x4 Junction Cast in Place FLin S =484.4 FLout N =483.25 FL 486.7 FL 485.5 15" HDPE 311lf @ 0.64% 2 2 0 l f 6 " S a n i t a r y @ 1 . 1% w / C l e a n o u t s 5' Inlet 18" HDPE ( 8 6 l f ) 5' Curb Inlet Roof Drain to the Back and Collect in 15" HDPE Roof Drain to the Back and Collect in 15" HDPE 477.7 FL 480.5 FLbox 482.95 8" DCDAIn VaultSandy Lake Road (110' Public Right-of-Way)Arbor Manors Dr .(50' Public R ight-of-Way) 6' BRICK SCREENING 6' BRICK SCREENING TV TW W W Proposed: "PD-214R10-C" 141 W. SANDY LAKE ROAD WALL PACK WALL PACK WALL PACK WALL PACK WALL PACK WALL PACK SCONCE SCONCE SCONCE SCONCE SCONCE SCONCE WALL PACK WALL PACK SUITE 100 2,871 S.F. SUITE 200 2,874 S.F. SUITE 300 2,874 S.F. SUITE 400 2,874 S.F. SUITE 400 2,927 S.F.NOPARKINGNOPARKINGL= 417.48' N R=2923.94 L= 112.63'NR=250.00L= 69.04'NR=150.004129 - Elm 4130 - Elm 4206 4207 4208 4129 4130 CE 1 CE 1RO 8 DATE: SHEET NAME: SHEET NUMBER:CHRIS TRON Z ANOSTA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT2204 03.12.2026 150 30 60 01 LANDSCAPE PLAN SCALE 1"=30'-0" 03.12.2026 LANDSCAPE PLAN L.1 SOLID SOD NOTES 1 FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL DESIRED GRADE IN PLANTING AREAS AND 1" BELOW FINAL GRADE IN TURF AREAS. 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER. 4. CONTRACTOR TO COORDINATE WITH ON-SITE CONSTRUCTION MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL. 5. PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 6. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 7. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 8. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 9. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. 10. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, ALL SOD AREAS TO BE OVER-SEEDED WITH WINTER RYEGRASS, AT A RATE OF (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. 1. FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL PLANS. 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER. 4. IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION, KNOWN AS BOTTOM AND SOIL, FREE FROM LUMPS, CLAY, TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES, CONTAINING NO SALT AND BLACK TO BROWN IN COLOR. 5. ALL LAWN AREAS TO BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION. 6. ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. SHALL BE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION 7. CONTRACTOR SHALL PROVIDE (1") ONE INCH OF IMPORTED TOPSOIL ON ALL AREAS TO RECEIVE LAWN. GENERAL LAWN NOTES LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. 4. CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 5. ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. 6. ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS, AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 7. ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM APPROVAL: 02.17.2026 ISSUE: Total Landscape Area Provided: 31.4% 23,282 S.F. COPPELL LANDSCAPE TABULATIONS Provided (8,332 s.f.), 15' buffer (11) existing trees to remain Provided (3,860 s.f.), 15' buffer (4) existing trees to remain Provided (1,342 s.f.), 10' buffer (3) trees, 4" cal. Provided 6' ht., Wall (8,360 s.f.), 10' buffer (8) trees + (4) existing trees to remain Provided 6,535 s.f. (17.2%) (20) trees, 3" cal. PERIMETER LANDSCAPE Requirements: Street Frontage shall contain a 15' landscape buffer with one (1) tree, 3" cal. 12" above ground, per 50 l.f. and 30" ht. parking lot screen: hedge or berm. Perimeter landscape areas shall contain a 10' landscape buffer along property lines with one (1) tree, 3" cal. 12" above ground, per 50 l.f. Sandy Lake Road: (464.00 l.f.) Required (6,960 s.f.), 15' buffer (10) trees Arbor Manors Drive: (182.00 l.f.) Required (2,730 s.f.), 15' buffer (4) trees East Property Line: (120.00 l.f.) Required (1,200 s.f.), 10' buffer (3) trees South Property Line (Residential Adjacency): (505.00 l.f.) Required 6' ht. Wall (5,005 s.f.), 10' buffer (11) trees INTERIOR LANDSCAPE Requirements: 10% of gross parking area to be landscape. One (1) tree per 400 s.f. of required landscape area. Parking Lot: 38,125 s.f. Required 3,813 s.f. (10%) (10) trees, 3" cal. Provided 23,282 s.f. (31.4%) (5) existing trees to remain OPEN SPACE Requirements: 15% of lot not covered by buildings to be landscape open space. One (1) tree per 2500 s.f. of open space. TOTAL LOT AREA: (Exclusive of building): 88,615 s.f. - 14,480 s.f. = 74,135 s.f. Required 11,121 s.f. (15%) (5) trees Total Landscape Area Required: 30% 22,241 S.F. 50% of Non-vehicular Open Space required in Front Yard: 50% 5,561 S.F.required 91% 10,094 S.F. provided BOTANICAL NAME Ulmus crassifolia Quercus shumardii COMMON NAME Cedar Elm Red Oak SIZE 3" cal. 3" cal. PLANT MATERIAL SCHEDULE: BUILDING 2 REMARKS B&B, 12' ht., 4' spread min., 5' clear trunk cont., 12' ht., 4' spread min., 5' clear trunk QTY 17 11 TREES SHRUBS GROUNDCOVERS BOTANICAL NAME Cynodon dactylon '419' COMMON NAME '419' Bermudagrass SIZE REMARKS Solid Sod refer to notes TYPE CE RO QTYTYPE BOTANICAL NAME Ilex cornuta 'Burfordii Nana' Ilex x 'Nellie R. Stevens' Ligustrum lucidum variegata COMMON NAME Dwarf Burford Holly Nellie R. Stevens Holly Ligustrum SIZE 5 gal. 7 gal. 7 gal. REMARKS container, 24" ht., 20" spread container, 36" ht., 30" spread container, 36" ht., 30" spread QTY 245 36 20 TYPE DBH NRS LIG NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. LANDSCAPE PLAN RETAIL SHELL BUILDINGARBOR MANORS ROADLOT 1, BLOCK ACOPPELL, TEXASPROJECT CONTACT LIST TREE LEGEND: P- Perimeter Landscape Tree I- Interior Parking Landscape Tree ARCHITECT: OWNER: CIVIL: DR RANKIN, PLLC. DONALD R. RANKIN, P.E. 2321 DAYBREAK TRAIL PLANO, TEXAS 75093 972.378.0683 O. RCM CAPITAL INVESTMENTS, LLC. TYLER ALLEY 5830 GRANITE PKWY, #100 PLANO, TEXAS 75025 501.690.2166 C. LEGACY ADPR FIDELINA E. RAMIREZ, RA 1245 SOUTHRIDGE CT. SUITE 102 HURST, TEXAS 76053 817.864.8702 O. EXISTING TREES TO REMAIN 1. Existing trees to remain shall be protected during construction from tree structure damage and compaction of soil under and around dripline (canopy) of tree. 2. If any root structure is damaged during adjacent excavation/construction, notify the Architect immediately. It is recommended that a licensed Arborist be secured for the treatment of any possible tree wounds. 3. No disturbance of the soil greater than 4" shall be located closer to the tree trunk than 1/2 the distance of the drip line to the tree trunk. A minimum of 75% of the drip line and root zone shall be preserved at natural grade. 4. Any fine grading done within the critical root zones of the protected trees must be done with light machinery such as a bobcat or light tractor. No earth moving equipment with tracks is allowed within the critical root zone of the trees. 5. Material Storage: No materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the dripline of any tree. 6. Equipment Cleaning/Liquid Disposal: No equipment may be cleaned, toxic solutions, or other liquid chemicals shall be deposited within the limits of the dripline of a tree. This would include but not be limited to paint, oil, solvents, asphalt, concrete, mortar, primers, etc. 7. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature shall be attached to any tree. 8. Vehicular Traffic: No vehicular and construction equipment traffic or parking is allowed within the limits of the dripline of trees. 9. Boring of Utilities: May be permitted under protected trees in certain circumstances. The minimum length of the bore shall be the width of the tree's canopy and shall be a minimum depth of forty-eight (48") inches. 10. Trenching: Any irrigation trenching which must be done within the critical root zone of a tree shall be dug by hand and enter the area in a radial manner. 11. Tree Flagging: All trees to be removed from the site shall be flagged by the Contractor with bright red vinyl tape (3" width) wrapped around the main trunk at a height of four (4') feet above grade. Flagging shall be approved by Landscape Architect prior to any tree removal. Contractor shall contact Landscape Architect with 72 hour notice to schedule on-site meeting. 12. Protective Fencing: All trees to remain, as noted on drawings, shall have protective fencing located at the tree's dripline. The protective fencing may be comprised of snow fencing, orange vinyl construction fencing, chain link fence or other similar fencing with a four (4') foot approximate height. The protective fencing will be located as indicated on the Tree Protection Detail(s). 13. Bark Protection: In situations where a tree remains in the immediate area of intended construction, the tree shall be protected by enclosing the entire circumference of the tree's trunk with lumber encircled with wire or other means that does not damage the tree. Refer to Tree Protection Detail(s). 14. Construction Pruning: In a case where a low hanging limb is broken during the course of construction, the Contractor shall notify the Landscape Architect immediately. In no instance shall the Contractor prune any portion of the damaged tree without the prior approval by the Landscape Architect. EXISTING TREE NOTES OF F LIM I T S ROOT PROTECTION (RPZ) LIMITS OFF ZONE OFF LIMITS 6" MULCH INSIDE RPZ 4' SEE NOTES TREE CANOPY ROOT PROTECTION ZONE (RPZ) TREE TRUNK 01 TREE PROTECTION FENCE A NOT TO SCALE NOTE: FENCING SHOWN ABOVE IS DIAGRAMMATIC ONLY AND WILL CONFORM TO THE DRIP LINE AND LIMITED TO PROJECT BOUNDARY TREE MITIGATION NOTE NO TREE MITIGATION REQUIRED PER ARBORS MANORS SUBDIVISION DEVELOPMENT AGREEMENT THE SHOPS AT SANDY LAKE ADDITION LOT 1, BLOCK A CITY OF COPPELL DALLAS, COUNTY, TEXAS, 75019 SP-26-XXXX CITY COMMENTS: 03.03.2026 CITY COMMENTS: 03.12.2026 83 DATE: SHEET NAME: SHEET NUMBER:CHRIS TRON Z ANOSTA TE O F T E XASTCETHI R C A EPACSDNALDEE GEISRRT2204 03.03.2026 03.03.2026 LANDSCAPE SPECIFICATIONS L.2 LANDSCAPE ARCHITECT STUDIO GREEN SPOT, INC. 1782 W. McDERMOTT DR. ALLEN, TEXAS 75013 (469) 369-4448 CHRIS@STUDIOGREENSPOT.COM FOR APPROVAL 02.17.2026 ISSUE: 6" 2X DIAMETER OF ROOTBALL 01 TREE PLANTING DETAIL NOT TO SCALE4'-5' MTG. HT.6"(3) METAL T-POST PAINTED GREEN TRIANGULAR SPACING. NOTE: LOCATE STAKES OUTSIDE OF TREE WELL. POSITION STAKES TO SECURE TREE AGAINST SEASONAL PREVAILING WINDS. NATIVE SOIL, REF. SPECIFICATIONS 6" FINISH GRADE SCARIFY SIDES CRUSHED ROCK 2" LAYER MULCH, REF. SPECIFICATIONS REFERENCE PLAN FOR TREE TYPE DO NOT CUT CENTRAL LEADER 2 STRANDS NO. 12 GAUGE GALVANIZED WIRE, TWISTED RUBBER HOSE 2" HIGH WATERING RING 4" DIA. PERFORATED PVC PIPE W/ CAP PAINTED BLACK ROOTBALL, DO NOT DISTURB. TOP OF ROOTBALL TO BE SET 1" ABOVE EXISTING GRADE. REMOVE TOP 1/3 BURLAP. 1/2" MINIMUM BETWEEN TOP OF MULCH AND TOP OF CONCRETE 1/2" MAXIMUM SIDEWALK PREPARED SOIL MIX PER SPECIFICATIONS SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES MULCH PER SPECIFICATIONS PREPARED SOIL MIX PER SPECIFICATIONS 1/8" X 4" GREEN STEEL EDGING WITH STAKES 03 SIDEWALK / MULCH DETAIL NOT TO SCALE 04 STEEL EDGING DETAIL NOT TO SCALE no steel along sidewalks NOTE: NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS LAWN SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECS. 6" MIN. OF PREPARED SOIL MIX TILLED INTO EXISTING SOIL TO A DEPTH OF 6" 2" LAYER OF SPECIFIED BARK MULCH ROOTBALL, DO NOT DISTURB NOTE: POCKET PLANTING NOT ALLOWED FINISH GRADE REF. PLAN FOR SHRUB TYPE 05 SHRUB PLANTING DETAIL NOT TO SCALE SPACING PER PLANT LIST6" NATIVE SOIL PREPARE GROUNDCOVER BED BY TILLING ENTIRE BED AREA. PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE SPECIFICATIONS 2" MULCH DOUBLE SHREDDED HARDWOOD MULCH IN BED PRIOR TO PLANTING GROUNDCOVER/ANNUALS. 12" MIN EDGE OF BED DD D A A PLANT ROW SPACING 'D' ROW SPACING 'A' PLANTS/10SF 8" O.C. 12" O.C. 15" O.C. 18" O.C. 6.9" 10.4" 13.0" 15.7" 26 12 7 5 A = ROW SPACING B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUALLY FROM EACHOTHER AT SPACING INDICATED ON PLANT LIST. 02 GROUNDCOVER PLANTING DETAIL NOT TO SCALE LANDSCAPE SPECIFICATIONS PROJECT CONTACT LIST ARCHITECT: OWNER: CIVIL: DR RANKIN, PLLC. DONALD R. RANKIN, P.E. 2321 DAYBREAK TRAIL PLANO, TEXAS 75093 972.378.0683 O. RCM CAPITAL INVESTMENTS, LLC. TYLER ALLEY 5830 GRANITE PKWY, #100 PLANO, TEXAS 75025 501.690.2166 C. LEGACY ADPR FIDELINA E. RAMIREZ, RA 1245 SOUTHRIDGE CT. SUITE 102 HURST, TEXAS 76053 817.864.8702 O. THE SHOPS AT SANDY LAKE ADDITION LOT 1, BLOCK A CITY OF COPPELL DALLAS, COUNTY, TEXAS, 75019 SP-26-XXXX THE SHOPS AT SANDYLAKE ADDITION LOT 1, BLOCK ACITY OF COPPELL, DALLAS COUNTY, TEXAS84 53'-8"610'-0"F.F.BRICK SOLDIERCOURSEMETAL CANOPYBRICKBRICK SOLDIERCOURSEMETAL CAPBRICK25'0" T.O.W.SCONCESIGNAGE18'0" TOP OF JOIST2'-1"44'-7"45'-2"212'-1"44'-7"10'-0" 10'-0"F.F.METAL CANOPYBRICKBRICK SOLDIERCOURSEMETAL CAPBRICK25'0" T.O.W.3'-8"SCONCESIGNAGE18'0" TOP OF JOISTBRICK SOLDIERCOURSE02A6.0 3445'-2"45'-2"B-1B-1B-2B-2B-2B-2B-1B-1B-2B-2B-2B-1B-2B-1B-2B-2B-2TTTTTF.F.BRICKBRICK SOLDIERCOURSEMETAL CAPBRICK25'0" T.O.W.3'-8"METAL CAP18'8" T.O.W.DOWNSPOUTF.F.BRICKBRICK SOLDIERCOURSE25'0" T.O.W.3'-8"16'8 1/2" TOP OF JOISTMETAL CAP18'8" T.O.W.METAL CAPWALLPACKMETAL CANOPYBEYOND16'8 1/2" TOP OF JOISTLADDER WITH LOCKABLECOVERBRICK SOLDIERCOURSEBRICK SOLDIERCOURSE562'-1"44'-7"45'-2"212'-1"44'-7"02 A6.0 3445'-2"45'-2"B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1B-3B-3B-1B-1TAP CAN AND METERLOCATIONDOWNSPOUTB-1B-2B-1B-2B-2B-2B-1B-2B-1B-1F.F.METAL CANOPYBRICKBRICK SOLDIERCOURSEMETAL CAPBRICK25'0" T.O.W.3'-8"F.F.BRICKBRICK SOLDIERCOURSEBRICK SOLDIERCOURSE3'-8"METAL CAP18'8" T.O.W.CB2'-10"23'-8"16'8 1/2" TOP OF JOIST18'0" TOP OF JOISTA37'-2"1'-4"BRICK SOLDIERCOURSE01A6.0 F.F.METAL CANOPYBRICKBRICK SOLDIERCOURSEMETAL CAPBRICK25'0" T.O.W.3'-8"F.F.BRICKBRICK SOLDIERCOURSE3'-8"METAL CAP18'8" T.O.W.CB2'-10"23'-8"16'8 1/2" TOP OF JOIST18'0" TOP OF JOISTA37'-2"1'-4"01 A6.0 BRICK SOLDIERCOURSEBRICK SOLDIERCOURSEB-1B-2B-2B-2B-1B-2B-1B-1B-2B-2B-2B-1B-2B-1ELEVATION MATERIAL CALCULATIONSGROSS WALL AREATYPE%SQ.FT.DOOR / WINDOW AREANET WALL AREAELEVATION MATERIAL SUMMARYGROSS WALL AREATYPE%SQ.FT.DOOR / WINDOW AREANET WALL AREANORTHGROSS WALL AREATYPE%SQ.FT.DOOR / WINDOW AREANET WALL AREAEASTGROSS WALL AREATYPE%SQ.FT.DOOR / WINDOW AREANET WALL AREAWESTGROSS WALL AREA100 %4,246 SQ.FT.TYPE%SQ.FT.DOOR / WINDOW AREANET WALL AREA97%3,995 SQ.FT. 3%138 SQ.FT. 100%4,108 SQ.FT. SOUTHBRICK ALL ELEVATIONSBRICK BRICK BRICK BRICK 100 %100%100 %1,391 SQ.FT. 94%1,145 SQ.FT. 13%178 SQ.FT. 100%1,213 SQ.FT. 100 %5,458 SQ.FT.88%3,233 SQ.FT. 33%1,785 SQ.FT. 100%3,673 SQ.FT. 100 %12,486 SQ.FT. 93%9,518 SQ.FT. 18%2,279 SQ.FT. 100%10,207 SQ.FT. 0%0 SQ.F.T.METAL AWNING METAL AWNING METAL AWNING METAL AWNING METAL AWNING 3%36 SQ.FT. 9%325 SQ.F.T.4%397 SQ.FT. 3%113 SQ.FT.METAL CAP TRIM METAL CAP TRIM METAL CAP TRIM METAL CAP TRIM METAL CAP TRIM 3%32 SQ.FT. 3%115 SQ.FT.3%292 SQ.FT. B-1BRICK LEGENDB-21,391 SQ.FT. 94%1,145 SQ.FT. 13%178 SQ.FT. 1,213 SQ.FT. 3%36 SQ.FT. 3%32 SQ.FT. 26004ROSRCM CAPITAL INVESTMENTS LLC THE SHOPS AT SANDY LAKE ADD. LOT 1, BLOCK A 141 W. SANDY LAKE COPPELL, TX 75019FOR INTERIMNOT FOR REGULATORYPERMIT OR CONSTRUCTIONARCHITECT FERTX. REGISTRATION #26463DATE 03/03/26SHEET02/17/26DATE ISSUED FORC COPYRIGHT 2026SPSDRAWN: W.V.CHECKED BY: F.E.R.LEGACY ADPR ALL RIGHTS RESERVED. THIS DRAWING AND ITS REPRODUCTION ARE THE PROPERTY OF LEGACY ADPR. IT MAY NOT BE REPRODUCED, PUBLISHED, OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF LEGACY ADPR. PURSUANT TO RULE 1.103 (F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS LEGACYA DRP1245 SOUTHRIDGE CT.SUITE 102HURST, TEXAS 76053817.864.8702 O.OWNER:RCM CAPITALINVESTMENTS, LLC.5830 GRANITE PKWY, #100PLANO, TEXAS 75025501.690.2166 C.MEP ENGINEER:LARRY L. BLACKMON INC.6716 AZLE AVENUEFT. WORTH, TEXAS 76135817.238.9801 O.STRUCT. ENGINEER:RTN DESIGN ASSOCIATES775 HUNTERS GLENROCKWALL, TEXAS 75032972.524.8600 C.CIVIL ENGINEER:DR RANKIN, PLLC2321 DAYBREAK TRAILPLANO, TEXAS 75093972.378.0683 O.LANDSCAPE ARCHITECT:STUDIO GREEN SPOT, INC.1782 W. McDERMOTT DRIVEALLEN, TEXAS 75013469.369.4448 O.03/03/26SPSA5.0SOUTH ELEVATION02SCALE 1/8"=1'-0"NORTH ELEVATION 01SCALE 1/8"=1'-0"EAST ELEVATION 03SCALE 1/8"=1'-0"WEST ELEVATION 04SCALE 1/8"=1'-0"0412168202428041216820242804121682024280412168202428CONTACT INFOMATIONROOF MFG: FIRESTONE OR EQUAL STYLE: TPO 60 MIL. COLOR: WHITE INSTALLATION: AS NOTEDBRICK 1 (B-1) MFG: ACME BRICK OR EQUAL STYLE: KING COLOR: STONE LAKE INSTALLATION: AS NOTEDBRICK 2 (B-2) MFG: ACME BRICK OR EQUAL STYLE: KING COLOR: CRIMSON INSTALLATION: AS NOTEDEXTERIOR MATERIAL LEGEND:DOORS PAINT 1 MFG: SHERMAN WILLIAMS OR EQUAL COLOR: COLOR MATCH B-2 BRICK INSTALLATION: AS NOTEDMETAL FASCIA TRIM PAINT 2 MFG: McELROY METAL OR EQUAL COLOR: PRE-FINISHED DARK BRONZE INSTALLATION: AS NOTEDALUMINUM STOREFRONT MFG: KAWNEER OR EQUAL COLOR: PRE-FINISHED DARK BRONZE 379A1456 INSTALLATION: AS NOTEDFINAL BRICK COLORS TO VARYBASED ON AVAILABILITY AT TIME OF CONSTRUCTIONELEVATION NOTES:1.ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES ANDREQUIREMENTS OF THE UTILITIES AND AUTHORITIES HAVINGJURISDICTION.2.PERFORM ALL WORK AND INSTALL MATERIALS IN STRICTACCORDANCE WITH MANUFACTURER'S SPECIFICATION &INSTRUCTIONS, IN A MANNER CONSISTENT WITH INDUSTRYSTANDARDS AND AS SPECIFIED.3.REFER TO FLOOR PLAN FOR OVERALL DIMENSIONS ANDWINDOW TYPES.4.THE GC SHALL CONFIRM AND COORDINATE ALL CIVIL,STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBINGITEMS.5.ALL METAL TRIM, GUTTERS, DOWNSPOUTS, CONDUCTORSHEADS, EXPOSED FLASHING TO BE PRE-FINISHED PER COLORSELECTION BELOW6.WINDOW AND ENTRY DOOR FRAMES TO BE PRE-FINISHEDDARK BRONZE7.EXTERIOR GLAZING TO BE AS NOTED ON THE BUILDINGENERGY REPORT. CAULK/SEALANT TO MATCH ADJACENTMATERIAL COLOR. CONFIRM WITH OWNER.8.GC TO COORDINATE BRICK COLORS WITH OWNERFILE NUMBER: SP-26-XXXXARCHITECT: OWNER: BUILDING ELEVATIONS CIVIL: DR RANKIN, PLLC.DONALD R. RANKIN, P.E.2321 DAYBREAK TRAILPLANO, TEXAS 75093972.378.0683 O.RCM CAPITAL INVESTMENTS, LLC.TYLER ALLEY5830 GRANITE PKWY, #100PLANO, TEXAS 75025501.690.2166 C.LEGACY ADPRFIDELINA E. RAMIREZ, RA1245 SOUTHRIDGE CT. SUITE 102HURST, TEXAS 76053817.864.8702 O.METAL AWNING MFG: VICTORY AWNING OR EQUAL COLOR: MEDIUM BRONZE, RAL 7013 INSTALLATION: AS NOTEDCASE NAME:CASE ADDRESS:PREPARED BY:DATE PREPARED:THE SHOPS AT SANDY LAKE ADDITION 141 W. SANDY LAKEFIDELINA E. RAMIREZ, ARCHITECTMARCH 3, 2026COPPELL, TX 75019LOT 1, BLOCK A 85 DEVELOPER RCM CAPITAL INVESTMENTS, LLC. TYLER ALLEY 5830 GRANITE PARKWAY SUITE 100-372 PLANO, TEXAS 75024 501.690.2166 FAÇADE SAMPLE BOARD THE SHOPS AT SANDY LAKE ADDITION LOT 1, BLOCK A SP NUM: SP26-XXXX MARCH 3, 2026 ARCHITECT LEGACY ADPR FIDELINA E. RAMIREZ, R.A. 1245 SOUTHRIDGE COURT SUITE 102 HURST, TEXAS 76053 817.914.2409 OWNER PEAK COPPELL, LLC BEN PAIGE 14841 DALLAS PARKWAY SUITE 375 PLANO, TEXAS 75024 314.775.4110 CIVIL ENGINEER DR RANKIN, PLLC – TBPE FIRM #8838 DON RANKIN, P.E. 2321 DAYBREAK TRAIL PLANO, TEXAS 75093 972.378.0683 WATER TABLE MAIN WALL METAL AWNING METAL FASCIA ALUMINUM BRICK (B-1) BRICK (B-2) TRIM TRIM STOREFRONT MFG: ACME BRICK OR EQUAL STYLE: KING COLOR: STONE LAKE MFG: ACME BRICK OR EQUAL STYLE: KING COLOR: CRIMSON MFG: VICTORY AWNING OR EQUAL COLOR: PRE-FINISHED DARK BRONZE MFG: McELROY METAL OR EQUAL COLOR: PRE-FINISHED DARK BRONZE MFG: KAWNEER OR EQUAL COLOR: PRE-FINISHED DARK BRONZE 379A1456 B-2 AWNING B-1 FASCIA TRIM STOREFRONT 86 14'-10"8'-10"6 1/2"1'-0 1/2"6 1/2"1'-0 1/2"12'-0"4'-2"14'-10"6" DIA. PIPE BOLLARD; PAINT &FILLED W/ CONCRETE; RE: 06/A1.1FACE BRICK OVER W/ 6" CMU WALLPTD ALL CMU TO MATCH BRICK6" STEEL TUBE PIPEBOLLARD; PAINT & FILLEDW/ CONCRETEFULLY WELDED 3"X3"X1/8" GALVANIZEDSTEEL FRAMING W/ CROSS BRACING ONCONTINUOUS HINGE. CLAD GATES WITHBOARD ON BOARD FENCE & CAP ASSPECIFIEDPROVIDE (1) LARGE CASTER PER GATE. 1PR(PER GATE) STANLEY #1010-18 CANE BOLTSW/ DRILLED HOLES IN PAVEMENT FORHOLDING GATE CLOSED & IN FULL OPENPOSITION04/A1.102/A1.1 05/A1.103/A1.14'-2"3'-8"12'-0"2 ENCLOSURES PROVIDED ONSITEEACH ENCLOSURE TO BE BUILT AS SHOWN BELOW4" PAINT COPING CAPDARK BRONZE FINISH6'-0"14'-10"6'-0"12'-0"6'-0"12'-0"4" PAINT COPING CAPDARK BRONZE FINISHFACE BRICKOVER CMUMETAL GATE4" PAINT COPING CAPDARK BRONZE FINISHFACE BRICKOVER CMU6'-0"14'-10"FOUNDATION RE: STRUCTURALFOUNDATION RE: STRUCTURALFOUNDATION RE: STRUCTURALPAINT ALL GATE COMPONENTSDARK BRONZE FINISHFOUNDATION RE: STRUCTURALFACE BRICKOVER CMUB-2B-2B-2B-2PTD. GALVALUME TYPE B 20/20CELLAR DECK WELDED ORFASTENED TO STL. FRAME6"X4"X1/2" ST. PL-CONTWELD TO COLLAR W/SLOTTED HOLESST HINGECOLLAR W/GREASE FITTINGST COLLAR-CONTWELD TO POST6" STD TUBE ST POSTFILL W/ NON-SHRINKGROUT12"X12"X1/4"ST GUSSET(4 EA. LEAF)3/4" STD ST BOLTS2"X2"X1/4"STD ST FR6"3"1"4'-0"4'-0"6" GALV. STD STLPIPE - FILL W/CONC.TROWEL SMOOTH &FLUSH W/ TOP OFPIPEPAINT EXPOSED PIPECOMPRESSIBLE EJFILLERPAVEMENT - RE: CIVILREINF. W/ 4-#4 VERT &#3 TIES @ 12" O.C.3000 PSI CONC. FOOTING3/8" DIA. X 8" L STL BARTHRU PIPE EA. WAYP4 PAINTKYNAR 500 CHARCOALGRAY6'-0"10 1/2"8'-6"3"1'-4"6'-0"4'-0"10 1/2"3"3"1'-0"6'-0"1'-0"1'-10"ALUM. CAP DARK BRONZE FINISHBRICK TO MATCH BUILDINGSIGNAGE AREA 24 SFDETAILS PROVIDEDBY SIGN COMPANYCONCT. FOOTINGPER STRUCT.8" WHITE ACRYLIC ADDRESS6" DIA STEEL PIPEMONUMENT SIGN TO BE EXTERNALLY ILLUMINATEDB-2B-2A5.1DUMPSTER FLOOR PLANSCALE 1/4"=1'-0"0126004ROSRCM CAPITAL INVESTMENTS LLC THE SHOPS AT SANDY LAKE ADD. LOT 1, BLOCK A 141 W. SANDY LAKE COPPELL, TX 75019FOR INTERIMNOT FOR REGULATORYPERMIT OR CONSTRUCTIONARCHITECT FERTX. REGISTRATION #26463DATE 03/03/26SHEET02/17/26DATE ISSUED FORC COPYRIGHT 2026SPSDRAWN: W.V.CHECKED BY: F.E.R.LEGACY ADPR ALL RIGHTS RESERVED. THIS DRAWING AND ITS REPRODUCTION ARE THE PROPERTY OF LEGACY ADPR. IT MAY NOT BE REPRODUCED, PUBLISHED, OR USED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF LEGACY ADPR. PURSUANT TO RULE 1.103 (F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS LEGACYA DRP1245 SOUTHRIDGE CT.SUITE 102HURST, TEXAS 76053817.864.8702 O.OWNER:RCM CAPITALINVESTMENTS, LLC.5830 GRANITE PKWY, #100PLANO, TEXAS 75025501.690.2166 C.MEP ENGINEER:LARRY L. BLACKMON INC.6716 AZLE AVENUEFT. WORTH, TEXAS 76135817.238.9801 O.STRUCT. ENGINEER:RTN DESIGN ASSOCIATES775 HUNTERS GLENROCKWALL, TEXAS 75032972.524.8600 C.CIVIL ENGINEER:DR RANKIN, PLLC2321 DAYBREAK TRAILPLANO, TEXAS 75093972.378.0683 O.LANDSCAPE ARCHITECT:STUDIO GREEN SPOT, INC.1782 W. McDERMOTT DRIVEALLEN, TEXAS 75013469.369.4448 O.03/03/26SPS02684DUMPSTER ELEVATIONSCALE 1/4"=1'-0"0402684DUMPSTER ELEVATIONSCALE 1/4"=1'-0"0202684DUMPSTER ELEVATIONSCALE 1/4"=1'-0"0502684DUMPSTER ELEVATIONSCALE 1/4"=1'-0"0302684DETAIL AT GATE POSTN.T.S.06DETAIL AT BOLLARDN.T.S.07MONUMENT SIGN ELEVATIONS08SCALE 1/4"=1'-0"02684FILE NUMBER: SP-26-XXXXCONTACT INFOMATIONARCHITECT: OWNER: BUILDING ELEVATION DETAILS CIVIL: DR RANKIN, PLLC.DONALD R. RANKIN, P.E.2321 DAYBREAK TRAILPLANO, TEXAS 75093972.378.0683 O.RCM CAPITAL INVESTMENTS, LLC.TYLER ALLEY5830 GRANITE PKWY, #100PLANO, TEXAS 75025501.690.2166 C.LEGACY ADPRFIDELINA E. RAMIREZ, RA1245 SOUTHRIDGE CT. SUITE 102HURST, TEXAS 76053817.864.8702 O.CASE NAME:CASE ADDRESS:PREPARED BY:DATE PREPARED:THE SHOPS AT SANDY LAKE ADDITION 141 W. SANDY LAKEFIDELINA E. RAMIREZ, ARCHITECTMARCH 3, 2026COPPELL, TX 75019LOT 1, BLOCK A 87 Master City of Coppell, Texas 255 E. Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2026-0156 File ID: Type: Status: 2026-0156 Agenda Item Agenda Ready 1Version: Reference: In Control: Planning and Zoning Commission 03/13/2026File Created: Final Action: Shops at Sandy Lake ReplatFile Name: Title: PUBLIC HEARING: Consider approval of The Shops at Sandy Lake Addition, Lot 1, Block A, Replat, (The Shops at Sandy Lake), a replat to revise the current plat and associated easements and fire lane configuration, on 2.03 acres of property located at the south side of Sandy Lake Road, approximately 560 feet west of Denton Tap Road, at the request of Peak Coppell, LLC., being represented by being represented by Spooner and Associates. STAFF REP.: Mary Paron-Boswell Notes: Sponsors: Enactment Date: Staff Report, 1. Replat.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: Text of Legislative File 2026-0156 Title PUBLIC HEARING: Consider approval of The Shops at Sandy Lake Addition, Lot 1, Block A, Replat, (The Shops at Sandy Lake), a replat to revise the current plat and associated easements and fire lane configuration, on 2.03 acres of property located at the south side of Sandy Lake Road, approximately 560 feet west of Denton Tap Road, at the request of Peak Coppell, LLC., being represented by being represented by Spooner and Associates. STAFF REP.: Mary Paron-Boswell Summary Page 1City of Coppell, Texas Printed on 3/13/2026 88 ITEM # 13 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT The Shops at Sandy Lake Addition, Replat, Lot 1, Block A P&Z HEARING DATE: March 19, 2026 STAFF REP.: Mary Paron-Boswell, A.I.C.P., Sr. Planner LOCATION: SWQ Denton Tap Road and Sandy Lake Road SIZE OF AREA: 2.03 acres of property CURRENT ZONING: PD-214R2-C REQUEST: To replat the existing parcel and fire lanes for the construction of one 14,480-sf commercial center building on Lot 1. APPLICANT: Owner: Developer: Peak Coppell LLC RCM Capital Investments, LLC Engineer: D.R. Rankin, PLLC HISTORY: This property was originally part of a larger 29-acre development that included the residential development of Arbor Manors and additional commercial property along both Denton Tap and Sandy Lake Roads. The original zoning for the overall development was approved in 2007, with subsequent rezonings occurring with each new Detail Site Plan for the commercial sites. This represents the final commercial piece to be developed. HISTORIC COMMENT: The property has no known historical significance. TRANSPORTATION: Denton Tap Road is a six-lane divided thoroughfare contained within 110-ft right- of-way. Sandy Lake is a four-lane divided thoroughfare built within a 112-foot right-of-way. SURROUNDING LAND USE & ZONING: North: Woodside Village Shopping Center; PD-285R-C & PD-285R2-C South: Arbor Manors; PD-214R2-SF-9 East: Arbor Manors; PD-214R2-SF-9 West: Verizon; R COMPREHENSIVE PLAN: The Amended Coppell 2030 Comprehensive Master Plan shows this property as Mixed Use Community Center (No Residential). 89 ITEM # 13 Page 2 of 2 DISCUSSION: This plat request is a companion item to the Lot 1, Block A, The Shops at Sandy Lake Planned Development. The plat will take the existing lot and replat it to include the mutual access, fire lanes and necessary utility easements for the development of a 14,480-sf commercial building. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending approval of The Shops at Sandy Lake Addition, Lot 1, Block A, Replat subject to the following conditions: 1. Additional comments may be generated upon detail engineering permit reviews. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ATTACHMENTS: 1. Replat 90 LOT 1, BLOCK A ARBOR MANORS D.C.C.I. NO. 20080292484 O.P.R.D.C.T. OWNER PEAK COPPELL, LLC D.C.C.I. NO. 202500005732 O.P.R.D.C.T. (88,555 SQ. FT.) 2.0329 ACRES S89°30'31"W ~ 505.50'N00°23'17"W ~ 204.75'C1 N89°30'31"E 46.52'C2C3SANDY LAKE ROAD ARBOREX. 3' WALL MAINTENANCE EASEMENT D.C.C.I. NO. 20080314835 O.P.R.D.C.T.EX. 10' UTILITY ESMT. D.C.C.I. NO. 20080314835 O.P.R.D.C.T. BLOCK B ARBOR MANORS D.C.C.I. NO. 20080314835 O.P.R.D.C.T. LOT 5LOT 6CALLED: 2.7614 ACRESFRONTIER DALLASTX FIBER 1 LLCD.C.C.I. No. 202300159902, O.P.R.D.C.T.LOT 7 EDWARD C R O W S U R V E Y ABSTRAC T N O . 3 0 1 WILD PLUM DRIVE (50' WIDE PUBLIC RIGHT-OF-WAY) (CALLED 110' WIDE PUBLIC R I G H T - O F - W A Y )DRIVE(50 ' PUBL IC R .O .W .)MANORS60' BUILDING SETBACK 30' BUILDING SETBACK20' BUILDING SETBACK 30' BU ILD ING SETBACK20' ESMT. TO COPPELLVOL. 87232, PG. 4777,D.R.D.C.T.MUTUAL ACCESS & FIRE LANE EASEMENT (BY THIS PLAT) 20' PUBLIC DRAINAGE EASEMENT (BY THIS PLAT) WATER EASEMENT (BY THIS PLAT)WATER EASEMENT (BY THIS PLAT) CROSS ACCESS, TEMPORARY CONSTRUCTION & MAINTENANCE EASEMENT AGREEMENT INS. NO. 202500005733, O.P.R.D.C.T. LOT 1R, BLOCK A L=82.50' L=20.80' L=35.91' L=24.00' L=182.14' L=10.00' L=24.00'L=38.07' 5.27'95.89'L3 L4L5L6L7C7 L8L11L12 C12 L13L16L17L18 L19L20 N10°07'29"W ~ 194.61'N10°07'29"W ~ 196.94'115.14'20.29'370.07' LOT 4 LOT 3 LOT 2 LOT 1 LOT 3X , BLOCK BARBOR MANORSD.C .C . I . NO . 20080314835O.P .R .D .C .T .LOT 1X, BLOCK AARBOR MANORSD.C.C.I. NO. 20080314835O.P.R.D.C.T.55.0'55.0'CL CL CL 25.0' 25.0' L=10.41'L1L2 C5 C 6 C8 L9L10C1 0 C 1 1 L14 L15C924.00' C4 C13 MUTUAL ACCESS & FIRE LANE EASEMENT (BY THIS PLAT)103.59'CIRF 5/8-INCH IRON ROD WITH CAP FOUND D.R.D.C.T.DEED RECORDS DALLAS COUNTY, TEXAS XCF "X" CUT FOUND * LEGEND * *GENERAL NOTES* ·The bearings and distances shown hereon are referenced to the Texas Coordinate System of 1983, Texas North Central Zone 4202, and are based on the North American Datum of 1983, 2011 Adjustment. All areas shown hereon are calculated based on surface measurements. ·Pursuant to Table A, Item 3, according to the Flood Insurance Rate Map published by the Federal Emergency Management Agency, Department of Homeland Security, and by graphic plotting only, the subject property is located in Zone "X" (areas determined to be outside the 0.2% annual chance floodplain) as shown on Map No. 48113C0155K; map revised July 7, 2014, for Dallas County and incorporated areas. This flood statement does not imply that the property and/or structures located in Zone "X" will be free from flooding or flood damage. ·This survey was prepared without the benefit of a Title Commitment prepared by a title company. The easements shown hereon are the only easements known by Spooner & Associates and does not imply that there any other easements, covenants, restrictions, or other matters of record do not affect the subject property. No other research was performed by Spooner & Associates, Inc. ·The purpose of this plat is to create easements necessary for development of the property. GRAPHIC SCALE IN FEET 30'15'0 1" = 30' 60' CIRF "SPOONER 5922" 5/8" CIRF "DAA" P.F.C. FROM WHICH A 5/8" CIRF "044" BEARS N32°59'34"W - 0.35' 5/8" CIRF "044"WHISPERING HILLS DRS BELT LINE RDW SANDY LAKE RD E SANDY LAKE RDBLACK OAK CIRSHADYDALE LNS. COPPELL ROADHEARTZ ROADW. PA R K W A Y B L V D . PLANTATION DR BRAEWOOD PROJECT LOCATION * VICINITY MAP * (NOT TO SCALE) O.P.R.D.C.T.OFFICIAL PUBLIC RECORDS DALLAS COUNTY, TEXAS SHEET 1 OF 1 OVER 30 YEARS OF SERVICE SPOONERASSOCIATES& REGISTERED PROFESSIONAL LAND SURVEYORS 309 BYERS STREET, SUITE 100, EULESS, TEXAS 76039 (817) 685-8448 WWW.SPOONERSURVEYORS.COM TBPLS FIRM NO. 10054900 ~ S&A 24082 ERIC S. SPOONER, RPLS SURVEYOR: March ~ 2026 OWNERS/APPLICANT: PEAK COPPELL LLC 14841 DALLAS PARKWAY, S-735 DALLAS, TEXAS 75254 PHONE: 314-775-4110 ATTN: BEN PAIGE THE SHOPS AT SANDY LAKE ADDITION REPLAT LOT 1, BLOCK A BEING A REPLAT OF LOT 1, BLOCK A, ARBOR MANORS, AN ADDITION TO THE CITY OF COPPELL, DALLAS COUNTY, TEXAS 2.0329 ACRES LOCATED IN THE EDWARD CROW SURVEY, ABSTRACT NO. 301 ENGINEER: DR RANKIN, PLLC 2321 DAYBREAK TRAIL PLANO, TX 75093 PH: (972) 378-0683 ATTN: DONALD R. RANKIN, P.E. * OWNER'S DEDICATION * NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, PEAK COPPELL, LLC does hereby adopt this plat, designating the property as THE SHOPS AT SANDY LAKE ADDITION, LOT 1, BLOCK A, an addition to the City of Coppell, Texas, and does hereby dedicate, in fee simple, to the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective right or ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). Water main and waste water easements shall also include additional areas of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and waste water services from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. WITNESS my hand this the ______ day of ________________________, 2026. PEAK COPPELL, LLC _________________________________ Ben Paige, Partner STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared Ben Paige, a duly authorized agent for PEAK COPPELL, LLC , known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this ________ day of_________, 2026. ____________________________________ Notary Public, State of Texas * SURVEYOR'S CERTIFICATE * STATE OF TEXAS § COUNTY OF TARRANT § THAT, I, Eric S. Spooner, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Coppell, Texas. Surveyed on the ground during the month of August, 2025. ___________________________________________ Eric S. Spooner, R.P.L.S.Date Texas Registration No. 5922 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared Eric S. Spooner, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this ________ day of_________, 2026. ____________________________________ Notary Public, State of Texas * OWNER'S CERTIFICATE * STATE OF TEXAS § COUNTY OF DALLAS § WHEREAS, PEAK COPPELL, LLC is the sole owner of a 2.0329 acre tract of land located in the Edward Crow Survey, Abstract No. 301, City of Coppell, Dallas County, Texas, said 2.0329 acre tract of land being all of LOT 1, BLOCK A, ARBOR MANORS, being an addition to the said City and State, according to the plat thereof filed for record in Dallas County Clerk's Instrument No. (D.C.C.I. No.) 20080292484, Official Public Records, Dallas County, Texas (O.P.R.D.C.T.), said 2.0329 acre tract of land also being a portion of that certain tract of land conveyed to PEAK COPPELL, LLC, by deed thereof filed for record in D.C.C.I. No. 202500005732, O.P.R.D.C.T., said 2.0329 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8-inch iron rod with a cap stamped "DAA" found at the northwest lot corner of said Lot 1, said beginning point being on the south right-of-way line of Sandy Lake Road (a 110 feet wide public right-of-way), said beginning point also being on the east property line of a called 2.7614 acre tract of land conveyed to Frontier Dallas TX Fiber 1 LLC, by deed thereof filed for record in D.C.C.I. No. 202300159902, O.P.R.D.C.T., said beginning point further being at the beginning of a curve to the left having a radius of 2,923.94 feet; THENCE along the north lot line of said Lot 1 and along the said south right-of-way line, along said curve to the left, an arc length of 417.42 feet, and across a chord which bears South 86°24'06" East, a chord length of 417.07 feet to a 5/8-inch iron rod with a cap stamped "SPOONER 5922" found; THENCE North 89°30'31" East, continuing along the said lot line and the said right-of-way line, a distance of 46.52 feet to the northeast lot corner of said Lot 1, same being the north lot corner of Lot 3X, Block B, Arbor Manors, being an addition to the said City and state, according to the plat thereof filed for record in D.C.C.I. No. 20080314835, O.P.R.D.C.T., from which a 5/8-inch iron rod with a cap stamped "044" found bears North 32°59'34" West, a distance of 0.35 feet, and being at the beginning of a non-tangent curve to the left having a radius of 250.00 feet; THENCE along the common lot line of said Lot 1 and said Lot 3X, along said curve to the left, an arc length of 112.64 feet, and across a chord which bears South 14°16'40" East, a chord length of 111.69 feet to a 5/8-inch iron rod with a cap stamped "SPOONER 5922" found at the beginning of a reverse curve to the right having a radius of 150.00 feet; THENCE continuing along the said common lot line, along said curve to the right, an arc length of 69.04 feet, and across a chord which bears South 14°00'00" East, a chord length of 68.43 feet to a 5/8-inch iron rod with a cap stamped "044" found at the southeast lot corner of said Lot 1, same being the southwest lot corner of said Lot 3X; THENCE South 89°30'31" West, along the south lot line of said Lot 1 and along a north block line of said Block B, a distance of 505.50 feet to a 5/8-inch iron rod with a cap stamped "SPOONER 5922" found at the southwest lot corner of said Lot 1, same being the northwest lot corner of Lot 6 of said Block B, and being on the said east property line of the 2.7614 acre tract; THENCE North 00°23'17" West, along the west lot line of said Lot 1 and along the said east property line, a distance of 204.75 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 2.0329 acres (88,555 square feet) of land more or less. THIS DOCUMENT IS PRELIMINARY FOR REVIEW PURPOSES ONLY ERIC S. SPOONER, R.P.L.S. March 3, 2026 POINT OF BEGINNING CIRF "SPOONER 5922" CIRF "SPOONER 5922" L=55.55'ARC LENGTH Floodplain development Permit Application No.____________ has been filed with the City of Coppell Floodplain Administration on ____________________, 2026. ___________________________________________ Floodplain Administrator CERTIFICATE OF APPROVAL The undersigned, the Planning and Zoning Commission Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of THE SHOPS AT SANDY LAKE ADDITION, LOT 1, BLOCK A, an addition to the City of Coppell, was submitted to the Planning and Zoning Commission on the ____ day of _________________, 2026, and the Planning and Zoning Commission, by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat, and said Chairman to note the acceptance thereof by signing their name as hereinabove subscribed. Witness my hand this ____ day of __________________, 2026 ____________________________________ Planning and Zoning Commission Secretary City of Coppell, Texas APPROVED AND ACCEPTED ____________________________________ Chairman, Planning and Zoning Commission City of Coppell, Texas FRANCHISE UTILITY NOTE I, Donald R. Rankin, P.E., verify that all franchise utilities have each been contacted and provided a copy of the plat and development proposal and all known franchise utility easements and/or abandonments are currently shown. ___________________________________ Donald R. Rankin, PE Registered Professional Engineer LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 BEARING S00°28'19"W N87°26'39"W N86°44'12"W S00°29'30"E S89°30'31"W N00°29'30"W N86°44'12"W N76°15'05"W S03°05'28"W S89°36'43"W N20°02'47"E S76°15'05"E S86°44'12"E S87°26'39"E N00°28'19"E S03°55'21"W S86°04'39"E N03°55'21"E S00°43'29"W S89°16'31"E DISTANCE 8.32' 62.90' 65.68' 53.64' 24.00' 59.15' 35.53' 25.62' 14.19' 0.54' 37.84' 34.33' 185.24' 62.75' 8.32' 15.08' 24.00' 14.75' 15.02' 9.31' CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 RADIUS 2923.94' 250.00' 150.00' 54.00' 30.00' 30.00' 54.00' 30.00' 40.00' 40.00' 30.00' 30.00' 30.00' LENGTH 417.42' 112.64' 69.04' 86.79' 49.09' 45.16' 9.88' 52.70' 25.55' 24.82' 28.29' 5.49' 48.22' CH BEARING S86°24'06"E S14°16'40"E S14°00'00"E S46°30'50"W S46°23'09"W N43°36'51"W N81°29'38"W S53°25'11"W N03°41'57"W N39°59'37"W S49°14'06"E S81°29'38"E N46°30'50"E CH LENGTH 417.07' 111.69' 68.43' 77.74' 43.79' 41.01' 9.87' 46.18' 25.11' 24.42' 27.25' 5.48' 43.19' 91