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BP 2023-08-17 PZPlanning & Zoning Commission City of Coppell, Texas Meeting Agenda 255 E. Parkway Boulevard Coppell, Texas 75019-9478 255 Parkway Blvd.6:00 PMThursday, August 17, 2023 Edmund Haas Glenn Portman (Chair) (Vice Chair) Cindy Bishop Sue Blankenship Freddie Guerra Kent Hafemann Ed Maurer Notice is hereby given that the Planning and Zoning Commission of the City of Coppell, Texas, will meet on Thursday, August 17, 2023, in Regular Called Session at 6:00 p.m. for Work Session, and Regular Session at 6:30 p.m., at Town Center, 255 Parkway Boulevard, Coppell, Texas. As authorized by Section 551.071(2) of the Texas Government Code, this meeting may be convened into closed Executive Session for the purpose of seeking confidential legal advice from the City Attorney on any agenda item listed herein. The City of Coppell reserves the right to reconvene, recess or realign the Work Session, or called Executive Session, or order of business, at any time prior to adjournment. As authorized by Section 551.127, of the Texas Government Code, one or more commissioners or employees may attend this meeting remotely using videoconferencing technology. The purpose of this meeting is to consider the following items: Regular Session (Open to the Public) 1.Call to Order 2.Work Session (Open to the Public) a. Discussion of agenda items Regular Session (Open to the Public) 3.Citizens Appearance Page 1 City of Coppell, Texas Printed on 8/16/2023 August 17, 2023Planning & Zoning Commission Meeting Agenda Provide an opportunity for citizens to address the Planning and Zoning Commission on any matter. Anyone wishing to address the commission should register prior to the start of the meeting. There is a two (2) minute time limit for each citizen to speak however, additional time may be granted by the commissioners. The Planning and Zoning Commission is not permitted to take action on any subject raised by a speaker during Citizens' Appearance. 4.Consider approval of the June 15, 2023, Planning and Zoning meeting minutes. June 15, 2023 Planning and Zoning Meeting Minutes.pdfAttachments: 5.PUBLIC HEARING: Consider approval of PD-264R-RBN5, Easthaven (Eastlake) Lot 1X, Block D, a zoning change request from PD-264-RBN5 (Planned Development-264-Residential Urban Neighborhood 5) to PD-264R-RBN5 (Planned Development-264 Revised-Residential Urban Neighborhood 5) to allow the removal of five (5) Leyland Cypress Trees on 7.1 acres of property located on Common Area Lot 1X, Block D, at the request of Easthaven HOA, being represented by affected property owner, Kristina Lowe. STAFF REP.: Matt Steer Staff Report.pdf Photo of Trees.pdf Photos of Cypress Knees at 635 Canemount.pdf Email from Applicant.pdf Attachments: 6.PUBLIC HEARING: Consider approval of PD-310-SF-12, Cameron Country Lot 1, Block 1, PD-310-SF-12, Cameron Country Lot 1, Block 1, a zoning change request from SF-12 to PD-310-SF-12 (Planned Development-310-Single Family-12) to allow the construction of a 750 square foot accessory structure (24 feet in height) in the rear yard and a stone & iron wall in the front yard on 1.1 acres of property located at 812 Deforest, at the request of Cherie Cao, being represented by Greg Frnka, GPF Architects, LLC. STAFF REP.: Matt Steer Staff Report.pdf Site Plan.pdf Floor Plan & Elevations.pdf Attachments: 7.PUBLIC HEARING: Consider approval of PD-210R2-SF-9, 416 Kaye Street (STR), a zoning change request from PD-210-SF-9 (Planned Development-210 - Single-Family-9) to PD-210R2-HC (Planned Development-210 Revision 2- Single-Family 9) to approve a Short-Term Rental (STR) on 0.22 acres of property located at 416 Kaye Street, at the request of Lorna Bell, the property owner. Page 2 City of Coppell, Texas Printed on 8/16/2023 August 17, 2023Planning & Zoning Commission Meeting Agenda STAFF REP.: Mary Paron-Boswell Staff Report.pdf Site Plan.pdf Parking Plan.pdf Room for Rent Sketch.pdf Pamphlet.pdf Photos.pdf Airbnb Listing.pdf Attachments: 8.PUBLIC HEARING: Consider approval of PD-308R-C, Kroger Fuel Station, a zoning change request from PD-308-C (Planned Development-308-Commercial) to PD-308R-C (Planned Development-308 Revised-Commercial), to allow a revised plan for a new fuel service station with five (5) fuel pumps located at 950 E. Sandy Lake Road, at the request of Coppell Wood Kroger, LLC., being represented by Clay Cristy of Claymoore Engineering. STAFF REP.: Matt Steer Staff Report.pdf Letter from Applicant.pdf Site Plan.pdf Landscape Plan.pdf Tree Survey.pdf Elevations.pdf Signage Plan.pdf Photometric Plan.pdf Parking Study.pdf Attachments: 9.PUBLIC HEARING: Consider approval of PD-311-LI, AstraZeneca Tank Farm, Being a portion of Lot 3R1, Block 8, Parkwest Commerce Center, a zoning change request from LI to PD-311-LI (Planned Development-311-Light Industrial) to allow the construction of a 19,893 square foot accessory tank farm structure and a 8,149 square foot building addition to the existing office/warehouse building on approximately 8 acres on a portion of Lot 3R1, Block 8 located at 508 Wrangler Drive, at the request of ML Realty on behalf of AstraZeneca, being represented by Allen Hager, DPR Construction. STAFF REP.: Mary Paron-Boswell Staff Report.pdf Detail Site Plan.pdf Elevation Renderings.pdf Floor Plan.pdf Landscape Plan.pdf Narrative.pdf Attachments: Page 3 City of Coppell, Texas Printed on 8/16/2023 August 17, 2023Planning & Zoning Commission Meeting Agenda Parking Memo.pdf 10.PUBLIC HEARING: Consider approval of PD-309-SF-12 & C, Forest Creek, Lots 1 & 2, Block A, a zoning change request from C (Commercial) to PD-309-SF-12 & C (Planned Development-309-Single Family-12 & Commercial), to allow the development of a residence and professional office building on two lots totaling 2.05 acres of property located on the west side of S. Denton Tap Road approximately 450 feet north of W Bethel Road, at the request of Jose Fernando Teruya, FTA Design Studio, Inc. STAFF REP.: Mary Paron-Boswell Staff Report.pdf Detail Site Plan.pdf Elevation Renderings and Material Exhibit.pdf Landscape Plan.pdf Attachments: 11.Consider approval of Forest Creek, Lots 1 & 2, Block A, a minor plat, to allow the development of a residence and professional office building on two lots, totaling 2.05 acres of property, located on the west side of S. Denton Tap Road, approximately 450 feet north of W Bethel Road, at the request of Jose Fernando Teruya, FTA Design Studio, Inc. STAFF REP.: Mary Paron-Boswell Staff Report.pdf Plat.pdf Attachments: 12.Update on City Council items 13.Adjournment CERTIFICATE I certify that the above Notice of Meeting was posted on the bulletin board at the City Hall of the City of Coppell, Texas on this 11th day of August, 2023, at _____________. ______________________________ Kami McGee, Board Secretary 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 8/16/2023 255 E. Parkway Boulevard Coppell, Texas 75019-9478 City of Coppell, Texas Minutes Planning & Zoning Commission 6:00 PM 255 Parkway Blvd.Thursday, June 15, 2023 Edmund Haas Glenn Portman (Chair) (Vice Chair) Cindy Bishop Sue Blankenship Freddie Guerra Ed Maurer PRESENT: Chairman, Edmund Haas; Vice Chair, Glenn Portman; Commissioner, Sue Blankenship; Commissioner, Ed Maurer; Commissioner, Freddie Guerra; and Commissioner, Cindy Bishop (virtually via Zoom). Also present were Matt Steer, Development Services Administrator; Mary Paron-Boswell, Senior Planner; Cole Baker, E.I.T., Graduate Engineer; Shelby Fletcher, Senior Administrative Assistant; and Kami McGee, Board Secretary. Notice was given that the Planning and Zoning Commission of the City of Coppell, Texas, met on Thursday, June 15, 2023, in Regular Called Session at 6:00 p.m. for Work Session, and Regular Session at 6:30 p.m., at Town Center, 255 Parkway Boulevard, Coppell, Texas. As authorized by Section 551.071(2) of the Texas Government Code, this meeting may be convened into closed Executive Session for the purpose of seeking confidential legal advice from the City Attorney on any agenda item listed herein. The City of Coppell reserves the right to reconvene, recess or realign the Work Session, or called Executive Session, or order of business, at any time prior to adjournment. As authorized by Section 551.127, of the Texas Government Code, one or more commissioners or employees may attend this meeting remotely using videoconferencing technology. The purpose of this meeting was to consider the following items: Call to Order1. Chairman Haas called the meeting to order at 6:00 p.m. Work Session (Open to the Public) a. Discussion of agenda items 2. Page 1City of Coppell, Texas June 15, 2023Planning & Zoning Commission Minutes Staff briefed the commission on the cases listed on the agenda and answered questions. Regular Session (Open to the Public) Citizens Appearance3. 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 two (2) minute time limit for each citizen to speak however, additional time may be granted by the commissioners. The Planning and Zoning Commission is not permitted to take action on any subject raised by a speaker during Citizens' Appearance. 4.Consider approval of the May 18, 2023, Planning and Zoning meeting minutes. A motion was made by Vice Chairman Portman, seconded by Commissioner Maurer, to approve the minutes of the May 18, 2023, Planning and Zoning meeting. The motion passed unanimously, 6-0. 5.PUBLIC HEARING: Consider approval of PD-295R4-HC, Popeyes Chicken Restaurant, a zoning change request from PD-295-HC (Planned Development-295-Highway Commercial) to PD-295R4-HC (Planned Development-295 Revision 4-Highway Commercial, to approve a Detail Site Plan for a Popeyes Chicken sit down/drive-thru restaurant on 0.97 acres of property located on the south side of SH 121 between Freeport Parkway and Northwestern Drive, just southwest of the proposed Tim Hortons, at the request of Archway 121 Coppell, LTD, being represented by Clay Cristy of Claymoore Engineering. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell, Senior Planner presented the case with exhibits and stated that staff is recommending approval of the request subject to the following conditions: 1. There may be additional comments during the Detail Engineering review. 2. A plat will be required showing the revised fire lanes and easements. 3. PD Conditions: a. To allow for the attached building signage of 62.3-sf as shown on the elevations. b. That all other signage shall comply with City regulations. c. The brick on the trash enclosure shall match the brick on the building and have a pedestrian opening. d. Plans for the linear park shall require staff approval. e. Future sidewalk to be constructed by property owner when deemed necessary by the City Engineer. Page 2City of Coppell, Texas June 15, 2023Planning & Zoning Commission Minutes Chairman Haas opened the Public Hearing and advised that no one wished to speak. Chairman Haas closed the Public Hearing. A motion was made by Vice Chairman Portman, seconded by Commissioner Guerra, to approve the agenda item with staff conditions. The motion passed unanimously, 6-0. 6.PUBLIC HEARING: Consider approval of PD-295R5-HC, Tim Hortons Restaurant, a zoning change request from PD-295-HC (Planned Development-295-Highway Commercial) to PD-295R5-HC (Planned Development-295 Revision 5-Highway Commercial, to approve a Detail Site Plan for a Tim Hortons sit down/drive-thru restaurant on 0.76 acres of property located on the south side of SH 121 between Freeport Parkway and Northwestern Drive, southwest of the QT (northeast of the proposed Popeyes), at the request of Archway 121 Coppell, LTD, being represented by Clay Cristy of Claymoore Engineering. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell, Senior Planner presented the case with exhibits and stated that staff is recommending approval of the request subject to the following conditions: 1. There may be additional comments during the Detail Engineering review. 2. A plat will be required showing the revised fire lanes and easements. 3. PD Conditions: a. To allow for the attached building signage of 49.8-sf as shown on the elevations. b. All other signage shall comply with City regulations. c. Plans for the focal point/linear park shall require staff approval. d. Parking shall be allowed in the front yard as shown. e. The brick on the trash enclosure shall match the brick on the building and have a pedestrian opening. f. Future sidewalk to be constructed by property owner when deemed necessary by the City Engineer. Clay Christie, 1903 Central Drive, Bedford, TX, Claymoore Engineering, was present to answer questions of the Commission regarding the ADA parking spots and stated he was in agreement with staff conditions. Chairman Haas opened the Public Hearing and advised that no one wished to speak. Chairman Haas closed the Public Hearing. A motion was made by Vice Chairman Portman, seconded by Commissioner Maurer, to approve the agenda item with staff conditions. The motion passed unanimously, 6-0. 7.PUBLIC HEARING: Consider text change amendments to the Code of Ordinances, Chapter 12, Article 35 - Accessory Structure Regulations; removing the verbiage of required materials and exception thereto; allowing for pool cabanas with a 3/4 bath (toilet, sink & shower), workshops with a 1/2 bath (toilet, sink), and other accessory structures with a utility sink or 3/4 bath; Page 3City of Coppell, Texas June 15, 2023Planning & Zoning Commission Minutes specifically prohibiting sleeping chambers in all accessory buildings; amending the minimum setbacks and maximum heights of accessory structures; amending verbiage from pool "liner" to pool "shell"; requiring carports to be accessed only off the rear alley, and amending the minimum setbacks and maximum heights of carports. STAFF REP.: Matt Steer Matt Steer, Development Services Administrator, presented the case with exhibits stating that staff is recommending approval of the Chapter 12, “Zoning”, Article 35 “Accessory Structures Regulations” text amendments. Chairman Haas opened the Public Hearing and advised that no one wished to speak. Chairman Haas closed the Public Hearing. A motion was made by Vice Chairman Portman, seconded by Commissioner Guerra, to approve the agenda item with staff conditions. The motion passed unanimously, 6-0. 8.PUBLIC HEARING: Consider text change amendments to the Code of Ordinances, Chapter 12, Article 29(B)(ii) Provisions for Business Zoning Districts, increasing the maximum allowable attached building sign area from 0.5 sq. ft. to 1 sq. ft. per aggregate linear foot of frontage for tenants with multiple facades that face two public streets. STAFF REP.: Matt Steer Matt Steer, Development Services Administrator, presented the case with exhibits stating that staff is recommending approval of the Chapter 12, Article 12-29-4 (B)(ii) Sign Regulations, Provisions for Business Zoning Districts, text amendments. Chairman Haas opened the Public Hearing and advised that no one wished to speak. Chairman Haas closed the Public Hearing. A motion was made by Vice Chairman Portman, seconded by Commissioner Blankenship, to approve the agenda item with staff conditions. The motion passed unanimously, 6-0. 9.PUBLIC HEARING: Consider text change amendments to the Code of Ordinances, Chapter 12, Article 31-3(2) (Off-street loading spaces all districts); amending the off-street parking requirements for kindergartens, day schools, and similar child training and care establishments; allowing for 3 parking spaces in lieu of the required circular drive. STAFF REP.: Mary Paron-Boswell Mary Paron-Boswell, Senior Planner, presented the case with exhibits stating that staff is recommending approval of the Special Use Permit ordinance text amendments. Chairman Haas opened the Public Hearing and advised that no one wished to speak. Chairman Haas closed the Public Hearing. Page 4City of Coppell, Texas June 15, 2023Planning & Zoning Commission Minutes A motion was made by Vice Chairman Portman, seconded by Commissioner Bishop, to approve the agenda item with staff conditions. The motion passed unanimously, 6-0. Update on City Council items10. Chairman Haas stated that the commission was updated on City Council items during Work Session. Adjournment11. There being no further business before the Planning and Zoning Commission, Chairman Haas adjourned the meeting at 7:24 p.m. _________________________________ Edmund Haas, Chair _________________________________ Kami McGee, Board Secretary Page 5City of Coppell, Texas ITEM # 5 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE NO; PD-264R-RBN-5, Easthaven (Eastlake) P&Z HEARING DATE: August 17, 2023 C.C. HEARING DATE: September 12, 2023 STAFF REP.: Matthew Steer AICP, Development Services Administrator LOCATION: Lot 1X, Block D at 631 Rock Springs Road SIZE OF AREA: 7.1 acres of property CURRENT ZONING: PD-264-RBN-5 (Planned Development 264 - RBN5- Residential Urban Neighborhood) REQUEST: A zoning change request to allow the removal of five (5) Leyland Cypress Trees. APPLICANT: Owner: Affected Property Owner Eastlake Residential Community, Inc. Kristina Lowe Barbara Messer, HOA President 635 Canemount Lane PO Box 650255 Coppell, Texas 75019 Dallas, Texas 75265 HISTORY: The subject property was zoned Retail in 1983. In 2003, the designation on the Comprehensive Land Use Plan was changed from Light Industrial/Showroom Uses to Freeway Commercial. As part of the Council’s action, although originally proposed to be rezoned from Retail to Highway Commercial, per request of the neighbors, and as agreed to by the property owner, this property retained its R (Retail) zoning designation. On the property abutting to the west, Council approved the Westhaven PD and Preliminary Plat to permit 297 single family homes, and 37 common area lots to be in accordance with the 2030 Coppell 2030, A Comprehensive Master Plan, which designates this property as suitable for Urban Residential Neighborhood. On February 12, 2013, City Council approved the Final Plat for Phase 1 of this development with 143 residential lots and 26 common area lots. On March 26, 2013, the Westhaven PD was amended to reduce the rear yard setback from 50 feet from SH 121 R.O.W. to 45 feet on 11 lots. In June 2013, the zoning to Planned Development 264-RBN-5, to allow the development of 58 single-family lots and 3 common area lots was approved. ITEM # 5 Page 2 of 3 TRANSPORTATION: State Highway 121 is a Freeway (Principal Arterial) built to standard, within a variable right-of-way. SURROUNDING LAND USE & ZONING: North- S.H. 121, HC (Highway Commercial), undeveloped South - SF-9 & SF-12 – Copperstone Subdivision, single-family residential East - PD-133R-SF-9 – Magnolia Park Subdivision, single-family residential West - PD-255-SF – Westhaven Subdivision (single-family residential) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, designates this property as suitable for Urban Residential Neighborhood, which is defined as areas to provide “for a wide variety of higher density residential uses (typically greater than four dwelling units per acre) that serve the needs of residents seeking alternatives to low and medium density single-family detached housing”. DISCUSSION: As noted above, the subdivision was approved in June of 2013. Along the east of the subdivision, a 38’ wide buffer area was approved. This contains an 8’ wide concrete flume, ground cover and trees, which provide a physical and visual separation as well as to accommodate drainage. The intention was to preserve as many of the existing trees as possible in this buffer area. Unfortunately, there are five (5) Leyland Cypress trees that are negatively impacting the adjacent property to the east, specifically the backyard of the residence at 635 Canemount Lane. According to the applicant, the five (5) Cypress trees that are behind the fence and on the Easthaven property are producing “Cypress Knees” all over their backyard (see photos attached). Over the years they have spent thousands of dollars having them ground down and trying to remove the knees, but they just keep coming back. The roots are travelling up under their retaining wall and coming up about five feet to the surface of their backyard. Aside from wreaking havoc in their flower beds and lawn, they are concerned that the knees are going to make it to their pool, pool deck and foundation and do permanent damage if they continue. The owner of this property and the Easthaven (Eastlake) HOA have agreed to remove the trees. When they came to pull a tree removal permit, the fees were assessed at $10,600. The fees were calculated are as follows: Tree 1- measured 9” cal. X $100 Tree 2- measured 13” cal. X $200 Tree 3- measured 16.5” cal. X $200 Tree 4- measured 13.5” cal. X $200 Tree 5- measured 11” cal. X $100 Typically, a residential property owner can remove or plant trees on their own property without the need for a tree removal permit or the payment of fees. These trees, however, are located in a common area lot, not considered a residential lot; therefore, a tree removal permit was required, and fees were assessed. The applicant is requesting a waiver of the fees. In consultation with the City Attorney, it was determined that the method to ask for a waiver of fees is through the zoning process with an amendment to the approved Tree Preservation Plan. ITEM # 5 Page 3 of 3 RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of PD-264R-RBN-5, Easthaven (Eastlake) tree removal without mitigation fees. 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. Photo of Trees 2. Photos of Cypress Knees at 635 Canemount Lane 3. Email from Applicant 635 Canemount From: kristina thelowestx.com <kristina@thelowestx.com> Sent: Wednesday, June 14, 2023 3:32 PM To: Layne Cline <layne.cline@coppelltx.gov> Cc: teeitup19@gmail.com Subject: 635 Canemount Lane-Magnolia Park Hi Layne, My name is Kristina Lowe and we live at 635 Canemount Lane in Magnolia Park. Our property backs up to the Eastgate neighborhood and we are having some issues in our yard coming from the Cypress Trees on their property behind us. I stopped in to try to get some clarity and spoke with Matthew and Mary. They said I need to get with you…they know the whole situation, understand the issues and are perplexed on how to handle it. Basically, the 5 Cypress trees that are behind our fence and on the Eastgate property (which they are responsible for ) are producing “Cypress Knees” all over our backyard. Over the years we have spend thousands of dollars having them ground down and trying to remove them, but they just keep coming back. The roots are literally travelling up under our retaining wall and coming up about 5 feet to the surface of our backyard. Aside from wreaking havoc in our flower beds and lawn, we are concerned that they are going to make it to our pool, pool deck and foundation and do permanent damage if they continue. We have spoken to the HOA behind us and they acknowledge the property is their’ s and they are responsible for it, but don’t want responsibility for the tress as they didn’t plant them. The trees were existing when they purchased the property and took it over. In fact, they were there before we moved in the home-as all the tress back there were. They have told us that they do not have the funds to cut the trees down and take care of the situation properly. They have also said they would have to vote on the trees being removed. And if we wanted to remove them we would have to get the permits and incur all the expense. So basically, taking no responsibility for something they are responsible for. I have reached out to several Tree Services as well as a Certified Arborist and the only way to fix the problem permanently is to have the trees cut down, herbicide put on the trunks for a day or so and then have the stumps grinded. That is what we would like to do and avoid the continued nuisance to our yard, the cost incurred fixing the issue, and avoid long term damage that will happened if let go. When talking with Matthew and Mary we were brainstorming on how we could possibly get the permits waived by the city since the tress are doing harm and not providing any benefit to us. Do you think that is a possibility? It seems crazy to pay fees for taking tress down that are a nuisance and have potential to causing more issues. In fact, one is completely overtaken with a vine, leaning over and crowding another tree out. We are hoping that one doesn’t land on our fence in the next big storm. Please let me know if you have any if you think this is something we can work on. At least that would minimize the overall cost that is falling on our shoulders if we want to protect the integrity of our property. Even better if the city would like to take care of cutting down the trees altogether-that would be great! Please reach out to me at your earliest convenience so we can discuss this further. If you would like to meet and walk the property, we would be happy to do that too. I am heading out of town for a few days but my husband will be around. We are trying to lay grass in our backyard in the next few weeks, so hoping to get a solution as soon as possible. Sincerely, Kristina Lowe 972.489.5764 Perry Lowe 972.740.5280 ITEM # 6 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD-310-SF-12, Cameron Country Lot 1, Block 1 P&Z HEARING DATE: August 17, 2023 C.C. HEARING DATE: September 12, 2023 STAFF REP.: Matthew Steer, AICP, Development Services Administrator LOCATION: 812 Deforest Road SIZE OF AREA: 1.1 acres of property CURRENT ZONING: SF-12 (Single Family-12) REQUEST: PD-310-SF-12 (Planned Development-310-Single Family-12) to allow the construction of a 750 square foot accessory structure (24 feet in height) in the rear yard and a stone & iron wall in the front yard APPLICANT: Architect: Owner: Greg Frnka Cherie Cao 549 E Sandy Lake Road, Suite 100 812 Deforest Road Coppell, Texas 75019 Coppell, Texas 75019 972-824-7966 cheriecao.cn@hotmail.com> gfrnka@gpfarchitects.com HISTORY: The minor plat of this property establishing a buildable lot was approved in 1998.The residence was built in 2000. HISTORIC COMMENT: It is not included as part of the Historic Resource Survey and has no historic significance. TRANSPORTATION: Deforest Road is a 28-foot, two-lane concrete roadway within a 50-foot right-of- way. ITEM # 6 Page 2 of 3 SURROUNDING LAND USE & ZONING: North: Residential – Estates of Cambridge Manor 1, PD-131-SF-12 South: Residential – Raintree Village, PD-137-SF East: Residential – Estates of Cambridge Manor 1, PD-131-SF-12 West: Residential – Stratford Manor, PD-161R-SF-12 COMPREHENSIVE PLAN: The 2030 Comprehensive Plan of shows the property as suitable for Residential Neighborhood. DISCUSSION: Site Plan: The proposed improvements shown on the Site Plan are for a 750 square foot pool building located in the rear of the property and a 7’ stone & iron wall in the front of the property with sliding gates at the drive. The gates are set back 20’ from the pavement to allow a vehicle to wait while the gate slides open. Elevations: The proposed pool building will match the existing home in material and architectural style. They are requesting an exception to the 16’ height requirement. The proposed structure has a steep gable roof that is 23’ 3” to the peak. The 8’ stone & iron wall will match the stone screening wall to the west. In between the 8’ columns, a 4’ iron component is proposed to be on a 3’ stone base. Given that this is located at the front of the house and not the side or rear, this is appropriate. The sliding gates are proposed to be decorative metal or iron. Floor Plan: The floor plan for the accessory structure shows a large room, storage closet, a sink, a shower and a toilet. This is not permitted as an accessory dwelling unit and is listed as a condition. Staff is in support of the proposal and recommends approval. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of PD-310-SF-12, subject to the following conditions: 1. There may be additional comments at the time of Building Permit. 2. The proposed pool building shall not be used as an accessory dwelling unit. 3. The proposed pool building maximum height be allowed to be 24’ as opposed to the maximum 16’ required in the Zoning Ordinance. 4. The stone & iron wall be allowed within the front yard as depicted on the Site Plan. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ITEM # 6 Page 3 of 3 ATTACHMENTS: 1. Site Plan 2. Floor Plan & Elevations A1.0 CAO RESIDENCESite Plan Scale: 1" = 20'01Site DataPlanned Development ConditionsNew Stone and Iron WallNo Scale01Existing Front ElevationNo Scale01Existing Stone WallNo Scale01 A2.0 CAO RESIDENCEWest ElevationScale: 1/4" = 1'-0"Concept Floor PlanScale: 1/4" = 1'-0"01North ElevationScale: 1/4" = 1'-0"East ElevationScale: 1/4" = 1'-0"South ElevationScale: 1/4" = 1'-0" ITEM # 7 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE No.: PD-210R2-SF-9 – 416 Kaye Street (STR) P&Z HEARING DATE: August 17, 2023 C.C. HEARING DATE: September 12, 2023 STAFF REP.: Mary Paron-Boswell, AICP Senior Planner LOCATION: 416 Kaye St. SIZE OF AREA: 0.22 acres CURRENT ZONING: PD-210-SF-9 (Planned Development 210 – Single-Family 9) REQUEST: PD-210-SF-9 (Planned Development 210 – Single-Family 9) to PD-210R2-SF-9 (Planned Development 210 Revision 2 – Single-Family 9) to approve a short-term rental on 0.22 acres of property located at 416 Kaye Street, at the request of Lorna Bell, the property owner. APPLICANT: Owner: Lorna Bell 416 Kaye St. Coppell, TX 75019 972-489-2734 loronbell@aol.com HISTORY: On May 30, 2023, the Coppell City Council approved an ordinance amending the Code of Ordinances, Chapter 12, Article 30 (S or SUP, Special Use Permits) defining and establishing Special Use Permit requirements for lodging houses (short-term rental,(STRs), bed and breakfasts, boarding homes, hostels, vacation homes, and corporate housing) within SF-7, SF-9, SF-12, SF-18, SF-ED and H Districts. All existing and future short-term rentals will be required to have a Special Use Permit (SUP) in addition to registering with the city, in order to legally operate in the City of Coppell. HISTORIC COMMENT: This property has no noted historical significance. TRANSPORTATION: Kaye Street is a local street. ITEM # 7 Page 2 of 3 SURROUNDING LAND USE & ZONING: North: Residential (SF-12 & PD-95-SF-9) South: Residential (PD-210R-SF-9) East: Residential (PD-210-SF-9) West: Residential (PD-210-SF-9) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as appropriate for Residential Neighborhood. DISCUSSION: The applicant has owned the home since 2006 and has a homestead exemption. The home has been used for short-term rentals since the end of 2018. This home has one bedroom for rent with a maximum of two (2) guests and is proposing to continue with this same setup, with the owner of the property residing here as well. Typically, a Special Use Permit (SUP) is required for a short -term rental (STR). Because this lot is currently part of an existing Planned Development (PD) District, an amendment to the PD is more appropriate and accomplishes the same result as an SUP. Site Plan The residence is located on a cul-de-sac street. The single-family home has a two- car garage and additional 2 spaces on the circle driveway for guest vehicles to park. Guests have access to the guest bedroom, a private bathroom adjacent to the bedroom and the patio and garden outside which offers various seating options. There are no signs on the buildings indicating that it is a STR. The site is listed on the Airbnb website and the applicant is listed as a “Superhost” (4.98/5). Superhosts are hosts that go above and beyond in their hosting duties, are top-rated, experienced at making their guests welcome, provide outstanding hospitality, and are considered reliable and responsive. Staff has communicated with Code Enforcement and the Police Department and there have been no complaints for this address related to the STR. Staff has confirmed with the Finance Department that the applicant is up to date on paying their quarterly HOT taxes and submitting them to the city. Part of the current process for having a STR is registering with the city, which will still be required should this case be approved. The applicant is asking for the fees to be waived, which will be part of City Council’s purview and not something that P&Z will have to vote on. Staff is in support of the proposal and recommends approval. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the request subject to the following conditions: 1. PD Conditions: a. To obtain a STR permit prior to their current one expiring. b. Notify staff of any change of property ownership. ALTERNATIVES: ITEM # 7 Page 3 of 3 1. Approval of the request 2. Denial of the request 3. Modification of the request 4. Take the case under advisement to a future date ATTACHMENTS: 1. Site Plan 2. Parking Plan 3. Room for Rent Sketch 4. Pamphlet 5. Photos 6. Airbnb Listing 416 Kaye Street – STR Application Bathroom & Guest Bedroom Yard ITEM # 8 Page 1 of 6 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE NO.: PD-308R-C, Kroger Fuel Service Station P&Z HEARING DATE: August 17, 2023 C.C. HEARING DATE: September 12, 2023 STAFF REP.: Matthew Steer, AICP, Development Services Administrator LOCATION: Northeast corner of the Kroger parking lot at 950 E Sandy Lake Road. SIZE OF AREA: 7.04 acres of property CURRENT ZONING: PD-308-C, Kroger Fuel Service Station REQUEST: A zoning change request to allow a revised plan for a new fuel service station with five (5) fuel pumps APPLICANT: Coppell Wood Kroger, LLC. ClayMoore Engineering 1404 W Pioneer Dr. 1903 Central Dr., Suite 406 Irving, Texas 75061 Bedford, Texas 76021 817-281-0572 Clay@ClayMooreEng.com HISTORY: Triland Investment Group requested a C (Commercial) zoning district on an ll.03- acre site prior to 1985. In 1985, a Special Use Permit was granted for a 49,074- square-foot Kroger store within an 115,169-square-foot center on this 11-acre tract of property, which was also platted at that time and provided approximately one- half of an acre for street right-of-way. In October of 1993, Council approved a rezoning request on 3.5 acres of the property from C (Commercial) to SF-7 (Single Family-7), which was developed as the Waters Edge, Phase 2, residential subdivision. In October 1994, Council approved a replat to allow for a day-care facility on a portion of this tract, which was never constructed. In April 1995, this tract was again replatted to adjust the lot sizes between Lots 3A and 3B. In September 1995, Council approved a replat on this 7.04-acre tract and Special Use Permit-1098R to ITEM # 8 Page 2 of 6 allow for the construction of this approximate 61,000-square-foot Kroger store. Conditions of the SUP included a stipulation that no deliveries will occur between the hours of 10 p.m. and 6 a.m. In April 2004, City Council approved an amendment to this SUP to allow for a drive-through pharmacy window on the west side of the building. This was approved subject to the hours of operation for the pharmacy not to exceed 9 a.m. to 9 p.m. Monday through Friday, 9 a.m. to 7 p.m. Saturday and 10 a.m. to 4 p.m. on Sunday. There was also a condition that dead and missing trees in the perimeter landscape areas adjacent to the single-family homes must be replaced. In July 2005, a request for a gas station was denied by the Planning Commission. This was located on the Sandy Lake Road frontage and had four of gas pumps. At that meeting, the Commission asked the applicant to consider changes to the plans as follows: 1. Relocating the gas pumps to the eastern corner of the parking lot, towards MacArthur Boulevard, 2. Eliminating the pay phone, ice machine and retail display units, 3. Changing the start of operational hour for the gas pumps from 6 am to 7 am, 4. Providing mature landscaping (a minimum of six-caliper inches) in every gap that existing along the western property line, 5. Increasing the height of the existing berm along Sandy Lake Road to measure an additional two feet before planting additional landscaping on top, 6. Compliance with all required building materials, 7. Soften the appearance of this use, including a hooded canopy to control lighting, 8. Consider additional landscaping within the islands on the western end of the parking lot to better buffer the existing residential neighborhood. In the end, the applicant did not appeal the case to Council. Some of the recommendations from above have been included in the current proposal. Kroger came before the Planning and Zoning Commission and City Council earlier this year requesting a gas station with five (5) fuel pumps to be located at the northeastern portion of the site. This was approved by City Council (5-2) and in July 2023, Council adopted an ordinance with the following conditions: 1. That accept as amended herein, the property and PD 308-C shall be developed in accordance with Ordinance 91500-A-373 and Ordinance 91500-A-109 with the previous development regulations, which are hereby incorporated herein as set forth in full and hereby republished. 2. The hours of operation for the drive through pharmacy window shall not exceed: 9 a.m. to 9 p.m. - Monday through Friday, 9 a.m. to 7 p.m. -Saturday, and 10 a.m. to 6 p.m. on Sunday. 3. The exterior lights on the north and west perimeter of the property may be illuminated and maintained in accordance with the glare and lighting standards of the Zoning Ordinance. ITEM # 8 Page 3 of 6 4. In addition to the original regulations, as amended, no outside storage of materials or goods will be permitted under the fuel station canopy. 5. An additional 40 square-foot monument sign for fuel pricing shall be constructed and maintained as shown on the Site Plan and Signage Plans. 6. The entire site shall have 309 parking spaces, inclusive of Americans with Disabilities regulations as provided in Site Plan. 7. The hours of operation of the fuel bays shall be 6 a.m. to 12 a.m. daily. Exterior canopy lighting shall emit no greater than 50.5 fc as provided in Exhibit G; and, shall be dimmed to minimum average of 1 fc between the hours of 12 a.m. and 6 a.m. 8. The proposed trees as provided in the Landscape Plan shall be planted and kept in a healthy growing state to mitigate any aperture in screening, regardless of the current state of the tree configuration. 9. Address light screening towards the residential areas and landscaping deficiencies. 10. Fuel deliveries are prohibited between the hours of 3 p.m. - 4 p.m., Monday through Friday. 11. If warranted after the installation of the fuel bays, the owner and/or occupant shall fund its share of the cost to install a traffic signal at the intersection of Village Parkway and MacArthur. HISTORIC COMMENT: There is no historic significance associated with the subject property. TRANSPORTATION: MacArthur Boulevard is a four-land divided thoroughfare within a ll0-foot R.O.W., shown on the Thoroughfare Plan as a P6D, six-lane divided thoroughfare. Sandy Lake Road is a four-lane divided thoroughfare within a 110-foot R.O.W., shown on the Thoroughfare Plan as a C4D four-lane divided thoroughfare. SURROUNDING LAND USE & ZONING: North - Waters Edge 1 subdivision; PD-125-SF-7; South - Woodridge Section 5; PD-145; East - Retail and vacant property; C (Commercial); West - Waters Edge 2 subdivision; SF-7 and PD-125-SF-7 COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, designates this area as Neighborhood Center Retail. Such areas should serve the daily shopping, dining and service needs of the surrounding nearby residential neighborhoods. DISCUSSION: As mentioned in the history section, a similar proposal was approved in June 2023. This proposal shifts the previously approved gas pumps to the south (closer to Sandy Lake) approximately 250 feet. The proposed route of the fuel delivery truck has changed. This was previously approved route was to enter from MacArthur Blvd for fill up and then circle the main building and exit onto Sandy Lake Road. In ITEM # 8 Page 4 of 6 the current proposal, the fuel truck is proposed to enter the site from Sandy Lake Road for fill up and exit onto MacArthur Blvd to go southbound. With the new proposed location, they are increasing the needed parking variance from 11 parking spaces to 20 parking spaces. During the Council meeting in June 2023, Council added a condition to the approval that stated that fuel deliveries not be permitted between the hours of 3 p.m. to 4 p.m. Monday through Friday. The applicant is requesting that this condition be lifted due to the new fueling truck route. As with the previously approved proposal, the applicant is proposing to convert some of the existing parking area of the Kroger grocery store into a fuel service station with five (5) fuel pump islands, a kiosk for retail sales, and an air/water station. Because the proposal is continuing to ask for variances to the required parking and to allow an additional monument sign, a Planned Development zoning is being requested. As with the previous proposal, a note has been included within the PD Conditions that there will be no outside storage of goods or materials under the fuel canopy in an effort to keep the area clear from visual clutter. The proposed fuel center will be operational until 12:00 a.m. via pay at the pump and will have an attendant from 6 a.m. to 10 p.m. during normal hours of operation, as approved with the previous request. Site Plan/Parking: The proposed kiosk is 176-square feet, and the canopy is 5,300-square feet with five pump islands (capable of serving ten cars at a time). Currently, there are 347 parking spaces for the existing Kroger. They are proposing to remove 47 parking spaces and relocate a landscaped island, leaving 300 spaces. This requires a twenty- parking space variance, listed as a PD Condition. Previously, an 11-parking space variance was approved. Staff is in favor of this request, as there will be 10 spots at the pumps themselves that typically don’t count towards parking and the applicant has provided as parking study indicating that more than half of the parking is not currently being used. An air/water station is proposed northwest of the kiosk in an existing landscape island adjacent to the main grocery store. Landscape Plan: As with the previously approved plans, the landscaping of the site is proposed to be updated to plant what is missing or has died over the years. The landscape plan shows 26 Eastern Red Cedars to be planted where previously Leyland Cypress were located. Some of these trees have been planted already and the ones that are still missing are proposed to be planted in the fall. There are 12 Chinese Pistache trees proposed within landscape islands in the parking area and along MacArthur Boulevard. There are 7 Yaupon Hollies proposed on the west perimeter and 19 Crepe Myrtles at the drives. There are 139 Burford Holly shrubs proposed to be planted adjacent to the parking area as required by the Landscape Section of the Zoning Ordinance. These too, will be planted in the fall prior to the fuel station being constructed, if approved. ITEM # 8 Page 5 of 6 Signage: Currently, there is an existing monument sign located on the Sandy Lake Road that identifies the Kroger grocery store. As with the previously approved request, another monument sign is proposed on the MacArthur Boulevard frontage that will contain gas prices. This too, will require and exception to the Zoning Ordinance and is listed as a condition to the PD. This sign is proposed to be 40 square feet in size. The proposed location has shifted south closer to the proposed station location. Staff is in favor of this request as it will function for the gas station portion of the site and is consistent with other gas station monument signage. Elevations: The materials of the canopy columns include red and tan brick with a sandstone color aluminum fascia on the canopy. The materials of the kiosk include a sandstone color and oyster color metal facia. The gas pumps are proposed to have red Kroger signage below the pump nozzles. The vent risers have been integrated into the canopy and extend 5’ above per the Fire Code. The proposal has been modified slightly from the previously approved plans. It now depicts the canopy fascia extending 5 inches below the decking. This will help diffuse the lighting. The applicant has agreed to install 1” shields around the lighting below the canopy to help shield the potential glare from the lights. Staff is recommending approval of this request as it moves the fuel pumps farther from the residential neighbors to the north. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of Planned Development – 308 Revised- Commercial, subject to the previously approved conditions be carried forward to this request as follows: 1. That accept as amended herein, the property and PD 308-C shall be developed in accordance with Ordinance 91500-A-373 and Ordinance 91500-A-109 with the previous development regulations, which are hereby incorporated herein as set forth in full and hereby republished. 2. The hours of operation for the drive through pharmacy window shall not exceed: 9 a.m. to 9 p.m. - Monday through Friday, 9 a.m. to 7 p.m. -Saturday, and 10 a.m. to 6 p.m. on Sunday. 3. The exterior lights on the north and west perimeter of the property may be illuminated and maintained in accordance with the glare and lighting standards of the Zoning Ordinance. 4. In addition to the original regulations, as amended, no outside storage of materials or goods will be permitted under the fuel station canopy. 5. An additional 40 square-foot monument sign for fuel pricing shall be constructed and maintained as shown on the Site Plan and Signage Plans. 6. The entire site shall have 300 parking spaces, inclusive of Americans with Disabilities regulations as provided on the Site Plan. 7. The hours of operation of the fuel bays shall be 6 a.m. to 12 a.m. daily. 8. Exterior canopy lighting shall emit no greater than 50.5 fc as provided in Exhibit G; and, shall be dimmed to minimum average of 1 fc between the hours of 12 a.m. and 6 a.m. 9. The proposed trees as provided in the Landscape Plan shall be planted and kept in a healthy growing state to mitigate any aperture in screening, regardless of the current state of the tree configuration. 10. Address light screening towards the residential areas and landscaping deficiencies. 11. Fuel deliveries are prohibited between the hours of 3 p.m. - 4 p.m., Monday through Friday. ITEM # 8 Page 6 of 6 12. If warranted after the installation of the fuel bays, the owner and/or occupant shall fund its share of the cost to install a traffic signal at the intersection of Village Parkway and MacArthur. 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. Letter from Applicant 2. Site Plan 3. Landscape Plan 4. Tree Survey 5. Elevations 6. Signage Plan 7. Photometric Plan 8. Parking Study August 9, 2023 City of Coppell Planning Department 255 Parkway Blvd. Coppell, TX 75019 Re: Planned Development Request - Kroger – 950 E Sandy Lake Road Planning Department: PD 306-C was approved at City Council on July 11, 2023. This approval provided a site plan that had a fuel station located on the northeastern corner of the site. During that meeting it was requested for the development team to reconsider the location of the fuel center to locate the fuel on the hard corner of the property. This submittal is a response to honor that request. The size of the fuel station and the number of fueling station is the same as the previously approved site plan. By relocating the fuel station to the hard corner there was a slight reduction in the previously approved parking reduction. This reduction of parking will not impact the development of the site and the parking study that was provided with the previous site plan approval would still support this reduction. The additional request at this time is in regards to delivery trucks. During the previous Site Plan approval it was requested to restrict the delivery times to not be allowed between 3pm and 4pm due to the proximity of the school and school traffic at that time. Kroger will continue to try and schedule the deliveries outside this window, but we would ask that this restriction be removed as it is very hard to actively control the exact timing of distribution of the fuel. Kroger is very excited to bring their development into the City of Coppell. Please let us know if you need additional information for this request. Should you have any questions or concerns, please contact me at 817-281-0572. Sincerely, Clay Cristy, P.E. ClayMoore Engineering 1903 Central Drive Bedford, TX 76021 817.281.0572 www.claymooreeng.com VAN ZONING:RESIDENTIAL R136.8' EX, SIDEWALK EX, SIDEWALK TRANSFORMER AIR/WATER STATION UNDERGROUND TANKS ADA PARKING PROP. KIOSK (179 SF.) HEIGHT: 11' ZONING: COMMERCIAL SITE AREA: 7.01 AC (305,300 SF) EX. BLDG. AREA: 62,789 SF LOT 2R LAKESIDE VILLAGE PHASE II HEIGHT: 30'-7" PROP. LANDSCAPE ISLAND EX. ADA PKNG. EX. ADA PKNG. EX. ADA PKNG. ZONING:RESIDENTIAL ZONING:RESIDENTIAL ZONING:RESIDENTIAL ZONING:RESIDENTIAL ZONING:RESIDENTIAL ZONING:RESIDENTIAL ZONING:RESIDENTIAL ZONING:RESIDENTIAL 5'R79.52'±R30.72'R2 7 . 6 2 ' 5 DOUBLE SIDED PUMPS R 7 . 7 2 ' ±LOADING AREAEX, SIDEWALK EX, SIDEWALK EX, FH. EX, FH. EX, FH.R8.12'±DDD15' PUBLIC ALLEY PER VOLUME 92228, PAGE 3876 M.R.D.C.T. WATERS EDGE PHASE ONE VOLUME 92228, PAGE 3876 M.R.D.C.T. LOT 11, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. LOT 8, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. LOT 10, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. LOT 14, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. LOT 12, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. LOT 7, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. LOT 9, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. LOT 13, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T.15' UTILITY, LANDSCAPE & SIDEWALK EASEMENTPER VOLUME 94144, PAGE 2344M.R.D.C.T.MAC ARTHUR BOULEVARD VARIABLE WIDTH RIGHT-OF-WAY 30' FIRELANE EASMENT PER VOLUME 96147, PAGE 0011 M.R.D.C.T.25' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.20' DRAINAGE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.M.R.D.C.T.PER VOLUME 96147, PAGE 001130' BUILDING LINEVISIBILITY TRIANGLE PER VOLUME 96147, PAGE 0011 M.R.D.C.T. 15' UTILITY, LANDSCAPE & SIDEWALK EASEMENT VOLUME 85095, PAGE 2840 & VOLUME 85186, PAGE 1670 M.R.D.C.T. M.R.D.C.T. PER VOLUME 85186, PAGE 1670 30' BUILDING LINE VISIBILITY TRAINGLE PER VOLUME 96147, PAGE 0011 M.R.D.C.T. VISIBILITY TRAINGLE PER VOLUME 96147, PAGE 0011 M.R.D.C.T. WALL MAINTENANCE EASEMENT VOLUME 85186, PAGE 1670 M.R.D.C.T. 30' FIRELANE EASMENT PER VOLUME 96147, PAGE 0011 M.R.D.C.T. 25' FIRELANE EASMENT PER VOLUME 96147, PAGE 0011 M.R.D.C.T.SANDY LAKE ROADVARIABLE WIDTH RIGHT-OF-WAYRIGHT TURN EASMENT PER VOLUME 96147, PAGE 0011 M.R.D.C.T. 5' LONE STAR GAS EASMENT VOLUME 96147, PAGE 0011 M.R.D.C.T. VISIBILITY TRAINGLE VOLUME 96147, PAGE 0011 M.R.D.C.T. 5' RIGHT-OF-WAY DEDICATION VOLUME 96147, PAGE 0011 M.R.D.C.T. 15' UTILITY, LANDSCAPE & SIDEWALK EASEMENT VOLUME 96147, PAGE 0011 M.R.D.C.T.N86°11'41"E485.00'N 3 9 ° 2 1 ' 5 8 " E 8 2 . 2 5 ' N2°35'17"W 27.00' N20°48' 1 5 " W 217.85' N0°26'51"W 310.63'S89°33'09"W455.85'S43°28'56"W 27.75'S2°35'17"E 75.00' ∆∆ S2°35'17"E 341.00'S3°50'34"E 97.61'EX. TRANSFORMEREX. DUMPSTERW/MASONRY WALLPROP CANOPY 2,880 SF. 19'-2" HT. EX, FH. EX, FH. EX. MONUMENT SIGN PREVIOUSLY APPROVED AT 7'6"X9'2" EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. LIGHT POLE EX. TRANSFORMER EX, SIDEWALK EX, SIDEWALK EX, SIDEWALK EX. MASONRY WALL W / SIGN EX. LIGHT POLE EX. LIGHT POLE EX. MONUMENT SIGN PROP. 7'2"X4' MONUMENT SIGNR30'R30'R30'R20'R30'R10'R30' R10' PROP. PROPANE TANKS STORAGE18.2'±17.9'±18'±23.6'±17.8'±18.1'±23.1'±17.7'±17.5'±23.2'±17.8'±18.4'±28.6'±17.9'±18.3'±17.6'±18'±20.6'±9.8'± 9.4'±17.4'±29'17.6'±35.47'±232.32' 40.91' 37'195.85'28.08'213.67'36.46'467.19'± TO FOUNTAIN VIEW PI68.65'60.61'83.3'345.4'± TO MEDIAN 9.4'± 10'± 10'± 9.5'± 9'± 9.5'± 9.9'±9.7'±9.9'±9.8'±19.74'23.1'18.1'17.6'23.3'17.5'9.34' ± 9.41' ± 66.14'82.04'86.06'417.58'43.33'38.66'17.84'±10.06'±9.36' ± 5'17.56'17.8'41.55'±17.81'±N COUNTY SURVEY:ABSTRACT NO. DALLAS B.B.B. & C.R.R.199 CITY:STATE: DALLAS TX. LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DR. STE. 406 BEDFORD, TX 76021 PH: 817.281.0572 SURVEYOR: EAGLE SURVEYING, LLC 210 S. ELM ST. SUITE #104 DENTON, TX 76201 PH: 940.222.3009 KROGER TX LP 7TH FLOOR ATTN PROPERTY CINCINATTI, OHIO 45202 CONTACT NAME: CLAY CRISTI CONTACT NAME: TYLER RANK LOT 2R, OF LAKESIDE VILLAGE PHASE II, AN ADDITION TO CITY OF COPPELL VICINITY MAP N.T.S. CONTACT NAME:_____________ ZONING DESCRIPTION: C - COMMERCIAL 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 SUP SITE PLANSUP SITE DATENo.REVISIONBYDATE: SHEET File No. 2022-194 8/9/23 CHECKED:CLC DRAWN:CLC DESIGN:CLCKROGER 448950 E. SANDY LAKERD.COPPELL, TXTEXAS REGISTRATION #14199 1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COMPRELIMINARY CLAYMOORE ENGINEERING CLAY CRISTY 109800 8/9/2023 LEGEND CONCRETE PAVEMENT SIDEWALK CONCRETE PAVEMENT LANDSCAPE AREAS EXISTING TREES PROPOSED CONCRETE CURB AND GUTTER PARKING COUNT FULL-DEPTH SAWCUT PROPOSED FIRE LANE STRIPPING NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL ADDITIONAL SITE LIGHTING WILL BE IN ACCORDANCE WITH CITY STANDARDS. 3.FUEL VENTS WILL BE LOCATED ON CANOPY STRUCTURE. ACCORDING TO MAP NO. 48113C0155K, DATED 07/17/2014 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF DALLAS COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN NON-SHADED ZONE X, (AREAS DETERMINED TO BE OUTSIDE OF 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. FLOODPLAIN NOTE C-S-1098R CONDITIONS (DATED JANUARY 9, 1996) 1.THE PROPERTY SHALL BE DEVELOPER AND USED ONLY IN ACCORDANCE WITH THE SITE PLAN, LANDSCAPE PLAN, MOMUMENT SIGN PLAN, AND ELEVATION PLANS. 2.THE APPLICANT SHALL CONFER WITH CITY STAFF TO DETERMINE THE APPROPRIATE NUMBER AND TYPE OF TREES NEEDED TO BUFFER NOISE AND LIGHT ON THE NORTH AND WEST SIDES OF THE PROPOSED BUILDING. 3.THE TRASH COMPACTOR AREA SHALL BE SCREENED WITH APPROPRIATE PLANTS IN ACCORDANCE WITH THE LANDSCAPE PLAN. 4.THE PROPERTY SHALL BE DEVELOPED, USED, AND ANY BUSINESS OPERATIONS ON THE PROPERTY SHALL LIMIT DELIVERY HOURS TO NO EARLIER THAN 6 AM AND NO LATER THAN 10 PM DAILY. C-2-1098R2 CONDITIONS (DATED MAY 11TH, 2004) 5.LIGHTING ASSOCIATED WITH THE PHARMACY DRIVE THRU WILL BE TIMED TO COINCIDE WITH THE DRIVE-THRU PHARMACY HOURS. MORE SPECIFICALLY, LIGHTING UNDER CANOPY WILL BE TURNED OFF AT CLOSING TIME OF THE PHARMACY. REFER TO CANOPY DETAILS FOR ADDITIONAL INFORMATION ON RECESSED CAN LIGHT FIXTURE. 6.PHARMACY SPEAKER ON WALL WILL HAVE FULL VOLUME ADJUSTMENT CAPABILITY WHICH WILL MEET CITY SPECIFICATIONS. 7.THE HOURS OF OPERATION FOR THIS PHARMACY DRIVE THRU SHALL NOT EXCEED: 9 a.m. to 9 p.m. - MONDAY through FRIDAY, 9 a.m. to 7 p.m. - SATURDAY, and 10 a.m. to 4 p.m. 6 P.M. - SUNDAY. 8.CANOPY WILL HAVE AN EXTERIOR INSULATING FINISHING SYSTEM (EIFS) AND WILL BE COLOR #6050 WHITE LINEN FROM S.T.O. CORPORATION. 9.THE EXISTING EXTERNAL LIGHTS ON THE NORTH AND WEST SIDE OF THE BUILDING ARE NEVER ON. THIS TIMING WILL NOT BE MODIFIED. 10.SIGNAGE WILL BE PROVIDED TO DISCOURAGE CIRCULATION AROUND THE REAR OF THE BUILDING. PD-306-C CONDITIONS (DATED JULY 11, 2023) 1.NO OUTSIDE STORAGE OF MATERIALS OR GOODS WILL BE PERMITTED UNDER THE FUEL STATION CANOPY. 2.AN ADDITIONAL 40 SQUARE-FOOT MONUMENT SIGN FOR FUEL PRICING SHALL BE ALLOWED AS SHOWN ON THE SITE PLAN AND SIGNAGE PLANS. 3.A PARKING DEFICIENCY OF 11 PARKING SPACES SHALL BE ALLOWED AS NOTED ON THE SITE PLAN. 4.THE HOURS OF OPERATION OF THE GAS PUMPS SHALL BE 6 A.M. TO 12 A.M. DAILY. LIGHTS SHALL BE DIMMED TO MINIMUM ACCEPTABLE CITY STANDARDS BETWEEN 12 A.M. AND 6 A.M. 5.ENSURE THE PROPOSED TREES ARE PLANTED TO MITIGATE ANY GAPS IN SCREENING. STUMPS/ROOTS ON THE WEST SIDE WILL NEED TO BE REMOVED PRIOR TO PLANTING. (INDICATED ON LANDSCAPE PLAN) 6.LIGHTS ON THE NORTH AND WEST PERIMETER BE ALLOWED TO BE TURNED ON AND MAINTAINED IN ACCORDANCE WITH THE GLARE AND LIGHTING STANDARDS OF THE ZONING ORDINANCE. (REVISED ABOVE) 7.MODIFY THE PREVIOUS PHARMACY SUP CONDITION TO INCLUDE THE WORD "DRIVE THRU" FOR CLARIFICATION PURPOSES.(REVISED ABOVE) 8.INCREASE SUNDAY PHARMACY DRIVE THRU HOURS FROM "10 A.M. TO 4 P.M." TO "10 A.M. TO 6 P.M." (REVISED ABOVE) 9.ADDRESS LIGHT SCREENING TOWARDS THE RESIDENTIAL AREAS AND LANDSCAPING DEFICIENCIES. (INDICATED ON PHOTOMETRIC PLAN AND LANDSCAPE PLAN, RESPECTIVELY) 10.FUEL DELIVERIES ARE RESTRICTED BETWEEN THE HOURS OF 3 P.M. - 4 P.M., MONDAY THROUGH FRIDAY. 11.IF WARRANTED AFTER THE INSTALLATION OF THE GAS PUMPS, KROGER SHALL FUND IT'S SHARE OF THE COST TO INSTALL A TRAFFIC SIGNAL AT THE INTERSECTION OF VILLAGE PARKWAY AND MACARTHUR PD-XXX-X CONDITIONS (DATED SEPTEMBER 12, 2023) 1.A PARKING DEFICIENCY OF 20 PARKING SPACES SHALL BE ALLOWED AS NOTED ON THE SITE PLAN. LAKESIDE VILLAGE PHASE IIVOLUME 96147, PAGE 0011M.R.D.C.T.LOT 2R7.01 ACRES305,300 SQ. FT.DDD15' PUBLIC ALLEYPER VOLUME92228, PAGE 3876M.R.D.C.T.LOT 8, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 10, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 7, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 9, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LANDSCAPE & SIDEWALK EASEMENTR VOLUME 94144, PAGE 2344M.R.D.C.T.30' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.25' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.20' DRAINAGE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.M.R.D.C.T.PER VOLUME 96147, PAGE 001130' BUILDING LINEVISIBILITYTRIANGLEPER VOLUME96147, PAGE 0011M.R.D.C.T.15' UTILITY, LANDSCAPE &SIDEWALK EASEMENTVOLUME 85095, PAGE 2840 &M.R.D.C.T.PER VOLUME 85186, PAGE 167030' BUILDING LINEVISIBILITY TRAINGLEPER VOLUME 96147, PAGE 0011M.R.D.C.T.VISIBILITY TRAINGLEPER VOLUME 96147, PAGE 0011M.R.D.C.T.WALL MAINTENANCE EASEMENTVOLUME 85186, PAGE 1670M.R.D.C.T.30' FIRELANEEASMENTPER VOLUME96147, PAGE 0011M.R.D.C.T.25' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.SANDY LAKE ROADVARIABLE WIDTH RIGHT-OF-WAYRIGHT TURN EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.5' LONE STAR GAS EASMENTVOLUME 96147, PAGE 0011M.R.D.C.T.VISIBILITY TRAINGLEVOLUME 96147, PAGE 0011M.R.D.C.T.LUME 96147, PAGE15' UTILITY, LANDSCAPE &SIDEWALK EASEMENTVOLUME 96147, PAGE 0011M.R.D.C.T.VAN(52) IB(2) CP(2) CPPROPOSEDSTREET TREES(7) IV(7) LM(1) JE(7) LM(3) LM(1) LM(27) EXISTINGPARKING LOTTREE(5) EXISTINGPARKING LOTTREE(1) CP(PARKINGLOT TREE)(15) EXISTINGSTREET TREES(8) EXISTINGSTREET TREES(3) EXISTINGSTREET TREES(5) EXISTINGSTREET TREES(4) CPPROPOSEDSTREET TREES(2) CP(PARKINGLOT TREES)(42) EXISTINGCREPE MYRTLE(1) LM(10) JE(8) JE(6) JE(4) LM(225) LB(71) IB(16) IB(4) LMTHE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALLNEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OFPAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR"DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BELOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELSPER MANUFACTURER'S RECOMMENDATIONS. UNDER NOCIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF ATYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL.ROOT BARRIERSMULCHESAFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3" THICKLAYER OF MULCH, TO MATCH EXISTING CONDITIONS, OVER LANDSCAPE FABRICIN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTORSHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT ANDOWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSEDGROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCHHAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OFTHE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS).GENERAL GRADING AND PLANTING NOTES1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HASREAD, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT.2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN).3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOILSURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPEAREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA ANDPLANTING BED PREPARATION.b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES ASRECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROMSTRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIALPONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL.c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKINGINTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST,PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPERMULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, ATAPPROXIMATELY 18" AWAY FROM THE WALKS.e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TOMEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESENOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THEATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT ORDESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTINGAUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.).a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ONLEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANAND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FORGROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE.b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPEARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPEARCHITECT IN WRITING (VIA PROPER CHANNELS).c. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THEPROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TOINSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FORADDITIONAL REQUIREMENTS FOR SUBMITTALS.5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THEOWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, ANDFOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. LANDSCAPE PLANTING1. CONTRACTOR TO AUGMENT EXISTING IRRIGATION SYSTEMTO PROVIDE IRRIGATION TO NEWLY PLANTED AREAS.2. VERIFY EXISTING SYSTEM IS CAPABLE OF PROVIDINGNECESSARY WATERING FOR NEW PLANTING AREAS.3. CONTRACTOR SHALL ASSESS PLANT MATERIAL ANDREPLACE PLANTINGS THAT ARE SICK OR DEAD.4. LANDSCAPE CONTRACTOR SHALL INSPECT ALL EXISTINGTREES ALONG PERIMETER OF SITE. ANY EXISTING TREESTHAT HAVE BEEN REMOVED AND ARE MISSING FROM THELANDSCAPE PLAN WILL BE REQUIRED TO BE REPLACED.CONTRACTOR SHALL REPLACE TREE WITH LIKE SPECIES ASSHOWN ON THE LANDSCAPE PLAN WITH A MINIMUM 3” MINIMUMCALIPER.LANDSCAPE NOTESLANDSCAPE CALCULATIONSTOTAL SITE AREA:305,300 S.F.PERIMETER AREAPERIMETER - PUBLIC STREET 16,455 SF (1,097 LF)LANDSCAPE AREA REQUIRED: 1,645 SF (10%)LANDSCAPE AREA PROVIDED: 13,061 SF (79.3%)PERIMETER TREES REQUIRED: 22 TREES (1 / 50 LF)PERIMETER TREES PROVIDED: 37 TREES (31 EXISTING + 6 PROPOSED)PERIMETER - PROPERTY LINE 11,220 SF (1,122 LF)LANDSCAPE AREA REQUIRED: 1,122 SF (10%)LANDSCAPE AREA PROVIDED: 10,775 SF (96 %)PERIMETER TREES REQUIRED: 23 TREES (1 / 50 LF)PERIMETER TREES PROVIDED: 74 TREES (55 EXISTING + 19 PROPOSED)INTERIOR AREAVEHICLE USE AREA:145,909 SFLANDSCAPE AREA REQUIRED: 14,590 SF (10%)LANDSCAPE AREA PROVIDED: 19,840 SF (13.5 %)TREES REQUIRED:37 TREES (1 TREE / 400 SF = 36.4)TREES PROVIDED:37 TREES (32 EXISTING + 5 PROPOSED)PARKING SPACES:303 SPACESISLANDS REQUIRED:37 ISLANDS (12% OF PARKING SPACES)ISLANDS PROVIDED;42 ISLANDSTREES IN ISLANDS:PROVIDEDNON VEHICLE USE AREALOT AREA EXCLUDING BLDG:238,032 SFLANDSCAPE AREA REQUIRED: 35,704 SF (15% OF SITE EXCLUDING BUILDINGS)LANDSCAPE AREA PROVIDED: 21,693 SF (9.1 %)TREES REQUIRED:14 TREES (1 TREE / 2,500 SF = 14)TREES PROVIDED:16 TREES (EXISTING)LP-1Scale 1" = 30'15'60'30'0'PROPERTY LINEEXISTING SCREEN WALLEXISTING LANDSCAPETO REMAIN, TYP.DATENo.REVISION BYDATE:SHEETFile No. 2022-19406-07-2023CHECKED:EMS/RMDRAWN:EMSDESIGN:EMSKROGER 448 950 E. SANDY LAKERD. COPPELL, TX TEXAS REGISTRATION #141991903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM.HIHI C SSTE R CCTTES A E ETSTAIREG 73OF53ETX ERLDR E CAANDSMEPAPLEY(800) 680-663015455 Dallas Pkwy., Ste 600Addison, TX 75001www.EvergreenDesignGroup.comEVERGREEND E S I G N G R O U P08-09-2023PROPERTY LINEPROPERTY LINEPROPERTY LINEEXISTING LANDSCAPETO REMAIN, TYP.EXISTING LANDSCAPETO REMAIN, TYP.EXISTING LANDSCAPETO REMAIN, TYP.EXISTING LANDSCAPETO REMAIN, TYP.RESTORE TO LIMITSOF DISTURBANCEEXISTING RETAINING WALLEDGING BETWEENSHRUB AREA AND TURFEXISTING SCREEN WALLEDGING BETWEENSHRUB AREA AND TURFEDGING BETWEENSHRUB AREA AND TURFTREESCODEQTYBOTANICAL / COMMON NAMECAL.CONT.SIZE118 EX. SHADE TREE TO REMAIN42 EX CREPE MYRTLE TO REMAINIV 7Ilex vomitoria3" Cal.Cont. 8`-10`Yaupon HollyJE 26 Juniperus virginiana3" Cal.Cont. 8`-10`Eastern RedcedarLM 23 Lagerstroemia i. x f. 'Muskogee' 3" Cal. Cont. 8`-10`Crepe MyrtleCP 12 Pistancia chinensis3" Cal.Cont. or B&B 12`-14` HTChinese PistacheSHRUBSCODEQTYBOTANICAL / COMMON NAMECONTAINERSPACINGSIZEIB 139 Ilex cornuta `Burfordii`5 gal36" OC30" MinBurford HollySHRUB AREASCODEQTYBOTANICAL / COMMON NAMECONTSPACINGSIZE2,722 sf EX SHRUBGROUND COVERSCODEQTYBOTANICAL / COMMON NAMECONTSPACINGSIZELB 286 Liriope muscari 'Big Blue'4" Pot12" O.C.Big Blue LilyturfPLANT SCHEDULE LSPROPOSED SIGN -BY OTHERSCONTRACTOR TO EVALUATE ALL EXISTING TREES ONSITE. ANY TREE IN DECLINING HEALTH OR TREES THAT HAVE BEEN REMOVED DUE TO MAINTENANCE SHALL BE REPLACED OF LIKE SPECIES SHOWN ON LANDSCAPE PLAN. THE MINIMUM CALIPER FOR ANY REPLACEMENT TREE IS 3".DURING MAINTENANCE OF LANDSCAPE.CONTRACTOR TO REPLACE EXISTINGEASTERN RED CEDAR. CONTRACTORSHALL REVIEW ALL TREE LOCATIONS ANDREPLACE ANY MISSING OR DEAD TREES.EXISTING TREE HAS BEEN REMOVED PLANT SPACINGSCALE: NTSC4X2X3215674123SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.MULCH, TYPE AND DEPTH PER PLANS. PLACE NOMORE THAN 1" OF MULCH WITHIN 6" OF PLANTCENTER.FINISH GRADE.BACKFILL. AMEND AND FERTILIZE ONLY ASRECOMMENDED IN SOIL FERTILITY ANALYSIS.ROOT BALL.UNDISTURBED NATIVE SOIL.3" HIGH EARTHEN WATERING BASIN.567SHRUB AND PERENNIAL PLANTINGSCALE: NTSB8WEED FABRIC UNDER MULCH.8PLANTING SPECIFICATIONSFINISH GRADE.44321NOTES:1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE.3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING.MULCH, TYPE AND DEPTH PER PLANS.3TAPERED STEEL STAKES.2ROLLED-TOP STEEL EDGING PER PLANS.1DSCALE: NOT TO SCALESTEEL EDGINGTURF (WHERE SHOWN ON PLAN).4PLANT.3MULCH LAYER.2CURB.11432OF MATURE CANOPY24" MIN. TO EDGEDISTANCE PER PLANESCALE: NOT TO SCALEPLANTING AT PARKING AREATREE PLANTINGSCALE: NOT TO SCALEAPLANT CENTER (TYP.)EQUAL EQUALEQ U A LEDGE OF PLANTING AREAEQUALNOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERESHOWN ON PLANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACINGDISTANCE BETWEEN PLANTS.1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA:TOTAL AREA / AREA DIVIDER = TOTAL PLANTSPLANT SPACINGAREA DIVIDERPLANT SPACINGAREA DIVIDER6"0.2218"1.958"0.3924"3.4610"0.6030"5.4112"0.8736"7.7915"1.352) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THEPLANTED AREA WITH THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANTSPACING = TOTAL PLANT SUBTRACTIONEXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETERSTEP 1: 100 SF/1.95 = 51 PLANTSSTEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL5674189111012PREVAILINGWINDSNOTES:1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THATCOVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BESUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THEROOT FLARE IS 2"-4" ABOVE FINISH GRADE.3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFOREPLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OFBASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES,TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCHBURLAP FROM AROUND ROOTBALL AS IS PRACTICAL.4. REMOVE ALL NURSERY STAKES AFTER PLANTING.5. FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES ORDEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE.6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROMBENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENTIN WIND.123TREE CANOPY.CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR12 GAUGE GALVANIZED WIRE WITH NYLON TREESTRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREESAND LARGER). SECURE TIES OR STRAPS TO TRUNKJUST ABOVE LOWEST MAJOR BRANCHES.GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTOUNDISTURBED SOIL.24" X 3/4" P.V.C. MARKERS OVER WIRES.PRESSURE-TREATED WOOD DEADMAN, TWO PERTREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND18" MIN. INTO UNDISTURBED SOIL.MULCH, TYPE AND DEPTH PER PLANS. DO NOTPLACE MULCH WITHIN 6" OF TRUNK.FINISH GRADE.BACKFILL. AMEND AND FERTILIZE ONLY ASRECOMMENDED IN SOIL FERTILITY ANALYSIS.ROOT BALL.UNDISTURBED NATIVE SOIL.4" HIGH EARTHEN WATERING BASIN.TRUNK FLARE.CONIFEROUSTREEPREVAILINGWINDSSTAKING EXAMPLES (PLAN VIEW)2467891011143X ROOTBALL DIA.523512NON-CONIFEROUSTREE1313FINISH GRADE.ROOT BARRIER - PLAN VIEWSCALE: NOT TO SCALEFGENERALA. QUALIFICATIONS OF LANDSCAPE CONTRACTOR1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING INLANDSCAPE PLANTING.2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THEOWNER FOR FURTHER QUALIFICATION MEASURES.3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXASDEPARTMENT OF AGRICULTURE, AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSEISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL BOARD.3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE LOCALJURISDICTION.B. SCOPE OF WORK1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR,SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION,INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS,NOTES, AND DETAILS.2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONSREQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITSREQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OFMATERIALS.3. 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.PRODUCTSA. ALL MANUFACTURED PRODUCTS SHALL BE NEW.B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS:1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED, FULLY BRANCHED,HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUNSCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, ANDSHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILESOF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS.2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROMENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS).3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED ON THEPLANTING LEGEND. BARE-ROOT TREES ARE NOT ACCEPTABLE.4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVEDFROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THECONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BEALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THEACCEPTABILITY OF PLANT MATERIAL.5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILLNOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING.6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THEROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOTFLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER.7. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOTBALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE SUMOF THE CALIPER OF THE THREE LARGEST TRUNKS.8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLAREHAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURETURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROMSUPPLIER STATING THE COMPOSITION OF THE SOD.D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY,GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BEACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED.E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS,AND SEEDS.F. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS.NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED.G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS INPROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTINGAGENCY (SEE BELOW).H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOPDRESSING OF TREES AND SHRUBS.I. TREE STAKING AND GUYING1. STAKES: 6' LONG GREEN METAL T-POSTS.2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER.3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECTTREE TRUNKS FROM DAMAGE.L. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN.ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.M. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THESPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PERTHE MANUFACTURER'S LABELED RATES.METHODSA. SOIL PREPARATION1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPEAREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULDANY DISCREPANCIES EXIST.2. SOIL TESTING:a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THEPROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY. EACH SAMPLESUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL, TAKEN FROM BETWEEN THE SOILSURFACE AND 6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALLTAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING.b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING:SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUMADSORPTION RATIO (SAR) AND BORON CONTENT.c. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THESOIL SAMPLES.d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING(AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERALORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE SEED, AS WELL AS PRE-PLANT FERTILIZERAPPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSOPROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORTRECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE ORDECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT.4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLINGAFTER CROSS-RIPPING:i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F.iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEb. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BYMEANS OF ROTOTILLING AFTER CROSS-RIPPING:i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD.iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATEiv. IRON SULPHATE - 2 LBS. PER CU. YD.5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATIONOF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALLLANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILEDINSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION.b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAINSLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVEDRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADINGPLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDINGGRADES AND ELIMINATE PONDING POTENTIAL.c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BENEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BEADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKINGSURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TOALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THEGRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKINGSURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPERTHE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18"AWAY FROM THE WALKS.f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICALREPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRINGSUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NODEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL.B. SUBMITTALS1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT,AND RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES.2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, PHOTOSOR SAMPLES OF ANY REQUIRED MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONSFROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHER AMENDMENTSFOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE APPROPRIATE).3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREESTAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY).4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEINGCONSIDERED.C. GENERAL PLANTING1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THEMANUFACTURER'S RECOMMENDED RATE.3. TRENCHING NEAR EXISTING TREES:a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOTZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOIDINJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREAEXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNKDIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK).b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATIONOR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.c. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAPEXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHINTHE CANOPY DRIP LINES WITHIN 24 HOURS.d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOTUSE ANY SORT OF SEALERS OR WOUND PAINTS.C. TREE PLANTING1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THEROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVEANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOTDEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OFALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL.4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHESABOVE THE SURROUNDING GRADE.5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. ANDALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BEREQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOILFROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURALCLASS AND COMPOSITION IN THE ON-SITE SOIL.6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRESTAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES(BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION.SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, ORREPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES:a. 1"-2" TREESTWO STAKES PER TREEb. 2-1/2"-4" TREESTHREE STAKES PER TREEc. TREES OVER 4" CALIPER GUY AS NEEDEDd. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDEDTO STABILIZE THE TREEe. #15 CONT. - 24" BOX TREES TWO STAKES PER TREEf. 36"-48" BOX TREESTHREE STAKES PER TREEg. OVER 48" BOX TREES GUY AS NEEDEDh. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDEDTO STABILIZE THE TREE7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THEINTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTHPER PLANS).D. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THEPLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS.2. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THEWEED BARRIER CLOTH IN PLACE.3. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS,COVERING THE ENTIRE PLANTING AREA.E. SODDING1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS -DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH.5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIXINCHES OF PENETRATION INTO THE SOIL BELOW THE SOD.H. MULCH1. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND TREE RINGS.2. DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, EXCEPTAS MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOTPROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLSSHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.I. CLEAN UP1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN ANEAT, ORDERLY CONDITION.2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.J. INSPECTION AND ACCEPTANCE1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OFDEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THENREQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THELANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'SSATISFACTION WITHIN 24 HOURS.3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEENRE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINALACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILLCOMMENCE.K. LANDSCAPE MAINTENANCE1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ONTHESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER.LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (ASAPPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED,MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL,TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THEIRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALLPLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKINGORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION.2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THELANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL,HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER.3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWINGCONDITIONS MUST OCCUR:a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONALDORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BYHEALTHY 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 INCHESBEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BAREAREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE)PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.L. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD,SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OFTHE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HISOWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIRANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPECONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BEATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS.M. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORDDRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGHCHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS.TYPICAL CURB AND GUTTERTYPICAL PLANTING AREALINEAR ROOT BARRIER MATERIAL. SEEPLANTING NOTES FOR TYPE ANDMANUFACTURER. INSTALL PERMANUFACTURER'S SPECIFICATIONS.TREE CANOPYTREE TRUNKTYPICAL WALKWAY OR PAVING1234561423565'5'5'5'OPEN LANDSCAPETO 10'PARKWAYOR ISLANDNOTES:1) INSTALL ROOT BARRIERS NEAR ALLNEWLY-PLANTED TREES THAT ARE LOCATEDWITHIN FIVE (5) FEET OF PAVING OR CURBS.2) BARRIERS SHALL BE LOCATED IMMEDIATELYADJACENT TO HARDSCAPE. UNDER NOCIRCUMSTANCES SHALL THE CONTRACTORUSE ROOT BARRIERS OF A TYPE THATCOMPLETELY ENCIRCLE THE ROOTBALL.PLANTING DETAILS & SPECIFICATIONSLP-2DATENo.REVISION BYDATE:SHEETFile No. 2022-19406-07-2023CHECKED:EMS/RMDRAWN:EMSDESIGN:EMSKROGER 448 950 E. SANDY LAKERD. COPPELL, TX TEXAS REGISTRATION #141991903 CENTRAL DR. SUITE #406 PHONE: 817.281.0572 BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM.HIHI C SSTE R CCTTES A E ETSTAIREG 73OF53ETX ERLDR E CAANDSMEPAPLEY(800) 680-663015455 Dallas Pkwy., Ste 600Addison, TX 75001www.EvergreenDesignGroup.comEVERGREEND E S I G N G R O U P08-09-2023 LAKESIDE VILLAGE PHASE II VOLUME 96147, PAGE 0011 M.R.D.C.T. LOT 2R 7.01 ACRES 305,300 SQ. FT.DDD15' PUBLIC ALLEY PER VOLUME 92228, PAGE 3876 M.R.D.C.T. M.R.D.C.T. LOT 8, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. LOT 10, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. M.R.D.C.T. LOT 7, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T. LOT 9, BLOCK D WATERS EDGE, PHASE TWO VOLUME 94144, PAGE 02344 M.R.D.C.T.ITY, LANDSCAPE & SIDEWALK EASEMENTPER VOLUME 94144, PAGE 2344M.R.D.C.T.30' FIRELANE EASMENT PER VOLUME 96147, PAGE 0011 M.R.D.C.T.25' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.20' DRAINAGE EASMENTPER VOLUME 96147,PAGE 0011M.R.D.C.T.M.R.D.C.T.PER VOLUME 96147, PAGE 001130' BUILDING LINEVISIBILITY TRIANGLE PER VOLUME 96147, PAGE 0011 M.R.D.C.T. 15' UTILITY, LANDSCAPE & SIDEWALK EASEMENT VOLUME 85095, PAGE 2840 & VOLUME 85186, PAGE 1670 M.R.D.C.T. M.R.D.C.T. PER VOLUME 85186, PAGE 1670 30' BUILDING LINE VISIBILITY TRAINGLE PER VOLUME 96147, PAGE 0011 M.R.D.C.T. VISIBILITY TRAINGLE PER VOLUME 96147, PAGE 0011 M.R.D.C.T. WALL MAINTENANCE EASEMENT VOLUME 85186, PAGE 1670 M.R.D.C.T. 30' FIRELANE EASMENT PER VOLUME 96147, PAGE 0011 M.R.D.C.T. 25' FIRELANE EASMENT PER VOLUME 96147, PAGE 0011 M.R.D.C.T.SANDY LAKE ROADVARIABLE WIDTH RIGHT-OF-WAYRIGHT TURN EASMENT PER VOLUME 96147, PAGE 0011 M.R.D.C.T. 5' LONE STAR GAS EASMENT VOLUME 96147, PAGE 0011 M.R.D.C.T. VISIBILITY TRAINGLE VOLUME 96147, PAGE 0011 M.R.D.C.T. 5' RIGHT-OF-WAY DEDICATION VOLUME 96147, PAGE 0011 M.R.D.C.T. 15' UTILITY, LANDSCAPE & SIDEWALK EASEMENT VOLUME 96147, PAGE 0011 M.R.D.C.T. VAN 6827 6826 6825 6824 6823 6822 6821 6820 6819 6818 6817 6816 6815 6814 6813 6812 6811 6810 6809 6808 6807 6806 6805 6804 6803 6802 6801 6735 6734 6733 6732 6731 6730 6729 6728 6727 6726 6725 6724 6723 6722 6721 6720 6719 6718 6717 6716 6715 6714 6713 6712 6711 6710 6709 6708 6707 6706 6705 6704 6703 6702 6701 6700 6699 6698 6697 6696 6695 6694 6693 6692 6691 6690 6689 6688 6687 6686 6685 6684 6683 6682 6681 6680 6679 66786677 6676 6675 6674 6673 667266716670 6669 6668 6667 6666 6665 6664 66636662 6661 6660 6659 6657 6656 6654 6651 66496648 66476646 6645 6644664366426641 6640 663966386637663666356634 6827 6826 6825 6824 6823 6822 6821 6820 6819 6818 6817 6816 6815 6814 6813 6812 6811 6810 6809 6808 6807 6806 6805 6804 6803 6802 6801 6735 6734 6733 6732 6731 6730 6729 6728 6727 6726 6725 6724 6723 6722 6721 6720 6719 6718 6717 6716 6715 6714 6713 6712 6711 6710 6709 6708 6707 6706 6705 6704 6703 6702 6701 6700 6699 6698 6697 6696 6695 6694 6693 6692 6691 6690 6689 6688 6687 6686 6685 6684 6683 6682 6681 6680 6679 66786677 6676 6675 6674 6673 667266716670 6669 6668 6667 6666 6665 6664 66636662 6661 6660 6659 6657 6656 6655 66546653 6652 6651 665066496648 66476646 6645 6644664366426641 6640 663966386637663666356634 TREEDISPOSITIONNOTE: TREE PROTECTION FOR ANY PRESERVED OR RELOCATED TREES MUST BE PROVIDED PER DETAILS AND SPECIFICATIONS ON SHEET TD-3. THESE MUST BE UP PRIOR TO THE COMMENCEMENT OF ANY WORK AND MAINTAINED THROUGHOUT CONSTRUCTION. NOTE: ALL TREE TRIMMING MUST BE APPROVED BY THE OWNER AND LOCAL JURISDICTION PRIOR TO COMMENCEMENT OF WORK. ALL TREE TRIMMING MUST BE DONE BY AN ISA CERTIFIED ARBORIST IN ACCORDANCE WITH LOCAL TREE PRESERVATION ORDINANCE. TREE PROTECTION FENCE EXISTING TREE TO REMAIN, TYP. TREE PROTECTION FENCE NOTE: APPROVAL FROM THE CHIEF ARBORIST IS REQUIRED BEFORE ANY TREES MAY BE REMOVED DURING DEMOLITION OR CONSTRUCTION. TREE CALCULATIONS REQUIRED REPLACEMENT RATIOS: PROTECTED TREES 1:1 # OF PROTECTED TREES 6 = 51" MITIGATION FOR 51" OF PROTECTED TREES REMOVED IS BY: PAYMENT OF ($5,900) WILL BE MADE TO THE CITY REFORESTATION AND NATURAL AREA FUND. TD-1 EXISTING TREE TO BE REMOVED, TYP. EX. TREE TO REMAIN 117 EX. TREE TO BE REMOVED 6 MISSING TREE TO BE REPLACED 6 DATENo.REVISIONBYDATE: SHEET File No. 2022-194 06-07-2023 CHECKED:EMS/RM DRAWN:EMS DESIGN:EMSKROGER 448950 E. SANDY LAKERD.COPPELL, TXTEXAS REGISTRATION #14199 1903 CENTRAL DR. SUITE #406PHONE: 817.281.0572BEDFORD, TX 76021 WWW.CLAYMOOREENG.COM.HI H IC S STERC CTTESAEETST AIREG 73 O F 5 3 ET XE R LDRE CAANDS M EP A P LEY(800) 680-6630 15455 Dallas Pkwy., Ste 600 Addison, TX 75001 www.EvergreenDesignGroup.com EVERGREEN D E S I G N G R O U P 07-17-2023 Scale 1" = 30' 15'60'30'0' TREE PROTECTION FENCE EXISTING TREE LEGEND TREE INVENTORY EXISTING TREE TO REMAIN, TYP. MISSING TREE TO BE REPLACED, TYP. TREE PROTECTION FENCE 25" @ $100 = $2,500 26"-9" = 17" @ $200 = $3,400 TOTAL = $5,900 KROGER #448950 E. SANDY LAKECOPPELL, TX983237720.07 07.18.2023FRESH FOR EVERYONETM CUSTOMER APPROVAL:DATE:Rev. #1Rev. #2Rev. #3DATE BYRev. #4Rev. #5Rev. #6DATE BYDRAWING NO:DATE:THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY CUMMINGS. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF CUMMINGS SIGNS.Customer creation through brand innovation.THIS DESIGN REMAINS OUR EXCLUSIVE PROPERTY ANDCANNOT BE DUPLICATED WITHOUT WRITTEN CONSENTQTY. DESCRIPTION SQ. FT.1 DOUBLE FACE MONUMENT SIGN 38.6S. HAWKE07.18.2023983237720.07KROGER #448950 E. SANDY LAKECOPPELL, TXPVANZONING:RESIDENTIALR136.8'EX, SIDEWALKEX, SIDEWALKTRANSFORMERAIR/WATER STATIONUNDERGROUND TANKSADA PARKINGPROP. KIOSK(179 SF.)HEIGHT: 11'PROP.LANDSCAPEISLANDEX. ADA PKNG.EX. ADAPKNG.EX. ADAPKNG.ZONING:RESIDENTIALZONING:RESIDENTIALZONING:RESIDENTIALZONING:RESIDENTIALZONING:RESIDENTIALZONING:RESIDENTIALZONING:RESIDENTIALZONING:RESIDENTIAL5'R 7 9 . 5 2 '± R3 0 . 72' R27.62'5 DOUBLESIDEDPUMPSR7.72'±AERAGNIDAOL EX, SIDEWALKEX, SIDEWALKEX, FH.EX, FH.EX, FH.R 8 . 1 2' ± DDD15' PUBLIC ALLEYPER VOLUME92228, PAGE 3876M.R.D.C.T.WATERS EDGEPHASE ONEVOLUME 92228,PAGE 3876M.R.D.C.T.LOT 11, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 8, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 10, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 14, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 12, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 7, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 9, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.LOT 13, BLOCK DWATERS EDGE, PHASE TWOVOLUME 94144, PAGE 02344M.R.D.C.T.15' UTILITY, LANDSCAPE & SIDEWALK EASEMENTPER VOLUME 94144, PAGE 2344M.R.D.C.T.MAC ARTHUR BOULEVARDVARIABLE WIDTH RIGHT-OF-WAY30' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.TNEMSAEENALERIF'52 1100EGAP,74169EMULOVREP .T.C.D.R.M TNEMSAEEGANIARD'02 1100EGAP,74169EMULOVREP .T.C.D.R.M M.R.D.C.T. PER VOLUME 96147, PAGE 0011 30' BUILDING LINE VISIBILITYTRIANGLEPER VOLUME96147, PAGE 0011M.R.D.C.T.15' UTILITY, LANDSCAPE &SIDEWALK EASEMENTVOLUME 85095, PAGE 2840 &VOLUME 85186, PAGE 1670M.R.D.C.T.M.R.D.C.T.PER VOLUME 85186, PAGE 167030' BUILDING LINEVISIBILITY TRAINGLEPER VOLUME 96147, PAGE 0011M.R.D.C.T.VISIBILITY TRAINGLEPER VOLUME 96147, PAGE 0011M.R.D.C.T.WALL MAINTENANCE EASEMENTVOLUME 85186, PAGE 1670M.R.D.C.T.30' FIRELANEEASMENTPER VOLUME96147, PAGE 0011M.R.D.C.T.25' FIRELANE EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.SANDY LAKE ROAD VARIABLE WIDTH RIGHT-OF-WAY RIGHT TURN EASMENTPER VOLUME 96147, PAGE 0011M.R.D.C.T.5' LONE STAR GAS EASMENTVOLUME 96147, PAGE 0011M.R.D.C.T.VISIBILITY TRAINGLEVOLUME 96147, PAGE 0011M.R.D.C.T.5' RIGHT-OF-WAYDEDICATIONVOLUME 96147, PAGE0011M.R.D.C.T.15' UTILITY, LANDSCAPE &SIDEWALK EASEMENTVOLUME 96147, PAGE 0011M.R.D.C.T.E"14'11°68N'00.584N39°21'58"E82.25'N2°35'17"W 27.00'N20°48'15"W217.85'N0°26'51"W310.63'S89°33'09"W455.85'S43°28'56"W27.75'S2°35'17"E 75.00'∆∆S2°35'17"E 341.00'S3°50'34"E97.61'EX. TRANSFORMER EX. DUMPSTER W/MASONRY WALL PROPCANOPY2,880 SF.19'-2" HT.EX, FH.EX, FH.EX. MONUMENT SIGNPREVIOUSLY APPROVEDAT 7'6"X9'2"EX. LIGHT POLEEX. LIGHT POLEEX.LIGHTPOLEEX. LIGHT POLEEX. LIGHT POLEEX. LIGHT POLEEX. LIGHT POLEEX. LIGHT POLEEX. LIGHT POLEEX. LIGHT POLEEX. LIGHT POLEEX. LIGHT POLEEX. LIGHT POLEEX. TRANSFORMEREX, SIDEWALKEX, SIDEWALKEX, SIDEWALKEX. MASONRY WALLW / SIGNEX. LIGHT POLEEX. LIGHT POLEEX. MONUMENT SIGNPROP. 4’ x10’MONUMENT SIGNR 3 0 'R30'R3 0 ' R2 0 ' R30' R10' R30'R10'PROP. PROPANETANKS STORAGE±'2.81 17.9'±±'81 ±'6.32 ±'8.71 18.1'±±'1.32 17.7'±17.5'±±'2.32 17.8'±18.4'±±'6.82 17.9'±18.3'± ±'6.71 18'± 20.6'±9.8'±9.4'±±'4.71 29'±'6.71 35.47'±232.32'40.91'37''58.591'80.82'76.31236.46'IPWEIVNIATNUOFOT±'91.764 68.65'60.61'83.3'345.4'± TO MEDIAN9.4'±10'±10'±9.5'±9'±9.5'±9.9'±9.7'± 9.9'± 9.8'± 19.74' '1.32 18.1''6.71 23.3''5.719.34'±9.41'±24'66.14'82.04' 86.06'417.58'43.33'38.66'113.97'17.84'±10.06'±9.36'±5'9.36'±'65.71 17.8' ±'43.32 ±'18.71VICINITY MAPN.T.S.0GRAPHIC SCALE40 40 804020SITEP17.285’ from R.O.W.EXISTING MONUMENT SIGN 950 E. SANDY LAKE ROADPCUSTOMER APPROVAL:DATE:Rev. #1Rev. #2Rev. #3DATE BYRev. #4Rev. #5Rev. #6DATE BYDRAWING NO:DATE:THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY CUMMINGS. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF CUMMINGS SIGNS.Customer creation through brand innovation.THIS DESIGN REMAINS OUR EXCLUSIVE PROPERTY ANDCANNOT BE DUPLICATED WITHOUT WRITTEN CONSENTS. HAWKE07.18.2023983237720.07KROGER #448950 E. SANDY LAKECOPPELL, TX7’-2”2’-6”10’-0”4’-0”2’-6”ALUMINUM CABINETS & RETAINERSPAINTED BLACK.FLAT POLYCARBONATE FACES DECORATEDWITH FLAT, 1ST SURFACE VINYL GRAPHICS.3730-8537 KROGER BLUE38.6 SQ. FT.SCALE: 1” = 1’-0”STANDARD 2’-6” X 7’-2”SKYLINE SCROLLING PRICE SIGN.14” DIGIT.BRICK MOUNMENT SURROUNDTO MATCH LIKE-TYPE SIGNSCURRENTLY ON PROPERTY.GARNET RED BICK VENEER AND MOTARTO MATCH BUILDING. SIGN IS EXTERNALLY ILLUMINATED -UPLIGHTING - SPEC. T.B.D.SOUTH ELEVATIONSTREET SIDENORTH ELEVATION950 E. SANDY LAKE ROAD6” FLAT CUT OUTLETTERS - BLACK Section 1 - Vertical ReadingsSection 2 - Vertical ReadingsSection 3 - Vertical Readings0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850Project No:Project No:fax no: 770-486-4599e-mail:mkt-lightingapplications@tel no: 770-486-45xxApplications Engineering1121 Highway 74 SouthPeachtree City, GA 30269We make no representation as to its completeness, currency or accuracy because of reasons inherent to CAD and the additional digital data used to produce a lighting application.All digital CAD data appear to be extremely accurate, however, this apparent accuracy is an artifact of the techniques used to generate it, and is in no way intended to implyactual accuracy. The user of this data takes full responsibilityfor the accuracy and correctness of all measurements, area, inventories or other data extracted from this, eithermanually or with the use of a computer. This light level analysis is an estimate only, and is based on estimated reflectance values for interior applications or estimated polelocations based on specified light levels for exterior applications. Any variance from reflectance values, obstructions,light loss factors or dimensional data will affect theactual light levels obtained. This analysis is a mathematical model and can be only as accurate as is permitted by the third party software and the IES standards used. In additioncalculated values may vary from actual measurements in certain situations due to variances, such as but not limited to, lamp output, input voltage ballast variances,manufacturingtolerances and application variances. The presence of objects will decrease light levels and may cause some shadowing.Lighting application drawings are being provided to the recipient of this disclaimer.Drawn By:Date:6/23/2023Project Name:Client:Scale:cooperlighting.comKROGER SW 448 - COPPELL, TXSCALE: 1" = 50'The Kroger CompanyDavid SergeantWendy Norman, LC123456789ZZYY2101139B Fuel Center 6-23-23.AGI15W1W2W31314Section 1Section 2Section 3Lighting for the fuel center will be off 12:00AM - 6:00AM,except for minimum lighting required per city standardsWP1211Objects included in CalculationsReflectances of Objects below:Ground = 50%Building = 50%Fence = 50%Fuel Center Canopy = 90%M.R.D.C.T.VOLUME 96147, PAGE 0011LAKESIDE VILLAGE PHASE IILOT 2R305,300 SQ. FT.7.01 ACRESVARIABLE WIDTH RIGHT-OF-WAYMAC ARTHUR BOULEVARDVARIABLE WIDTH RIGHT-OF-WAYSANDY LAKE ROADMH: 15FC1-BFC1-BMH: 15MH: 15FC1-BFC1-BMH: 15FC1-BMH: 15FC1-BMH: 15FC1-BMH: 15FC1-BMH: 15MH: 15FC1-BFC1-BMH: 15FC1-BMH: 15MH: 15FC1-BFC1-BMH: 15MH: 15FC1-BFC1-BMH: 15FC1-BMH: 15MH: 15FC1-BFC1-BMH: 15MH: 15FC1-BFC1-BMH: 15MH: 15FC1-BMH: 30LDC41LDC41aMH: 26.5LDC41aMH: 26.5MH: 26.5LDC41aMH: 30LDC41dMH: 26.5LDE41HSSLDH61MH: 30MH: 30LDH61aLDH61bMH: 30LDH62MH: 30MH: 30LDH62a_1MH: 30LDH62a_1MH: 30LDH71LDH71aMH: 30LDH71aMH: 30MH: 30LDH81aMH: 30LDH81cLWY1aMH: 15LWY1aMH: 15LWY1aMH: 15NFLDMH: 29NFLDaMH: 29MH: 9NN14MH: 10RLDMH: 10RLDMH: 12RLDMH: 12RLDMH: 12RLDMH: 12RLDMH: 12RLDMH: 12RLDLDH81bMH: 30MH: 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0.01 0.02 0.040.07 0.12 0.19 0.27 0.340.390.440.490.510.500.480.440.380.340.290.230.160.100.050.030.010.03 0.30 0.74 0.71 0.56 0.42 0.33 0.25 0.19 0.15 0.140.15 0.17 0.21 0.26 0.33 0.42 0.50 0.55 0.51 0.41 0.310.22 0.16 0.12 0.08 0.010.01 0.01 0.02 0.05 0.090.150.230.310.400.490.580.670.720.690.610.510.420.350.290.220.160.100.060.030.010.10 0.37 0.43 0.39 0.31 0.24 0.18 0.14 0.12 0.13 0.170.23 0.31 0.42 0.59 0.79 1.02 1.24 1.16 0.87 0.63 0.440.30 0.21 0.15 0.09 0.050.03 0.01 0.01 0.01 0.010.020.050.090.170.270.370.500.670.871.081.291.220.960.740.550.410.320.240.160.100.060.030.020.15 0.22 0.22 0.19 0.15 0.11 0.09 0.08 0.09 0.13 0.210.33 0.48 0.73 0.99 1.31 1.39 1.42 1.22 0.89 0.61 0.410.29 0.19 0.11 0.06 0.030.01 0.01 0.01 0.01 0.020.040.070.140.250.380.540.791.061.361.511.511.270.960.680.480.350.250.160.090.050.030.010.10 0.10 0.09 0.08 0.06 0.05 0.04 0.04 0.05 0.08 0.140.21 0.36 0.55 0.83 0.87 1.05 0.96 0.72 0.51 0.34 0.230.14 0.08 0.04 0.02 0.010.00 0.00 0.01 0.01 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CENTERIlluminanceFc34.0751.014.72.323.47SPILL LIGHT @ GRADE LEVELIlluminanceFc0.000.00.0N.A.N.A.LEVELS ON WALLIlluminanceFc0.090.20.0N.A.N.A.0.04 0.03 0.02 0.02 0.02 0.02 0.03 0.04 0.04 0.03 0.030.03 0.03 0.04 0.05 0.06 0.08 0.09 0.11 0.11 0.11 0.10 0.09 0.07 0.07 0.07 0.06 0.04 0.02 0.01 0.01 0.000.000.000.000.000.000.000.000.000.000.000.000.010.010.010.020.020.020.030.030.040.050.050.060.060.060.060.050.050.040.040.040.04 0.0300.16 0.130.06 0.08 0.09 0.10 0.10 0.11 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13 0.14 0.140.15 0.15 0.16 0.18 0.17 0.18 0.18 0.19 0.19 0.20 0.19 0.20 0.20 0.19 0.20 0.20 0.21 0.21 0.22 0.23 0.23 0.23 0.24 0.23 0.220.060.090.100.100.090.080.07 0.06 0.060.09 0.11 0.10 0.09 0.08 0.08 0.09 0.10 0.10 0.10 0.11 0.12 0.13 0.14 0.14 0.140.15 0.15 0.17 0.15 0.14 0.12 0.10 0.08 0.07 0.06 0.05 0.05 0.05 0.05 0.05 0.060.13 972.989.3256 ⚫ 6301 Gaston Ave., Suite 1129, Dallas, TX 75214 ⚫ christy@lambetheng.com Parking Observations To: Mr. Clay Cristy, P.E. From: Christy Lambeth, P.E., PTOE, Lambeth Engineering Associates, PLLC, F-19508 Date: 02/24/2023 Re: Parking Observations for Kroger in Coppell, TX Parking Counts The services of Lambeth Engineering Associates, PLLC, (Lambeth Engineering) were retained to conduct parking observations for Kroger in Coppell, Texas. Observations were conducted at the Coppell Kroger located at 950 E. Sandy Lake Road, Coppell, TX 75019. Observations took place on Saturday, February 18, 2023 through Monday, February 20, 2023. The observations were taken in 30-minute increments. Below is a summary of the data findings from each day and the total of the three days. Detailed observation data is provided in the Appendix. The peak parking demand observed was 127 spaces. It is important to note this was a typical weekend, not during a holiday or special event. End February 28, 2023 Dates Times Observed Peak Time Peak # of Vehicles Saturday, Feb. 18, 2023 2:00 PM - 6:00 PM 2:30 PM 123 Sunday, Feb. 19, 2023 2:00 PM - 6:00 PM 3:30 PM 127 Monday, Feb. 20, 2023 4:00 PM - 7:00 PM 4:00 PM 125 Coppell Kroger Peak Parking Appendix Rows Supply 2:00 PM 2:30 PM 3:00 PM 3:30 PM 4:00 PM 4:30 PM 5:00 PM 5:30 PM 6:00 PM Section A Row 1 7 0 0 0 0 0 1 0 0 0 Section B Row 1 12 0 1 1 0 0 0 0 0 0 Row 2 4 0 0 0 0 0 0 0 0 0 Section C Row 1 17 4 5 5 7 8 8 7 3 4 Row 2 15 8 10 8 6 6 5 7 4 6 Row 3 15 2 5 4 5 2 3 4 1 1 Row 4 16 3 5 7 6 4 6 5 7 4 Row 5 13 5 5 5 4 4 6 5 4 2 Row 6 16 9 9 8 9 8 9 6 7 5 Row 7 13 4 8 7 5 4 9 4 7 4 Section D Row 1 25 3 4 4 5 3 3 4 4 3 Section E Row 1 15 4 13 10 4 8 11 7 9 6 Row 2 13 7 10 11 6 7 8 10 10 9 Row 3 15 10 10 11 9 12 12 11 11 13 Row 4 16 7 7 7 7 5 9 10 9 7 Row 5 17 5 4 7 4 3 5 7 8 7 Row 6 16 2 2 2 4 4 4 4 3 3 Row 7 18 4 4 4 4 3 2 3 3 5 Section F Row 1 17 8 4 6 8 6 6 5 7 5 Row 2 17 7 6 5 5 3 3 6 6 5 Row 3 17 5 4 4 6 4 5 3 3 3 Row 4 17 7 7 6 5 5 5 4 3 3 Totals:331 104 123 122 109 99 120 112 109 95 Notes: · Peak parking demand of 123 vehicles occured at 2:30 PM Times:2 - 6 PM Observed by:BT Weather:cloudy 50 degrees Coppell Kroger Location:950 E Sandy Lake Rd. Coppell,TX 75019 Day, Date:Saturday, February 18, 2023 Rows Supply 2:00 PM 2:30 PM 3:00 PM 3:30 PM 4:00 PM 4:30 PM 5:00 PM 5:30 PM 6:00 PM Section A Row 1 7 0 0 0 0 0 0 0 1 1 Section B Row 1 12 0 0 0 0 0 0 0 0 0 Row 2 4 0 0 0 0 0 0 0 0 0 Section C Row 1 17 2 3 7 6 6 5 3 5 4 Row 2 15 5 5 8 9 6 6 8 5 6 Row 3 15 4 3 5 7 5 5 4 6 6 Row 4 16 4 6 6 6 5 5 6 6 7 Row 5 13 8 3 4 6 4 5 5 6 5 Row 6 16 2 6 6 7 8 6 5 11 7 Row 7 13 6 6 8 9 7 9 7 9 10 Section D Row 1 25 4 5 5 5 4 3 4 4 4 Section E Row 1 15 11 11 10 10 10 9 9 8 8 Row 2 13 8 6 9 8 8 8 9 10 9 Row 3 15 11 10 10 10 10 11 8 11 10 Row 4 16 8 6 8 9 10 7 7 6 6 Row 5 17 6 9 7 8 8 8 7 8 7 Row 6 16 2 3 7 3 4 3 4 5 5 Row 7 18 3 3 2 2 3 4 3 1 2 Section F Row 1 17 10 9 7 6 10 6 9 4 3 Row 2 17 7 3 5 6 6 6 8 5 6 Row 3 17 6 5 6 7 5 7 7 2 4 Row 4 17 2 4 3 3 4 6 1 3 2 Totals:331 109 106 123 127 123 119 114 116 112 Notes: · Peak parking demand of 127 vehicles occured at 3:30 PM · 1 vehicle parked in section A at 5:30pm · No vehicles parked in Section B. · Kroger parking lot is stand-alone. No other store. · Section D is most likely employees. Times:2 - 6pm Observed by:LB Weather:Overcast 65 degrees Coppell Kroger Location:950 E Sandy Lake Rd. Coppell,TX 75019 Day, Date:Sunday, February 19, 2023 Rows Supply 4:00 PM 4:30 PM 5:00 PM 5:30 PM 6:00 PM 6:30 PM 7:00 PM Section A Row 1 7 0 0 0 0 0 0 0 Section B Row 1 12 0 0 0 0 0 0 0 Row 2 4 0 0 0 0 0 0 0 Section C Row 1 17 9 4 5 4 4 7 5 Row 2 15 6 8 6 5 6 7 8 Row 3 15 9 6 6 4 4 7 5 Row 4 16 3 3 5 4 8 10 11 Row 5 13 10 5 3 3 7 8 8 Row 6 16 8 8 7 5 8 7 8 Row 7 13 5 6 5 7 8 4 5 Section D Row 1 25 3 2 2 2 1 1 1 Section E Row 1 15 10 8 10 11 9 6 8 Row 2 13 10 7 10 13 7 7 8 Row 3 15 11 10 11 10 13 9 6 Row 4 16 8 7 7 8 9 7 7 Row 5 17 3 7 5 5 5 5 7 Row 6 16 4 2 2 2 4 3 2 Row 7 18 3 3 5 4 4 4 5 Section F Row 1 17 7 7 8 9 8 7 8 Row 2 17 9 10 6 4 4 5 5 Row 3 17 3 1 2 2 3 2 2 Row 4 17 4 2 3 4 4 3 4 Totals:331 125 106 108 106 116 109 113 Notes: · Peak parking demand of 125 vehicles occured at 4:00 PM Times:4 - 7 PM Observed by:LB Weather:overcast 78 degrees Coppell Kroger Location:950 E Sandy Lake Rd. Coppell,TX 75019 Day, Date:Monday, February 20, 2023 ITEM #9 Page 1 of 4 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE No.: PD-311-LI – AstraZeneca Tank Farm P&Z HEARING DATE: August 17, 2023 C.C. HEARING DATE: September 12, 2023 STAFF REP.: Mary Paron-Boswell, AICP Senior Planner LOCATION: 508 Wrangler Dr SIZE OF AREA: 8.015 acres CURRENT ZONING: LI (Light Industrial) REQUEST: LI (Light Industrial) to PD-311-LI (Planned Development- 311- Light Industrial) to allow the construction of a 19,893 square foot accessory tank farm structure and approximate 3,000 square foot building addition to the existing office/warehouse building on approximately 8 acres, being a portion of Lot 3R1, Block 8 located at 508 Wrangler Drive, at the request of ML Realty on behalf of AstraZeneca, being represented by Allen Hager, DPR Construction. APPLICANT: Owner: Developer: ML Realty Partners DPR Construction 5950 Berkshire Lane 310 Comal St. Suite 900 Suite 300 Dallas, TX 75225 Austin, TX 78702 972-265-0138 617-386-6911 rrainwater@holtlunsford.com allenh@dpr.com Applicant: Engineering: AstraZeneca DPS 508 Wrangler Dr. 959 Concord St. #100 Coppell, TX 75019 Framingham, MA 01701 508-532-6760 Aidan.Coleman@dpsgropglobal.com HISTORY: AstraZeneca is a pharmaceutical company located on Wrangler Drive. This particular location produces one product – Lokelma, which is a prescription medicine that is used to treat adults with Hyperkalemia. Hyperkalemia is a condition where the potassium levels in a person’s blood are too high and can lead to potentially life-threatening health issues, especially for those with chronic kidney disease (CKD). CKD affects approximately 200 million people worldwide. It is the ITEM #9 Page 2 of 4 only place where this drug is produced worldwide. Currently they have six (6) manufacturing lines and are proposing to expand it to eight (8). Staff has previously approved administratively a parking expansion, minor building expansion and utility yard. This new building addition requires a PD since they are asking for a parking variance. HISTORIC COMMENT: This property has no noted historical significance. TRANSPORTATION: Wrangler is a four-lane undivided street. SURROUNDING LAND USE & ZONING: North: Office Warehouse - Light Industrial (LI) South: Office Warehouse (LI) & Coppell 9th Grade Center (PD-289R-C) East: Light Industrial (LI) West: Vacant - Light Industrial (LI) -9) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as appropriate for Industrial Special District. DISCUSSION: AstraZeneca has forecasted that the demand for the drug they produce here will more than double in the next three years. To meet this demand, they are seeking to expand the manufacturing capacity at this site. This expansion includes the construction of a building that will hold the chemicals required to make the Lokelma medicine. This facility operates 24 hours a day/everyday. Site Plan This site plan shows two phases, the first is the construction of a new building for the proposed tank farm and the second is the proposed small 3,000-sf expansion at the rear of the existing building. This second phase will happen if they need it and was included because it would take out eight (8) additional parking spaces. Some additional equipment will be added to the utility yard already existing on the eastern portion of the site. The Site Plan shows the tank farm proposed on the rear western side of the site. This portion of the site has been used up until now as a laydown yard for other work that has happened on-site. This will now be converted to the building for the tanks, referred to as the tank farm. Trucks will enter the site from Wrangler Drive and drive down the eastern side of the building to the rear of the site and then make their way to the tank farm building on the western portion of the site. The building will have two bays to receive the trucks. The applicant has provided a turning template that shows the trucks ability to move into and out of the truck docks. The building itself will have a subterranean level or pit, and then two levels above that which will contain the chemical tanks, offices, pump room, break room and waste room. The new building will have a backup generator on the east side which will be screened. Nothing at the front half portion of the site will be changing other than ITEM #9 Page 3 of 4 the existing building will have a backup generator on the east side which will also be screened. A PD condition is being requested for parking. There are 237 parking spaces currently which is above what is required. With the new construction , some adjustments will be made that will require 45 existing parking spaces to be removed, and they will be adding back 16 spaces, leaving them with 208 spaces. As mentioned earlier, if phase 2 is constructed, eight additional spaces would be removed, leaving 200 spaces in total. We asked the Astrazeneca representatives about their operational needs and as mentioned in their letter, this is a 24 hour a day operation and their current average maximum occupancy is 140 employees per day. They have indicated that the 200 spaces will meet their current and future business needs based on their operating staffing plan. Staff is in support of the requested parking variance. Elevations The new tank farm building will be made of pre-cast concrete panels to match the existing building façade both in pattern, paint colors and texture. They will be using a combination of Sherwin Williams Balanced Beige and Tavern Taupe. Renderings of the building have been provided as well as photographs of the existing building. The western length of the interior wall of the tank farm building will be 4 -hour rated, so as not to interfere with future possible construction on the adjacent lot. Landscaping As mentioned earlier, the front half of the site will not be impacted with the new construction. They will be removing some trees from the site to make way for the new building and parking spaces, and saving those that they can. In addition, they will be planting 32 new trees on site in the parking area, around the new building and along the western perimeter. They will be required to pay approximately $32,500 in tree mitigation fees. They have provided a landscape plan for the limit of work area and will be providing a revised plan for the entire limits of their site. Staff is in support of the request and recommends approval. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the request subject to the following conditions: 1. There may be additional comments during detailed engineering plan review. 2. Revise the Landscape Plan prior to City Council 3. PD Conditions: a. To allow for a parking variance and allow 200 parking spaces as shown on the Site Plan. ALTERNATIVES: 1. Approval of the request 2. Denial of the request 3. Modification of the request 4. Take the case under advisement to a future date ITEM #9 Page 4 of 4 ATTACHMENTS: 1. Detail Site Plan 2. Elevation Renderings 3. Floor Plan 4. Landscape Plan 5. Narrative 6. Parking Memo NOT FOR CONSTRUCTIONVICINITY MAPCOUNTYMAPSCOPROJECT LOCATIONREVDATEDESCRIPTIONDESRCHKDAPPRREVDRAWING NO.PROJECT NO.SCALETITLESTATUSPROJECTNORTHSTAMPTHIS DRAWING IS THE PROPERTY OF DPS AND SHALL BE USED ONLY FOR THE PURPOSE FOR WHICH IT WAS ISSUED.IT SHALL NOT BE COPIED, REPRODUCED OR OTHERWISE USED, NOR SHALL SUCH INFORMATION BE FURNISHED INWHOLE OR IN PART TO OTHERS EXCEPT IN ACCORDANCE WITH THE TERMS OF ANY AGREEMENT UNDER WHICH THISDRAWING WAS ISSUED, OR WITH PRIOR WRITTEN CONSENT OF DPS, AND SHALL BE RETURNED UPON REQUEST.CLIENTCLIENT NO.PROJECTKEY PLANNOT FOR CONSTRUCTIONN:\0043217.00\07 CAD\DWG\Site Design C3D\Master Site Plan\0043217_OverallSP.dwg8/7/2023 1:21:42 PMISSUED FOR BODTG 6101319 - COPP TANK FARM EXPANSIOND22BP111AA04AUG23ISSUED FOR BODWJH(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY1.18.1CCAAABCAF11015NN:\0043217.00\07 CAD\DWG\Site Design C3D\Master Site Plan\0043217_OverallSP.dwg8/7/2023 1:21:42 PMSITE PLAN - TANK FARM ADDITION1"=40'ZSPTX-C-0004A508 WRANGLER DR, COPPELL, TX 75019 & BEING APORTION OF LOT 3R-1, BLK 8 PARK WEST COMM CTRDATE: JULY 19, 2023· SCALE: NTSTANK FARM -EXTERIOR FACADE AXON VIEWSTG 6101319 -COPP TANK FARM EXPANSION 508 WRANGLER DRIVE COPPELL, TX 75019 DATE: 08/02/23 EXISTING BUILDING PHOTOS PRE-CAST CONCRETE PANELS TO MATCH EXISTING BUILDING FAÇADE LOOK REGARDING THE PATTERN, PAINT, COLORS AND TEXTURE. WEST VIEW NORTH VIEW EAST VIEW SOUTH VIEW SCALE: NTSTANK FARM -SOUTHEAST AXONTG 6101319 -COPP TANK FARM EXPANSION 508 WRANGLER DRIVE COPPELL, TX 75019 DATE: 08/02/23 SCALE: NTSTANK FARM -SOUTHWEST AXONTG 6101319 -COPP TANK FARM EXPANSION 508 WRANGLER DRIVE COPPELL, TX 75019 DATE: 08/02/23 SCALE: NTSTANK FARM -NORTHEAST AXONTG 6101319 -COPP TANK FARM EXPANSION 508 WRANGLER DRIVE COPPELL, TX 75019 DATE: 08/02/23 SCALE: NTSTANK FARM -NORTHWEST AXONTG 6101319 -COPP TANK FARM EXPANSION 508 WRANGLER DRIVE COPPELL, TX 75019 DATE: 08/02/23 ZSPTX-AE-02012 1 ZSPTX-AE-0301 1.1 2.1 3.1 4.1 5.1 6.1 7.1 8.1 AA BB CC 1639 SF HIGH PH CONTAINMENT PIT 1488 SF LOW PH CONTAINMENT PIT 2 ZSPTX-AE-0301 2 ZSPTX-AE-0301 1 AE-105 LS LS 292 SF CRAWL SPACE 2 -9' - 8" -9' - 8"7'-0"CONSTRUCTION LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION EXISTING DOOR TO REMAIN CATWALK NEW DOOR. ALL DOORS 6" FROM NEAREST ADJACENT WALL FROM HINGE SIDE U.O.N MATCH/SECTOR LINE 1 HOUR FIRE BARRIER 2 HOUR FIRE BARRIER CR CARD READER STAINLESS STEEL FIRE EXTINGUISHER CABINET, FULLY RECESSED FE-1 FIRE EXTINGUISHER, WALL HOOK FE-2 EE ES/EW OA AUTO OPERATOR LOW WALL AIR RETURN EMERGENCY EXIT DOOR FE-3 FIRE RATED FIRE EXTINGUISHER CABINET, FULLY RECESSED BOLLARD FLOOR TRENCH. SEE PLUMBING & FIRE PROTECTION DRAWINGS FREE STANDING EMERGENCY SAFETY SHOWER/EYEWASH STATION FLOOR DRAIN. SEE PLUMBING & FIRE PROTECTION DRAWINGS GENERAL NOTES 1. REFER TO SHEET ZSPTX-G-0002 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS. 2. VERIFY IN FIELD ALL COLUMNS DIMENSIONS. COLUMN ENCLOSURES TO BE HELD TIGHT AGAINST FIRE- PROOFED COLUMNS. 3. ALL EXPOSED/VISIBLE EXISTING CABLE RELATED TO ANY AND ALL SERVICES NOT LIMITED TO MECHANICAL, ELECTRICAL, DATA, SECURITY, FIRE ALARM, PLUMBING TO BE NEATLY ORGANIZED BY CONTRACTOR. 4. CONTRACTOR REQUIRES ARCHITECTS APPROVAL AND SIGN OFF ON MOCK UP AT ANY AN ALL AREAS WHERE THIS CONDITION EXISTS. 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO RATED PARTITIONS AS A RESULT OF THIS WORK. THE INTEGRITY OF ALL RATED PARTITIONS IS TO BE MAINTAINED DURING CONSTRUCTION. 6. ALL DOORS TO BE OFFSET 6" FROM ADJACENT PARTITION. 7. LOW WALL AIR RETURNS SIZES AND LOCATIONS TO BE COORDINATED WITH MECHANICAL DRAWINGS. 8. PROVIDE EQUIPMENT PAD IN UTILITY ROOMS. 9. COORDINATE PAD SIZES AND LOCATIONS WITH ELECTRICAL AND PLUMBING MECHANICAL AND PROCESS DRAWINGS FOR REQUIRED EQUIPMENT. PAD SIZES AND LOCATIONS TO BE DEPENDENT ON FINAL SELECTION OF EQUIPMENT. REVDRAWING NO. PROJECT NO.SCALE TITLE STATUS PROJECT NORTH STAMP THIS DRAWING IS THE PROPERTY OF DPS AND SHALL BE USED ONLY FOR THE PURPOSE FOR WHICH IT WAS ISSUED. IT SHALL NOT BE COPIED, REPRODUCED OR OTHERWISE USED, NOR SHALL SUCH INFORMATION BE FURNISHED IN WHOLE OR IN PART TO OTHERS EXCEPT IN ACCORDANCE WITH THE TERMS OF ANY AGREEMENT UNDER WHICH THIS DRAWING WAS ISSUED, OR WITH PRIOR WRITTEN CONSENT OF DPS, AND SHALL BE RETURNED UPON REQUEST. N NOT FOR CONSTRUCTION PROGRESS PRINT DATE:PLOT BY: PERCENT COMPLETE: REVIEWED BY: DATE: DATE: CHECKED WITH COMMENTS: CHECKED WITH NO COMMENTS: MAY BE INCOMPLETE CLIENT CLIENT NO. PROJECT KEY PLAN CONFIDENTIAL F A 1 10 15 1/8" = 1'-0" C 7/14/2023 1:40:19 PMAutodesk Docs://D22BP111-AstraZeneca Tank Farm & E-Gen/D22BP111-DPS-ZZ-ZZ-M3-A-0001.rvt ISSUED FOR BOD ZSPTX-AE-0101 D22BP111 80 CONTAINMENT PIT CONSTRUCTION FLOOR PLAN ASTRAZENECA - TANK FARM SCALE: 1/8" = 1'-0" CONTAINMENT PIT3 UP REV DATE DESCRIPTION DESR CHKD APPR A 24MAR23 ISSUED FOR CONCEPT DESIGN AMT MVZ PJM B 14APR23 RE-ISSUED FOR CONCEPT DESIGN CD MVZ PJM C 04AUG23 ISSUED FOR BOD PJM ZSPTX-AE-02012ZSPTX-AE-02011 ZSPTX-AE-02014 1 ZSPTX-AE-0301 1 ZSPTX-AE-0301 1.1 2.1 3.1 4.1 5.1 6.1 7.1 8.1 AA BB CC 2 ZSPTX-AE-0301 2 ZSPTX-AE-0301 1 AE-105 1300 SF GL-LOW PH TANK FARM 8" HEIGHT CONTAINMENT CURB TRUCK BAY 1 TRUCK BAY 2 DRYER EH 1000 AIR COMP IRN100-OF DRY 660 GAL AIR RECEIVER TANK WET 660 GAL AIR RECEIVER TANK 947 SF TANKER BAY 2 947 SF TANKER BAY 1 732 SF UTILITY EMERGENCY SWITCH COMPRESSED AIR CONNECT EMERGENCY SWITCH COMPRESSED AIR CONNECT 53'-0" 20'-4 1/2"20'-4 1/2"28'-9"31'-8 1/2"29'-6 1/2"32'-4"29'-2" LIQUID RECEIVING 181 SF WASTE RM 353 SF CORRIDOR 213 SF BREAK ROOM SAFETY INTERLOCK BOLLARD FOR PLATFORM ACCESS TYP. 156 SF STAIR TOWER 1 5'-6 1/2"21'-10 1/4"PIPE/HOSE STORAGE (H-4) 4 HOUR RATED WALL ALONG PROPERTY WALL PIPE/HOSE STORAGE 156 SF PUMPS ROOM HMI PANEL OPEN TO ABOVE 82 SF VESTIBULE 54 SF TOILET ROOM 210 SF FIRE RM WATER HEATER 30"X27" WATER HEATER 30"X27" PPE EQUIPMENT FLOOR SCALE G1.6.G11HR83 SF STAIR TOWER #2 2471 3047 523080 3068 3065 3005 30293002 2456 3009 30533020 717 3056 1659 SF GL-HIGH PH TANK FARM24532489 4 13122486 3017 ES/EWTABLE TABLE KITCHEN CABINET KITCHEN CABINETKITCHENSINK CABINET CABINET CABINET WASTE ES/EW G1.6.G11HRG1.6.G1 1HR G1.6.G1 1HR G1.6.G1 1HR G1.3.G1 G1.3.G1G1.6.G1 G1.6.G1 1HR CABINETG1.6.G1 1HR G1.6.G1G1.6.G1 1HR METRORACK G1.3.X G1.3.X G1.6.G1 1HR G1.3.XG1.3.X G1.3.X G1.6.G1G1.6.G11HRG1.3.X ES/EW G1.3.XG1.3.X G1.3.XG1.3.X METRORACKSINK G1.3.X G1.3.X G1.3.X G2.6.G2 2HR G1.6.G1G1.6.G1 G1.6.G1 G1.6.G1 1HR G1.6.G1 1HR G1.3.X G1.3.XG1.6.G1 1HR G1.6.G1CL1'-3 1/4" 7'-0" CABINET G1.6.G1G1.3.X G1.3.X G1.3.XG1.3.XMETRO RACK CABINET REMOVE MAN DOORS AND MAKE OH DOOR WIDER CAN WE ADD A CURTAIN? CONSTRUCTION LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION EXISTING DOOR TO REMAIN CATWALK NEW DOOR. ALL DOORS 6" FROM NEAREST ADJACENT WALL FROM HINGE SIDE U.O.N MATCH/SECTOR LINE 1 HOUR FIRE BARRIER 2 HOUR FIRE BARRIER CR CARD READER STAINLESS STEEL FIRE EXTINGUISHER CABINET, FULLY RECESSED FE-1 FIRE EXTINGUISHER, WALL HOOK FE-2 EE ES/EW OA AUTO OPERATOR LOW WALL AIR RETURN EMERGENCY EXIT DOOR FE-3 FIRE RATED FIRE EXTINGUISHER CABINET, FULLY RECESSED BOLLARD FLOOR TRENCH. SEE PLUMBING & FIRE PROTECTION DRAWINGS FREE STANDING EMERGENCY SAFETY SHOWER/EYEWASH STATION FLOOR DRAIN. SEE PLUMBING & FIRE PROTECTION DRAWINGS GENERAL NOTES 1. REFER TO SHEET ZSPTX-G-0002 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS. 2. VERIFY IN FIELD ALL COLUMNS DIMENSIONS. COLUMN ENCLOSURES TO BE HELD TIGHT AGAINST FIRE- PROOFED COLUMNS. 3. ALL EXPOSED/VISIBLE EXISTING CABLE RELATED TO ANY AND ALL SERVICES NOT LIMITED TO MECHANICAL, ELECTRICAL, DATA, SECURITY, FIRE ALARM, PLUMBING TO BE NEATLY ORGANIZED BY CONTRACTOR. 4. CONTRACTOR REQUIRES ARCHITECTS APPROVAL AND SIGN OFF ON MOCK UP AT ANY AN ALL AREAS WHERE THIS CONDITION EXISTS. 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO RATED PARTITIONS AS A RESULT OF THIS WORK. THE INTEGRITY OF ALL RATED PARTITIONS IS TO BE MAINTAINED DURING CONSTRUCTION. 6. ALL DOORS TO BE OFFSET 6" FROM ADJACENT PARTITION. 7. LOW WALL AIR RETURNS SIZES AND LOCATIONS TO BE COORDINATED WITH MECHANICAL DRAWINGS. 8. PROVIDE EQUIPMENT PAD IN UTILITY ROOMS. 9. COORDINATE PAD SIZES AND LOCATIONS WITH ELECTRICAL AND PLUMBING MECHANICAL AND PROCESS DRAWINGS FOR REQUIRED EQUIPMENT. PAD SIZES AND LOCATIONS TO BE DEPENDENT ON FINAL SELECTION OF EQUIPMENT. REVDRAWING NO. PROJECT NO. SCALE TITLE STATUS STAMP THIS DRAWING IS THE PROPERTY OF DPS AND SHALL BE USED ONLY FOR THE PURPOSE FOR WHICH IT WAS ISSUED. IT SHALL NOT BE COPIED, REPRODUCED OR OTHERWISE USED, NOR SHALL SUCH INFORMATION BE FURNISHED IN WHOLE OR IN PART TO OTHERS EXCEPT IN ACCORDANCE WITH THE TERMS OF ANY AGREEMENT UNDER WHICH THIS DRAWING WAS ISSUED, OR WITH PRIOR WRITTEN CONSENT OF DPS, AND SHALL BE RETURNED UPON REQUEST. NOT FOR CONSTRUCTION CLIENT CLIENT NO. PROJECT KEY PLAN CONFIDENTIAL F A 1 10 15 1/8" = 1'-0" 7/14/2023 1:40:21 PMAutodesk Docs://D22BP111-AstraZeneca Tank Farm & E-Gen/D22BP111-DPS-ZZ-ZZ-M3-A-0001.rvt ZSPTX-AE-0102 D22BP111 LEVEL 01 - CONSTRUCTION FLOOR PLAN ASTRAZENECA - TANK FARM SCALE: 1/8" = 1'-0" LEVEL 01 - CONSTRUCTION FLOOR PLAN1 REV DATE DESCRIPTION DESR CHKD APPR T3 T2 T3 T2 DN ZSPTX-AE-02012ZSPTX-AE-02013 ZSPTX-AE-02011 ZSPTX-AE-02014 453 SF ELECTRICAL ROOM PICK POINT ABOVE EA. HATCH TYP. 715 SF OFFICE 1 ZSPTX-AE-0301 1.1 2.1 3.1 4.1 5.1 6.1 7.1 8.1 AA BB CC CLCL23'-5"TRACK MOUNTED LOADING PLATFORM & GANGWAY W/ REMOVABLE RAILINGS SHIP LADDER TO ROOF HATCH ABOVE REMOVABLE PIPE GUARDRAIL FIXED PIPE GUARDRAIL OPEN TO BELOWT.O. GRATING 1299 SF PL - LOW PH TANK FARM 1659 SF PL-HIGH PH TANK FARM 2 ZSPTX-AE-0301 2 ZSPTX-AE-0301 DN ø 11'-0" 274 SF IT ROOM JIB CRANE 327 SF CORRIDOR 1'-6"1'-6"4'-6 1/2"1 AE-105 103 SF TOOLS STORAGE ADJUSTABLE PLATFORM ADJUSTABLE PLATFORM -0' - 1 31/32"CLCTR OF TRK TO FACE OF PLTF8'-8 1/2"4'-11"CLCTR OF TRK TO FACE OF PLTF8'-8 1/2"OPEN TO BELOW OPEN TO BELOW 83 SF STAIR TOWER #2G1.6.G1 1HR G1.6.G11HRG1.6.G1 1HR G1.3.G1G1.3.G1 G1.6.G1 1HR G1.6.G11HRG1.6.G1G1.3.XG1.6.G1 1HR 11 GL1G1.6.G1 1HR 18 G1.6.G1 1HR G2.6.G22HRG1.6.G1 1HR G1.3.XG1.3.X 302323192318323130442320 2450 3071 G1.3.XG1.3.X G1.3.XG1.3.XG1.6.G1G1.3.X G1.3.X G1.3.XG1.3.X G1.3.X G1.3.XG1.3.X3035 G2.6.G2 2HR G1.3.XG1.3.X G1.3.XG1.3.X G1.6.G1 1HR G1.6.G11HRG1.3.X G1.3.XG1.3.X G1.3.X3023156 SF STAIR TOWER 1 979 SF LIQUID RECEIVING 27'-9 1/4" DESK DESK FILE CABINET FILE CABINET DESK DESK ES/EW 6'-0" RO9'-6" RO 5'-0" RO CLR 6'-0"CLR6'-0"DESK DESK ES/EW OPEN TO BELOW OPEN TO BELOW CONSTRUCTION LEGEND EXISTING CONSTRUCTION NEW CONSTRUCTION EXISTING DOOR TO REMAIN CATWALK NEW DOOR. ALL DOORS 6" FROM NEAREST ADJACENT WALL FROM HINGE SIDE U.O.N MATCH/SECTOR LINE 1 HOUR FIRE BARRIER 2 HOUR FIRE BARRIER CR CARD READER STAINLESS STEEL FIRE EXTINGUISHER CABINET, FULLY RECESSED FE-1 FIRE EXTINGUISHER, WALL HOOK FE-2 EE ES/EW OA AUTO OPERATOR LOW WALL AIR RETURN EMERGENCY EXIT DOOR FE-3 FIRE RATED FIRE EXTINGUISHER CABINET, FULLY RECESSED BOLLARD FLOOR TRENCH. SEE PLUMBING & FIRE PROTECTION DRAWINGS FREE STANDING EMERGENCY SAFETY SHOWER/EYEWASH STATION FLOOR DRAIN. SEE PLUMBING & FIRE PROTECTION DRAWINGS GENERAL NOTES 1. REFER TO SHEET ZSPTX-G-0002 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS. 2. VERIFY IN FIELD ALL COLUMNS DIMENSIONS. COLUMN ENCLOSURES TO BE HELD TIGHT AGAINST FIRE- PROOFED COLUMNS. 3. ALL EXPOSED/VISIBLE EXISTING CABLE RELATED TO ANY AND ALL SERVICES NOT LIMITED TO MECHANICAL, ELECTRICAL, DATA, SECURITY, FIRE ALARM, PLUMBING TO BE NEATLY ORGANIZED BY CONTRACTOR. 4. CONTRACTOR REQUIRES ARCHITECTS APPROVAL AND SIGN OFF ON MOCK UP AT ANY AN ALL AREAS WHERE THIS CONDITION EXISTS. 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO RATED PARTITIONS AS A RESULT OF THIS WORK. THE INTEGRITY OF ALL RATED PARTITIONS IS TO BE MAINTAINED DURING CONSTRUCTION. 6. ALL DOORS TO BE OFFSET 6" FROM ADJACENT PARTITION. 7. LOW WALL AIR RETURNS SIZES AND LOCATIONS TO BE COORDINATED WITH MECHANICAL DRAWINGS. 8. PROVIDE EQUIPMENT PAD IN UTILITY ROOMS. 9. COORDINATE PAD SIZES AND LOCATIONS WITH ELECTRICAL AND PLUMBING MECHANICAL AND PROCESS DRAWINGS FOR REQUIRED EQUIPMENT. PAD SIZES AND LOCATIONS TO BE DEPENDENT ON FINAL SELECTION OF EQUIPMENT. REVDRAWING NO. PROJECT NO. SCALE TITLE STATUS STAMP THIS DRAWING IS THE PROPERTY OF DPS AND SHALL BE USED ONLY FOR THE PURPOSE FOR WHICH IT WAS ISSUED. IT SHALL NOT BE COPIED, REPRODUCED OR OTHERWISE USED, NOR SHALL SUCH INFORMATION BE FURNISHED IN WHOLE OR IN PART TO OTHERS EXCEPT IN ACCORDANCE WITH THE TERMS OF ANY AGREEMENT UNDER WHICH THIS DRAWING WAS ISSUED, OR WITH PRIOR WRITTEN CONSENT OF DPS, AND SHALL BE RETURNED UPON REQUEST. NOT FOR CONSTRUCTION CLIENT CLIENT NO. PROJECT KEY PLAN CONFIDENTIAL F A 1 10 15 1/8" = 1'-0" 7/14/2023 1:40:23 PMAutodesk Docs://D22BP111-AstraZeneca Tank Farm & E-Gen/D22BP111-DPS-ZZ-ZZ-M3-A-0001.rvt ZSPTX-AE-0103 D22BP111 LEVEL 02 - CONSTRUCTION FLOOR PLAN ASTRAZENECA - TANK FARM SCALE: 1/8" = 1'-0" LEVEL 2 FLOOR PLAN1 REV DATE DESCRIPTION DESR CHKD APPR FINISH GRADE -0' -2" CONTAINMENT PIT -9' -8" LEVEL 2 12' -8" TOP OF PARAPET 31' -4" 715 SF OFFICE SONOTUBE FOOTING, TYP. 1.1 2.1 3.1 4.1 5.1 6.1 7.1 8.1 ROOF LEVEL 27' -6" SLOPE PITCHED FLOOR TO DRAIN RUNING TO CONTAINMENT PIT LEVEL 2 ZSPTX-AE-0301 2 ZSPTX-AE-0301 29'-2"32'-4"29'-6 1/2"31'-8 1/2"28'-9"20'-4 1/2"20'-4 1/2" VAULT LEVEL -5' -0"9'-6"9'-6"LEVEL 1 0' -0" 327 SF CORRIDOR ? ? 1300 SF GL-LOW PH TANK FARM 1299 SF PL - LOW PH TANK FARM 2453 2320 3023 3032 3002 353 SF CORRIDOR ? ? 979 SF LIQUID RECEIVING 979 SF LIQUID RECEIVING ? ? CABINET CABINET CABINET ES/EW 0'-0" -0'-2" 0'-0" -9'6" FINISH GRADE -0' -2" A CONTAINMENT PIT -9' -8" LEVEL 2 12' -8" TOP OF PARAPET 31' -4" 1 ZSPTX-AE-0301 AA BB CC ROOF LEVEL 27' -6" 1639 SF HIGH PH CONTAINMENT PIT 1488 SF LOW PH CONTAINMENT PIT 1659 SF GL-HIGH PH TANK FARM 1300 SF GL-LOW PH TANK FARM 1659 SF PL-HIGH PH TANK FARM 1299 SF PL - LOW PH TANK FARM VAULT LEVEL -5' -0" MECH SPACE MECH SPACE UNDERGROUND PIPE VAULT EXISTING 508 WRANGLER BUILDINGPIPE VAULT ACCESS STAIR 21'-2"21'-2" 1 AE-105 LEVEL 1 0' -0" 2450 2471 8'-0"FINISH GRADE -0' -2" VAULT LEVEL -5' -0" COLLIDAL SILLICA SODIUM HYDROXIDE WASTE COMPRESSED AIR ZIRCONIUM ACETATE HYDROCHLORIC ACID LEVEL 1 0' -0"3'-10"REVDRAWING NO. PROJECT NO. SCALE TITLE STATUS STAMP THIS DRAWING IS THE PROPERTY OF DPS AND SHALL BE USED ONLY FOR THE PURPOSE FOR WHICH IT WAS ISSUED. IT SHALL NOT BE COPIED, REPRODUCED OR OTHERWISE USED, NOR SHALL SUCH INFORMATION BE FURNISHED IN WHOLE OR IN PART TO OTHERS EXCEPT IN ACCORDANCE WITH THE TERMS OF ANY AGREEMENT UNDER WHICH THIS DRAWING WAS ISSUED, OR WITH PRIOR WRITTEN CONSENT OF DPS, AND SHALL BE RETURNED UPON REQUEST. NOT FOR CONSTRUCTION PROGRESS PRINT DATE:PLOT BY: PERCENT COMPLETE: REVIEWED BY: DATE: DATE: CHECKED WITH COMMENTS: CHECKED WITH NO COMMENTS: MAY BE INCOMPLETE CLIENT CLIENT NO. PROJECT CONFIDENTIAL AS INDICATED C 7/14/2023 1:40:49 PMAutodesk Docs://D22BP111-AstraZeneca Tank Farm & E-Gen/D22BP111-DPS-ZZ-ZZ-M3-A-0001.rvt ISSUED FOR BOD ZSPTX-AE-0301 D22BP111 80 BUILDING SECTIONS ASTRAZENECA - TANK FARM SCALE: 1/8" = 1'-0" SECTION - EAST1 SCALE: 1/8" = 1'-0" SITE SECTION - SOUTH2 SCALE: 1/4" = 1'-0" SECTION THRU PIPE VAULT CORRIDOR3 REV DATE DESCRIPTION DESR CHKD APPR A 24MAR23 ISSUED FOR CONCEPT DESIGN AMT MVZ PJM B 14APR23 RE-ISSUED FOR CONCEPT DESIGN CD MVZ PJM C 04AUG23 ISSUED FOR BOD PJM 2638 2635 2654 2649 2631 2632 2626 2620 2619 2663 2869 2873 2897 2904 2910 2584 2393 2423 2388 2186 2601 2609 2603 2541 2549 2525 2489 2771 2787 2800 2812 2695 2699 2076 1.PROCEDURES REQUIRED PRIOR TO CONSTRUCTION: THE FOLLOWING PROCEDURES SHALL BE FOLLOWED ON ALL TYPES OF CONSTRUCTION PROJECTS. A.DURING PRE-CONSTRUCTION, TREES TO BE REMOVED SHOULD BE REMOVED FROM THE SITE IN A MANNER TO AVOID INJURY TO REMAINING TREES, INCLUDING THE REMOVAL OF STUMPS AND/OR ROOT SYSTEMS. HEAVY EQUIPMENT SHALL NOT ENCROACH ON THE ROOT SYSTEMS OF TREES TO BE RETAINED OR OTHER TREES OF HIGH VALUE. IF NECESSARY, TREES SHOULD BE REMOVED MANUALLY WITH CHAIN SAWS, AND STUMPS SHOULD BE GROUND OUT INSTEAD OF USING HEAVY EQUIPMENT. B.CRITICAL ROOT ZONES SHALL BE ESTABLISHED AND MAINTAINED FOR ALL TREES TO BE CONSERVED ON A CONSTRUCTION SITE. THIS AREA MAY BE ADJUSTED FOR EXISTING BUILDINGS, WALKWAYS, AND ROADS BY PERMISSION OF OWNER. BARRICADES SHALL BE 4 FOOT HIGH ORANGE VINYL CONSTRUCTION FENCE. SIGNS, IN ENGLISH AND SPANISH SHALL BE PLACED VISIBLE FROM ALL DIRECTIONS, ALONG THE FENCE TO INFORM WORKERS OF THE PURPOSE OF THE BOUNDARY. THE BARRIER AND PROPER SIGNAGE SHALL BE INSTALLED PRIOR TO ANY SITE PREPARATION AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILDUP WITHIN THE TREE DRIP LINE. APPLY 4 INCHES OF COURSE MULCH WITHIN PROTECTION AREAS TO HELP REDUCE MOISTURE STRESS AND REDUCE MAINTENANCE. C.WHERE EXCAVATIONS ARE PERFORMED WITHIN THE ROOT ZONE OF TREES, TRENCHING SHOULD BE PERFORMED MANUALLY, OR BY USING A VIBRATORY PLOW, DIRECTIONAL BORER, OR BY AIR SPADING. BACKHOES SHALL NOT BE USED TO RIP ROOTS AT CONSIDERABLE DISTANCES FROM THE POINT OF EXCAVATION. WHEN TRENCHING OR MODIFICATION OF THE ROOT ZONE ENCROACHES HEAVILY ONTO ESTABLISHED TREES, A ROOT PRUNING METHOD SHOULD BE EMPLOYED WHERE THE ROOTS ARE EXPOSED AND TRIMMED WITH PROPER PRUNING TOOLS SEVERAL INCHES TO THE SIDE OF THE TRENCH BORDERING THE TRUNK OF THE AFFECTED TREE. TEARING OF ROOTS IS TO BE AVOIDED. SUPPLEMENTAL IRRIGATION SHALL START IF NEEDED. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH TO THE SOIL AND SEALED USING LAC BALSAM. BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE (I.E. WITHIN THE SAME WORKDAY). IF ROOTS ARE NOT BACKFILLED WITHIN THIS TIME, THEY SHALL BE COVERED WITH ORGANIC MATERIAL SUCH AS COMPOSTED MULCH TO A DEPTH OF 4 INCHES, WHICH WILL REDUCE TEMPERATURE AND MINIMIZE WATER LOSS DUE TO EVAPORATION. D.ALL TREES DIRECTLY ADJACENT TO BUILDINGS SHOULD BE PRUNED FOR CANOPY RAISING TO PROVIDE A MINIMUM OF 4 TO 6 FEET OF CLEARANCE OVER THE BUILDINGS AS WELL AS CANOPY REDUCTION PRUNING TO PROVIDE A MINIMUM OF 2 FEET CLEARANCE AWAY FROM THE SIDES OF BUILDINGS. 3.THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE SUBJECT TO THE REQUIREMENTS OF THE CITY ORDINANCE. A.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. B.EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED OR OTHER LIQUIDS DEPOSITED OR ALLOWED TO FLOW OVERLAND 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. C.TREE ATTACHMENTS: NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER THAN THOSE A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY PROTECTED TREE. D.GRADE CHANGES: NO GRADE CHANGES SHALL BE ALLOWED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY PROTECTED TREE UNLESS ADEQUATE CONSTRUCTION METHODS ARE APPROVED BY THE LANDSCAPE ARCHITECT. E.IMPERVIOUS PAVING: NO PAVING WITH ASPHALT, CONCRETE OR OTHER IMPERVIOUS MATERIALS THAT MAY REASONABLY BE EXPECTED TO KILL A TREE SHALL BE PLACED WITHIN THE LIMITS OF CRITICAL ROOT ZONE OF A PROTECTED TREE EXCEPT AS OTHERWISE ALLOWED IN THE CITY ORDINANCE. 4.PROHIBITED ACTIVITIES IN DRIP-LINE: NO HEAVY EQUIPMENT, INCLUDING BUT NOT LIMITED TO TRUCKS, TRACTORS, TRAILERS, BULLDOZERS, BOBCAT TRACTORS, TRENCHERS, COMPRESSORS, AND HOISTS, SHALL BE ALLOWED INSIDE THE DRIP-LINE OF ANY PROTECTED TREE ON ANY CONSTRUCTION SITE WITHOUT THE SPECIFIC APPROVAL OF THE LANDSCAPE ARCHITECT. 5.TREES THAT WERE PREVIOUSLY IRRIGATED SHALL BE IRRIGATED DURING CONSTRUCTION. THEY SHALL RECEIVE A MIN. OF ONE INCH OF WATER PER WEEK FROM THE COMBINATION OF RAINFALL AND IRRIGATION. TREES WITH ROOT-DAMAGE SHALL RECEIVE TWO INCHES OF WATER PER WEEK FROM COMBINATION OF RAINFALL AND IRRIGATION. 6.CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO TREES THAT ARE TO REMAIN. CONTRACTOR TO INSTALL NEW TREE OF EQUIVALENT SIZE IF DAMAGED DURING CONSTRUCTION. TREE MITIGATION NOTES TREE TO REMAIN TREE TO BE REMOVED TREE PROTECTION FENCE TREE PRESERVATION LEGEND DPS GLOBAL COPPELLNOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION CITY OF COPPELL, DALLAS COUNTY, TEXAS 508 WRANGLER DR. COPPELL, TX 75019 & BEING A DATENO.ISSUE SITE PLAN - TANK FARM ADDITION 118 N. OHIO STREET CELINA, TX 75009 214.451.2765 508 WRANGLER DR. COPPELL, TX 75019 & BEING A PORTION OF LOT 3R-1, BLK 8 PARK WEST COMM CTR TREE MITIGATION PLAN L1.00 1 TREE MITIGATION PLAN 1" = 20'-0" EXISTING BUILDING PROPOSED BUILDING PROPERTY LINE/ LIMIT OF WORK LIMIT OF WORK PROPERTY LINE/ LIMIT OF WORKLIMIT OF WORKPROPOSED BUILDING EXPANSION DPS GLOBAL COPPELLNOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION CITY OF COPPELL, DALLAS COUNTY, TEXAS 508 WRANGLER DR. COPPELL, TX 75019 & BEING A DATENO.ISSUE SITE PLAN - TANK FARM ADDITION 118 N. OHIO STREET CELINA, TX 75009 214.451.2765 508 WRANGLER DR. COPPELL, TX 75019 & BEING A PORTION OF LOT 3R-1, BLK 8 PARK WEST COMM CTR TREE MITIGATION DATA AND DETAILS L1.01 PROTECTED TREE TO REMAIN ORANGE CONSTRUCTION FENCE METAL T-POST (DIRECT BURIED 24" MIN) LIMITS OF DRIP-LINE 4'-0" MIN.TREE PROTECTION FENCING 3/4" = 1'-0"1 MINIMUM LIMITS OF CRITICAL ROOT ZONE RADIUS = 1 FT. PER INCH OF TRUNK DIAMETER CRITICAL ROOT ZONE DRIPLINE OF TREE TREE PROTECTION FENCING; RE: DET. 4 / THIS SHEET EXISTING TREE TO REMAIN NOTE: TREE PROTECTION FENCING SHALL BE PLACED AT OR BEYOND THE DRIP LINE OR CRITICAL ROOT ZONE, WHICHEVER IS GREATER. 6'-8' O.C. TYP TREE PROTECTION FENCING - PLAN VIEW N.T.S2 12' FIRE LANE 283 sf BD 2 QS 3 UC 5 QV 2 QS 15 IN 3 UC 1,334 sf BD 141 sf TA 137 sf TA 109 sf TA 95 sf TAFIRE HYDRANT, REF. CIVIL PIPE VAULT, REF. CIVIL PIPE VAULT, REF. CIVIL EXISTING TREE TO REMAIN RETAINING WALL, REF. CIVIL EXISTING TREES TO REMAIN 1 1 UTILITY AND SEWER EASEMENT 6 QV 3 QS 7 QS 1 QV 1.ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 2.FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE GRADING SHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. FROM THE SITE AND INSURE POSITIVE DRAINAGE IN ALL AREAS. 3.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION. 4.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 5.THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND ACCESSORIES. 6.ALL PLANT MATERIALS SHALL MEET ANSI Z60.1 STANDARDS FOR CALIPER, HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEED SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 7.BALLED AND BURLAPPED TREES SHALL HAVE THE TOP HALF OF THE WIRE BASKET REMOVED. THE BURLAP SHALL BE REMOVED TO THE GREATEST EXTENT POSSIBLE, USING A KNIFE TO CUT AND REMOVE THE BOTTOM HALF UNDER THE WIRE BASKET THAT REMAINS. 8.QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PLANTING GENERAL NOTES IT IS PREFERABLE THAT NO TREE BE STAKED. HOWEVER, CONDITIONS AND PLANT MATERIAL SIZE MAY NECESSITATE STAKING. THE OWNER'S REP SHALL DETERMINE IF SUPPORT IS NEEDED AND SHALL DIRECT THE CONTRACTOR ACCORDINGLY. TREES BOTANICAL / COMMON NAME SIZE/COND.QTY QUERCUS SHUMARDII / SHUMARD OAK 3" CAL.14 FULL, MATCHING QUERCUS VIRGINIANA / SOUTHERN LIVE OAK 3" CAL.12 ULMUS CRASSIFOLIA / CEDAR ELM 3" CAL.6 SHRUBS BOTANICAL / COMMON NAME SIZE QTY ILEX VOMITORIA 'NANA' / DWARF YAUPON HOLLY 5 GAL 15 GROUND COVERS BOTANICAL / COMMON NAME SIZE QTY BOUTELOUA DACTYLOIDES / BUFFALO GRASS SOD 8,213 SF TRACHELOSPERMUM ASIATICUM / ASIATIC JASMINE 4" POT 482 SF PLANT SCHEDULE SYMBOL DESCRIPTION QTY DETAIL STEEL EDGING 4/L1.011 REFERENCE NOTES SCHEDULE 4/L2.01 DPS GLOBAL COPPELLNOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION CITY OF COPPELL, DALLAS COUNTY, TEXAS 508 WRANGLER DR. COPPELL, TX 75019 & BEING A DATENO.ISSUE SITE PLAN - TANK FARM ADDITION 118 N. OHIO STREET CELINA, TX 75009 214.451.2765 508 WRANGLER DR. COPPELL, TX 75019 & BEING A PORTION OF LOT 3R-1, BLK 8 PARK WEST COMM CTR PLANTING PLAN L2.00 1 PLANTING PLAN 1" = 20'-0" EXISTING BUILDING PROPOSED BUILDING PROPERTY LINE/ LIMIT OF WORK LIMIT OF WORK PROPERTY LINE/ LIMIT OF WORKLIMIT OF WORKALL PROPOSED LANDSCAPED AREAS SHALL HAVE FULL IRRIGATION AND IRRIGATION PLANS WILL BE PROVIDED AT TIME OF BUILDING PERMIT SUBMITTAL. PROPOSED BUILDING EXPANSION DPS GLOBAL COPPELLNOTESDRAWNDESIGNDATESCALE FILE NO. DATENO.REVISION CITY OF COPPELL, DALLAS COUNTY, TEXAS 508 WRANGLER DR. COPPELL, TX 75019 & BEING A DATENO.ISSUE SITE PLAN - TANK FARM ADDITION 118 N. OHIO STREET CELINA, TX 75009 214.451.2765 508 WRANGLER DR. COPPELL, TX 75019 & BEING A PORTION OF LOT 3R-1, BLK 8 PARK WEST COMM CTR PLANTING DETAILS L2.01 SOIL PROFILE FOR SOD & SEED 1 1/2" = 1'-0" TURF OR SEED, REF. PLANTING PLANS FOR TYPE 1"4"EXISTING SOIL TOPSOIL PREP: 1.FINISH GRADE TOPSOIL BY REMOVING STONES LARGER THAN 1" IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER TO LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 2.ADD 1" COMPOST ON THE SURFACE, THEN TILL TO 4" DEPTH 3.INSTALL SOD AND SEED AS SHOWN AND NOTED PER SPECIFICATIONS, REF. PLANTING PLANS FOR TYPE 2 GROUNDCOVER PER PLANTING PLAN COMPOST MULCH LAYER (SEE SPECS) PLANTING SOIL (SEE SPECS) UNDISTURBED SOIL SPACING PER PLAN SPACING PER PLAN 1 1/2"4"ADJACENT WALK, CURB, ETC.1/2"GROUNDCOVER 1" = 1'-0"3 P-IN1-03 NOTE: STEEL EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN AREAS & SHALL CREATE SMOOTH, EVEN LINES (AS INDICATED ON THE PLANS) STEEL EDGING AT PLANTING 1 1/2" = 1'-0" MULCH PREPARED SOIL IN PLANTING AREAS TOPSOIL 316" x 4" STEEL EDGING (BLACK), LOCATED ON PLANTER BED SIDE, TACK WELD CORNERS AND JOINTS, SPOT SPRAY PAINT WHERE NEEDED WITH BLACK ENAMEL TOP OF SOD LAYER 4 NOTE: DO NOT CREATE WATERING RING (SAUCER) AROUND TREE PIT CANOPY TREE W/ UNDERGROUND STAKES 3/4" = 1'-0" NAIL STAKE "U" BRACKET EDGE OF ROOT BALL ROOT BALL ANCHORING RING MULCH EDGE OF HOLE 36" NAIL STAKE TO ACCOMMODATE ROOT BALL AND PENETRATE UNDISTURBED GROUND. ORNAMENTAL TREES DO NOT REQUIRE STAKING NOTE: AUGER EXCAVATION OF TREE PIT IS NOT ACCEPTABLE. SET TREE PLUMB LEAVE TRUNK FLARE EXPOSED, SET ROOT BALL 1" ABOVE FINISHED GRADE, REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL 3" MULCH MATERIAL BACKFILL WITH NATIVE SOIL, TAMP LIGHTLY & WATER IN 6" LIFTS, SCARIFY EDGES OF TREE PIT TAMPED MOUND UNDISTURBED SOIL 12" TYP. LEAVE TRUNK FLARE EXPOSED, PLANTING ROOT BALL 1" ABOVE FINISHED GRADE MULCH, SEE SPECS 1 Internal Memo DOCUMENT NO.: D22BP111-IM-001 REVISION: C DATE: 08 Aug 2023 2023 SF1047_G Page 1 of 3 TO: Ms. Mary Paron-Boswell, Sr. Planner, City of Coppell, TX. C.C.: Mr. Allen Hager, DPR, Mr. Jerome Doyle, AstraZeneca SUBJECT: Project Summary PREPARED BY: Aidan Coleman, Project Manager, DPS 1. SITE OVERVIEW The AstraZeneca (AZ) site located at 508 Wrangler Drive, Coppell, TX (Lot 3R-1, Block 8 Park West Commerce Center / Building 3 / West Facility ) is a single product manufacturing site and the only AZ site that produces Lokelma. Lokelma is a prescription medicine that is used to treat adults with Hyperkalemia. Hyperkalemia occurs when the potassium levels in a patient's blood are too high. It is a condition that can lead to serious and potentially life-threatening health issues. Patients with Chronic Kidney Disease (CKD) are at a higher risk for Hyperkalemia. CKD affects an estimated 200 million people worldwide. AstraZeneca's vision is to ensure every patient across the globe has access to the life-saving Lokelma. The AstraZeneca Coppell Site is approximately 118,185 square feet. The Coppell Site currently includes 6 manufacturing lines (Process Trains 1 - 6), Warehousing, Starting Material Storage (Tank Farm), Utility Space, Quality Control Lab and Administrative Areas. The Coppell Site operates 24 / 7 and the existing manufacturing capacity is one-hundred percent utilized to meet the current patient demand for Lokelma. The Lokelma demand is forecasted to more than double by 2026. Therefore, AstraZeneca needs to increase the Coppell Site's manufacturing capacity to be able to meet that demand. AstraZeneca's strategic plan includes the addition of 2 manufacturing lines (Process Trains 7 and 8), the associated utilities and a separate starting material storage building (Tank Farm) to the Coppell Manufacturing Site. The additional manufacturing lines will provide the capacity needed to meet the forecasted global demand for Lokelma. 2. SITE HISTORY 2015 - AstraZeneca acquired Lokelma from ZS Pharma and Coppell Site lease transferred to AstraZeneca 2018 – Received FDA and European Medicines Agency (EMA) regulatory approval for Lokelma 2019 – Launched commercial distribution of Lokelma 2023 – Lokelma approved in 55 Markets Worldwide 2023 – Tank Farm Design Initiated Internal Memo DOCUMENT NO.: D22BP111-IM-001 REVISION: C DATE: 08 Aug 2023 2023 SF1047_G Page 2 of 3 2025- Tank Farm in Operation 2026- Q1 Train 7 Commercial Production 2026- Q3 Train 8 Commercial Production (TBD) 3. TANK FARM ADDITION The Aqueous Chemical Tank Farm addition to the site will be used to support the existing and new manufacturing lines (Process Trains 7 and 8). The overall facility footprint of the new Tank Farm is approximately 9,500 sf, including both floors. The building equates to 19,000 sf, including the Truck Unloading Area, the Tank Farm, and the supporting utilities on the first and second floors. The project is expected to have a land disturbance area of approximately 2.5 acres, which will require ground clearing, excavation, and levelling to allow a first-floor elevation to match the existing cGMP Building. Pacheco Koch, a Westwood company proposed approach to excavation/grading, site equipment location and will be the site civil engineering firm of record. Site work also includes utility infrastructure for water mains, sanitary sewer, storm water and electrical routing. The Tank Farm portion of the building, which will house the tanks and aqueous chemicals, requires the addition of nine tanks, eight of which are 17,000 Gallons intended to be fabricated from stainless steel, and one 10,000-gallon tank which will be Fiberglass Reinforced Polyester (FRP) to store the raw materials listed below: • Sodium Hydroxide (NaOH) • Zirconium Acetate (ZrAc) • Colloidal Silica • Hydrochloric Acid (HCl) It is important to note that the existing Tank Farm already in operation within the site holds the same chemicals. Thus, no new chemicals are being introduced to the site with the addition of the new and separate Tank Farm building. The additional starting material storage capacity of the new Tank Farm is required to support the increased manufacturing capacity with the addition of Process Trains 7 and 8. 4. City’s review comments (received on July 28,2023) and DPS Responses - is there any release of fumes, etc. into the atmosphere? DPS Response: No, All Hydrochloric Acid vents will be scrubbed prior to venting to atmosphere. Scrubber design will be managed in Detailed Design phase. All other vents are non-hazardous vent services. - Still needing information relating to chemicals and proximity to other buildings and property lines. As this may affect setback or construction material/rating of this building. DPS Response: The Tank Farm Building is considered an H-4 Occupancy Group. Section 307.6 Internal Memo DOCUMENT NO.: D22BP111-IM-001 REVISION: C DATE: 08 Aug 2023 2023 SF1047_G Page 3 of 3 High-hazard Group H-4 defines the tank farm building as containing materials that are health hazards that includes but not limited to Corrosives. The raw materials stored within the tank farm building are considered corrosives. 1: Tank Farm Building to Existing AZ Manufacturing Facility: Based on the attached civil site plan, the existing AstraZeneca manufacturing facility is 97.5 Feet off of the tank farm building. As listed in the 2015 IBC – Table 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE there is a greater than 30 f oot distance between buildings so we would need a 0 Hr fire rating on the exterior wall of the tank farm building. 2: There is a 10 foot side yard setback on the existing property line. The Tank Farm building is located 14.6 feet off the side yard property line as shown on the attached civil site plan. As mentioned above, sine we are greater than 30 feet to any building based on the side yard property line, the exterior wall of the tank farm would be at 0 hours. As a precaution, and should the adjacent side yard property be developed, we are providing a 4-hour rated interior wall along the entire length of the tank farm building along the side yard property line. This will protect AZ from ever having to go back and install a fire rated wall in the future should the adjacent property ever be developed. Table 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE = X (feet) TYPE OF CONSTR UCTION OCCUPANCY GROUP H (e) OCCUPANCY GROUP F-1, M, S-1 (f) OCCUPANCY GROUP A,B,E,F- 2,I,R,S- 2,U(h) X ≥ 30 All 0 0 0 (e) For special requirements for Group H occupancies, see Section 415.6 Section 415.6 – Fire Separation Distance: Building must comply with requirements outlined within this section, which we do. August 2, 2023 WW No.: R0043217.00 Mr. Matthew Steer, AICP, LEED® Green Associate Development Services Administrator CITY OF COPPELL Planning Department 265 E. Parkway Blvd Coppell, TX 75019 Re: 508 Wrangler Drive Site Improvements Parking Memo Coppell, TX Dear Mr. Steer, The proposed improvements at 508 Wrangler Drive have left the site short of the required parking per City of Coppell standards for Light Industrial (LI) zoning. This memo aims to explain the parking deficit and assist in the pursuit of a zoning variance. To explain, this memo will discuss the existing conditions, the proposed improvements, and the employee shift data provided by the tenant, AstraZeneca Pharmaceuticals. The existing conditions consist of a 118,000-sf multi-use building and 237 parking spaces as of the site survey performed in March 2023. The use is split between office and warehouse and the required parking comes out to 225 spaces for a surplus of 12 spaces. There are open, undeveloped areas in the northwest and southwest corners of the property. The northwest and southwest corners have been reserved for the proposed tank farm and the corresponding construction trailer, respectively. See Exhibit A for existing parking conditions. The proposed improvements include a 18,186-sf tank farm, a building expansion, by others, of approximately 3,000 sf, and site electrical equipment. The site will be losing 45 spaces due to these improvements with 16 of those spaces being replaced for a total of 208 spaces provided after all construction is complete. A contingency of 8 spaces is being held for any unforeseen design changes that will remove parking to make the minimum promised parking count 200 spaces. The additional 21,186 sf from the tank farm and building expansion results in a parking requirement of 253 spaces. These parking counts, 200 provided and 253 required, leave the site 53 spaces short per City of Coppell standards. See Exhibit B for the proposed site plan. AstraZeneca (AZ) has provided their employee count and shift data to ease concern regarding the parking deficit. The employee count for AZ at their Coppell site is 208, excluding contractors. The current average maximum occupancy per day is 140 employees, which does include contractors. AZ leased a separate office in Coppell to accommodate the engineering and construction teams for the duration of the site expansion project, which will help reduce the current average maximum occupancy. The future average maximum occupancy per day is projected to remain around 140 employees per day with the reduction in contractors offsetting the increase in manufacturing staffing. Therefore, AZ confirmed that the 200 parking spaces will meet current and future business needs based on their operating staffing plan. EXHIBIT A DESIGN DRAWN DATE SCALE NOTES FILE NO. EXHB EXISTING CONDITIONS/DEMO PLAN AZ TANK FARM27 SPACES REMOVED 9 SPACES REMOVED 7 SPACES REMOVED 1 SPACE REMOVED EXHIBIT B NOT FOR CONSTRUCTIONVICINITY MAPCOUNTYMAPSCOPROJECT LOCATIONREVDATEDESCRIPTIONDESRCHKDAPPRREVDRAWING NO.PROJECT NO.SCALETITLESTATUSPROJECTNORTHSTAMPTHIS DRAWING IS THE PROPERTY OF DPS AND SHALL BE USED ONLY FOR THE PURPOSE FOR WHICH IT WAS ISSUED.IT SHALL NOT BE COPIED, REPRODUCED OR OTHERWISE USED, NOR SHALL SUCH INFORMATION BE FURNISHED INWHOLE OR IN PART TO OTHERS EXCEPT IN ACCORDANCE WITH THE TERMS OF ANY AGREEMENT UNDER WHICH THISDRAWING WAS ISSUED, OR WITH PRIOR WRITTEN CONSENT OF DPS, AND SHALL BE RETURNED UPON REQUEST.CLIENTCLIENT NO.PROJECTKEY PLANNOT FOR CONSTRUCTIONN:\0043217.00\07 CAD\DWG\Site Design C3D\Master Site Plan\0043217_OverallSP.dwg8/2/2023 10:08:39 AMISSUED FOR BODTG 6101319 - COPP TANK FARM EXPANSIOND22BP111AA04AUG23ISSUED FOR BODWJH(SUBJECT TO REVISION PRIOR TO CONSTRUCTION)ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY1.18.1CCAAABCAF11015NN:\0043217.00\07 CAD\DWG\Site Design C3D\Master Site Plan\0043217_OverallSP.dwg8/2/2023 10:08:39 AMSITE PLAN - TANK FARM ADDITION1"=40'ZSPTX-C-0004A508 WRANGLER DR, COPPELL, TX 75019 & BEING APORTION OF LOT 3R-1, BLK 8 PARK WEST COMM CTRDATE: JULY 19, 2023· ITEM #10 Page 1 of 4 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE No.: PD-309-SF-12 & C, Forest Creek Development, Lots 1 & 2, Blk A P&Z HEARING DATE: August 17, 2023 C.C. HEARING DATE: September 12, 2023 STAFF REP.: Mary Paron-Boswell, AICP Senior Planner LOCATION: West side of S. Denton Tap between W. Bethel School Rd. and W. Bethel Rd. SIZE OF AREA: 2.05 acres of property CURRENT ZONING: C (Commercial) REQUEST: C (Commercial) to PD-309-SF-12 & C (Planned Development-309-Single Family- 12 & Commercial), to allow the development of a residence and professional office building on two lots totaling 2.05 acres of property located on the west side of S. Denton Tap Road approximately 450 feet north of W Bethel Road, at the request of Jose Fernando Teruya, FTA Design Studio, Inc. APPLICANT: Owner: Eliana & Jose Fernando Teruya 1056 Village Parkway Coppell, TX 75019 (469) 939-2586 fteruya@fernando-teruya.com HISTORY: This property is undeveloped and is limited in developable area because of its shape and the floodplain. HISTORIC COMMENT: This property has no noted historical significance. TRANSPORTATION: Denton Tap is a six-lane divided road in a 110’ ROW SURROUNDING LAND USE & ZONING: North: Commercial (C) South: Alexander Court - Residential (PD-220R-SF-12)) East: Commercial (C) across the street West: Grand Cove Estates - Residential (SF-12) ITEM #10 Page 2 of 4 COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this land as appropriate for Residential Neighborhood use. DISCUSSION: Site Plan This piece of property is two acres in size, however, it is oddly shaped and has a limited amount of land for development, since a good portion of it backs up to the 100-yr floodplain and drop about 20-ft from Denton Tap to the creek at the rear of the site. Staff has been working with the owner to come up with a plan to allow for his proposal. Currently the property is zoned Commercial (C). With this proposal the southern portion of the lot would be rezoned to allow for a residence. The base zoning would be SF-12 which matches the surrounding residences and also conforms to the Future Land Use Map. The northern portion of the property would remain Commercial (C) and an office building is planned to be constructed there. The owner of the property plans to live in the residence and build an office for his architecture business next door. The residence would be constructed first. One of the challenges of this site was the driveway locations. Staff has been working with the applicant to adjust the driveway for the commercial lot to better align with the median opening already in place. This will entail adding a left turn lane and making some median modifications that they will be responsible for. Further analysis will be done at the time of engineering review. Lot 1: This site plan shows two lots, the southernmost lot is property would be for a single residence. This lot is somewhat triangular with a long frontage on S. Denton Tap and it narrows towards the rear. The base zoning for this lot is proposed to be SF-12. They are asking for several variances which include a variance to the front yard setback from 30-ft to 25-ft. and for a lot depth of 57 ft on the north side. As mentioned earlier, the lot’s irregular configuration and the 100-yr floodplain limits the development of the lot. Staff is in favor of the reduced front yard setback and lot depth. The residence as shown will be 5,118-sf and provides a tremendous side yard and rear yard setback. The two-story building will be on pier and beam and will have a two-car garage, a circular driveway off Denton Tap and guest parking, there will be no alley access. They are proposing permeable driveway paving for a portion of the site and concrete pavement for the circular drive portion. Staff has no objection to this since they are providing concrete for the circular drive section in case emergency vehicles need to access the site. There is proposed to be an eight-foot wall along the front of the property where the garage and entry court are, with a sliding gate for access to the to this area from the driveway. Lot 2: The northern lot is proposed to remain commercial. The applicant is proposing to construct his office here. The property to the north of this is also commercial. This lot is proposed to have a rectangular 2,990-sf office, with mainly parking (12 spaces) on the lower level and the offices elevated above. The site will be accessed from two driveways on Denton Tap which will be concrete and contain a fire lane. There is a screening wall requirement between residential and commercial zoning. In this instance the applicant is proposing to utilize a living screen in between his office and his residence. The residence is also proposed to ITEM #10 Page 3 of 4 have a gated area by the garage. Staff is in favor of this request. The applicant is also proposing to use the existing trees as a living screen for the other residential lots to the west of this property. Staff is also in favor of this request since we do not want a wall in the middle of the creek in the 100 yr floodplain and since there is approximately 100 ft from building to building with dense trees in between. Building Elevations Both buildings will have a modern look to them with the materials for the residence being cream colored limestone, Austin “Butterstick” block and charcoal colored terracotta rainscreen. The roof will be a standing seam metal roof. The office building will coordinate with the same cream colored limestone, Austin “Butterstick” block and charcoal colored terracotta rainscreen and a standing seam metal roof. The office will also have windows running the length of the building along Denton Tap and a terrace with a pressure treated wood lattice. There doesn’t appear to be any windows on the rear of the office building. The office building will also be required to be fire sprinklered. No signage has been proposed for the building. Landscaping Landscaping plans are only required for the commercial lot, but they will be providing landscaping for both lots. They are proposing to remove trees to be able to construct both buildings, associated parking, etc. They are proposing to save the trees that they can. According to their tree mitigation plans are preserving approximately 72% on Lot 2. Staff will need to verify the tree mitigation fees. They are showing approximately $18,680 in mitigation fees. Landscaping is proposed along Denton Tap with a combination of trees, and groundcover grouped at either end and smaller shrubs in between the driveway entrances. The applicant is proposing to save as many trees as possible on site and they are situated around the site including in the parking area and at the residence. A large percentage of the site will be landscaped or in a natural state, more than the 30% required for lots under 2 acres. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the request subject to the following conditions: 1. There may be additional comments during detailed engineering plan review. 2. Tree mitigation fees shall be paid at time of tree removal permit. 3. The plat cannot be filed prior to zoning being approved. 4. Park fees are required for the residential lot. 5. PD Conditions: a. To allow for no alley for the residential portion. b. To allow a front yard of 25-ft in lieu of 30-ft for Lot 1, Block A. c. To waive the screening wall requirement between Lot 1 and Lot 2. d. To allow the existing trees to act as a living screen between Lot 2 and the adjacent residential lots. e. To allow a screening wall in the front yard as shown on the site plan. f. To allow for a minimum lot depth of 57.93-ft on the north side of Lot 1. g. To allow for a privacy and noise barrier wall within the sewer easement via a license agreement. ITEM #10 Page 4 of 4 h. To allow for residential driveway access on S. Denton Tap Rd. i. The applicant is responsible for any median modification costs for installing the left turn lane. j. The office building will be required to be sprinklered. ALTERNATIVES: 1. Approval of the request 2. Denial of the request 3. Modification of the request 4. Take the case under advisement to a future date ATTACHMENTS: 1. Detail Site Plan 2. Elevation Renderings & Materials Exhibit 3. Landscape Plan 30'-0"20'-0"20'-0"30'-0"44'-7 5/16"44'-7 5/16"30'-0"9,376 sq.ft. 9,376 sq.ft.SS110'-0"30'-0"30'-0"12'-8"339'-5"125'-11"18'-0"18'-0"31'-0"24'-0"90'-0"30'-10"16'-10"492'-6"155'-4"18'-2"9'-3"13'-0"4944944934934944924944.2% DN492488BUTTERSTICK STONE494.4GARBAGETRUCKCONCRETE DRIVEWAYPV PANELSOVER GREENTERRACE4 FT RETAINING WALL12' WALL FIRELANECONCRETEDRIVEWAYALL PARKING SPACESON OPEN-JOINTPRECAST CONCRETEPERMEABLE DECK ONBEAMS AND PIERSTREE GRATING12 (9' x 19')PARKING SPACESTOP ELEVATION +530.5GRAVELBACKYARD GATE495bridge ice warningsign to be relocatedOPEN-JOINTPRECAST CONCRETEPERMEABLE DECKON BEAMS AND PIERSTREEGRATINGOPEN-JOINT PRECASTCONCRETE PERMEABLEDECK ON BEAMS ANDPIERS524.51:3FIRST FLOORFINISHED FLOORELEVATION +495.52-STORYSF-12ON BEAMS AND PIERS2 - CARGARAGEEAVE OVERHANG(FLOOR ELEVATION +489)513.0POOLPERMEABLE DECKPERGOLA493.5506.0511.0PERMEABLE DECK495 495OFF-STREETGUEST PARKING4954954944941ENTRY COURTSTAIRS TOUPPER LEVEL3.8 %5.2 %1.4%498.90497.9499.25EROSION HAZARD SETBACKLINE APPROXIMATE LOCATIONDETERMINED USING FIGURE13-9-1 (A) AS SHOWN IN CITYORDINANCE SECTION 13-9-1,SUB-SECTION G, PARAGRAPH20.EROSION HAZARD SETBACK LINE APPROXIMATE LOCATIONDETERMINED USING FIGURE 13-9-1 (A) AS SHOWN IN CITYORDINANCE SECTION 13-9-1, SUB-SECTION G, PARAGRAPH 20.FIRELANE STRIPEApp r o x i m a t e B a s e F l o o d APPROXIMATE LIMITS OF100 YEAR FLOODPLAIN INACCORDANCE WITH F.I.R.M.MAP, DATED 07-07-2014,COMMUNITY PANELNO. 481130155 KAPPROXIMATE LIMITS OF 100 YEARFLOODPLAIN IN ACCORDANCE WITHF.I.R.M. MAP, DATED 07-07-2014,COMMUNITY PANEL NO. 481130155 KZONE "AE"ZONE "AE"ZONE "AE"ZONE "X"ZONE "AE"ZONE "X"Elev a t i o n 4 8 7 APPROXIMATE LIMITS OF 100 YEARFLOODPLAIN IN ACCORDANCE WITHF.I.R.M. MAP, DATED 07-07-2014,COMMUNITY PANEL NO. 481130155 KAPPROXIMATE LIMITS OF 100 YEARFLOODPLAIN IN ACCORDANCE WITHF.I.R.M. MAP, DATED 07-07-2014,COMMUNITY PANEL NO. 481130155 KZONE "AE"ZONE "X"ZONE "AE"ZONE "X"ZONE "AE"ZONE "X" ZONE "X" (0.2%)ZONE "AE"REGULATORY FLOODWAYCONCRETE BASE(SIGNAGE REMOVED)MANHOLE1/2" IRFSTAMPED"RPLS 3047"UTILITY POLE10' UTILITY ESMTVOL. 88042, PG. 1296D.R.D.C.T.CABLE MARKER1/2" IRFSTAMPED"RPLS 3047"2' x 13' DRAINAGE ESMTVOL. 88042, PG. 1303D.R.D.C.T.CONCRETEPAD10' GENERAL TELEPHONECOMPANY ESMT.VOL. 71012, PG. 1666D.R.D.C.T.10' SIDEWALK ESMT.DOC. NO. 201000242697R.P.R.D.C.T.10' GENERAL TELEPHONE COMPANY ESMT.VOL. 71012, PG. 1666 D.R.D.C.T.25' SANITARY SEWER ESMT.VOL. 96101, PG. 4055 D.R.D.C.T.2' x 13' DRAINAGE ESMTVOL. 88042, PG. 1303 D.R.D.C.T.EX. CURB INLETEX. CURB INLETEX. WVEX. WVGRGRGRGR0 10 2030 4060 ftNSOUTH DENTON TAP ROAD(A VARIABLE WIDTH R.O.W.) CONCRETE PAVEMENTLOT 21, BLOCK AALEXANDER COURT ADDITIONDOC. NO. 20080199412P.R.D.C.T.LOT 13, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T.LOT 14, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T.LOT 4, BLOCK ATHE BURCH ADDITIONVOL. 95166, PG. 239M.R.D.C.T.SEX. HYDGRBRIDGE CONCRETE RAILING0 10 2030 4060 ftNPROPERTY LINE PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEGRPROPERTY LINEPROPERTY LINESOUTH DENTON TAP ROAD(A VARIABLE WIDTH R.O.W.) CONCRETE PAVEMENTGR LOT 20, BLOCK AALEXANDER COURT ADDITIONDOC. NO. 20080199412P.R.D.C.T. LOT 12, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T. LOT 11, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T.EXISTING CONCRETE SIDEWALKGRAPEVINE CREEK CREEKCREEKEXISTING CONCRETE SIDEWALKGRPROPERTY LINEEXISTING CONCRETE SIDEWALKUNDERGROUNDCABLE BOX25' SANITARYSEWER EASEMENT20'-0"30'-0"24'-0"1:3BUILDINGSETBACK496.92,990 sq ft OFFICE (115' x 26'), 16' FFL ABOVE GRADE,14' FIRE TRUCK OVERHEAD CLEARANCE (LCE 512.1)20' B.L.30' B.L.20' B.L.30' B.L.30' B.L.20' B.L.PROPOSED 25' B.L. TO MATCHSANITARY SEWER EASEMENT LINEPROPOSED 25' B.L. TO MATCHSANITARY SEWER EASEMENT LINE505507523.01:31:3495493494.98' WALLPERMEABLE PAVINGDRIVEWAYGATE494.8GATE4954% DN30' B.L.142'-9"DRIVEWAY DISTANCEDRIVEWAY DISTANCE97'-2"140'-8"DISTANCES TO NEXTDRIVEWAY NORTHPROPOSEDELDARICAPINEPROPOSEDELDARICAPINE 44'-7 5 16" (10% of lot width) B.L. 44'-7 516" (10% of lot width) B.L. 30' B.L. 30' B.L.496.32498.16RISER ROOM13'- 6" x 8'496.8NEW FIRE HYDRANTHYD496.8FDCEXISTING MEDIAN20'-0"NEW REINFORCED CONCRETE PAVEMENTDEDICATED LEFT TURN LANE PER CITY STD. 2025RELOCATED INLET62'-6"82'-5"60'-0"89'-6"10'-6"ZONED SF-12ZONED SF-12ZONED SF-12ZONED COMMERCIALIrving, TX 75039 400 E. Royal Lane, Suite 208designstudioFOREST CREEK DEVELOPMENTOWNERSPLANNING &PROPERTY LOCATIONARCHITECTURALCONSULTANTSDESIGNFOREST CREEK ADDITIONLots 1 & 2, Block ASITE PLANSITE PLANSITE COVERAGE AND AREASSITE DATA TABLELOT 1 PROPOSED USESURROUNDING LAND USE & ZONING:LOT 2 PROPOSED USEPLANNED DEVELOPMENT CONDITIONS: 18'-0"18'-0"31'-0"90'-0"492'-6"155'-4"18'-2"9'-3"15'-0"4944944934934944924944.2% DN492488BUTTERSTICK STONE494.4GARBAGE TRUCKCONCRETE DRIVEWAYPV PANELS OVER GREEN TERRACE4 FT RETAINING WALL12' WALLGRAVELBACKYARD GATE495bridge ice warning sign to be relocatedOPEN-JOINTPRECAST CONCRETEPERMEABLE DECKON BEAMS AND PIERSTREE GRATINGOPEN-JOINT PRECASTCONCRETE PERMEABLEDECK ON BEAMS ANDPIERS524.51:3FIRST FLOORFINISHED FLOOR ELEVATION +495.52-STORYSF-12ON BEAMS AND PIERS2 - CARGARAGEEAVE OVERHANG(FLOOR ELEVATION +489)513.0POOLPERMEABLE DECKPERGOLA493.5506.0511.0PERMEABLE DECK 495495OFF-STREET GUEST PARKING495495494494ENTRY COURT3.8 %5.2 %1.4%EROSION HAZARD SETBACK LINEAPPROXIMATE LOCATIONDETERMINED USING FIGURE 13-9-1(A) AS SHOWN IN CITY ORDINANCESECTION 13-9-1, SUB-SECTION G,PARAGRAPH 20.R10'-0"R10' -0 " R19 ' - 0 " R33'-6 "R15'-0"R7'-6"CONCRETE BASE(SIGNAGEREMOVED)MANHOLE1/2" IRFSTAMPED"RPLS 3047"UTILITY POLE10' UTILITY ESMTVOL. 88042, PG. 1296D.R.D.C.T.CABLEMARKER1/2" IRFSTAMPED"RPLS 3047"2' x 13' DRAINAGE ESMTVOL. 88042, PG. 1303D.R.D.C.T.CONCRETEPAD10' GENERAL TELEPHONECOMPANY ESMT.VOL. 71012, PG. 1666 D.R.D.C.T.EX. CURB INLETEX. WVEX. WVGRGRGR0 10 2030 4060 ftNSOUTH DENTON TAP ROAD(A VARIABLE WIDTH R.O.W.) CONCRETE PAVEMENTEX. HYDGRPROPERTY LINEPROPERTY LINEGREXISTING CONCRETESIDEWALKCREEKEXISTING CONCRETE SIDEWALKUNDERGROUNDCABLE BOX25' SANITARYSEWER EASEMENTAppr o x i m a t e B a s e F l o o d APPROXIMATE LIMITS OF100 YEAR FLOODPLAIN INACCORDANCE WITHF.I.R.M. MAP, DATED07-07-2014, COMMUNITYPANEL NO. 481130155 KAPPROXIMATE LIMITS OF100 YEAR FLOODPLAIN INACCORDANCE WITHF.I.R.M. MAP, DATED07-07-2014, COMMUNITYPANEL NO. 481130155 KZONE "AE"ZONE "AE"ZONE "AE"ZONE "X"ZONE "AE"ZONE "X"Elev a t i o n 4 8 7ZONE "AE"ZONE "X"REGULATORY FLOODWAY Zone X (0.2%)0.2% Annual ChanceFlood Hazard, Areas of1% annual chance floodwith average depth lessthan one foot or withdrainage areas of lessthan one square mile1:330' B.L.20' B.L.PROPOSED 25' B.L. TO MATCHSANITARY SEWER EASEMENT LINEPROPOSED 25' B.L. TO MATCHSANITARY SEWER EASEMENT LINELOT 1, BLOCK A 60,395 SQ. FT OR 1.39 ACRES505507523.01:31:320'-0"495493494.98' WALLPERMEABLE PAVINGDRIVEWAYGATE494.8GATE4954% DN30' B.L.PROPOSEDELDARICA PINE 44'-7 5 16" (10% of lot width) B.L. 44'-7 516" (10% of lot width) B.L.Irving, TX 75039 400 E. Royal Lane, Suite 208designstudioFOREST CREEK DEVELOPMENTOWNERSPLANNING &PROPERTY LOCATIONARCHITECTURALCONSULTANTSDESIGNFOREST CREEK ADDITIONLot 1, Block A SF-12SITE PLANAPPROXIMATE LOCATION OF EXISTING SEWER LINEPROPOSED CREPE MYRTLESPROPOSED CREPE MYRTLESSITE DATA TABLELOT 1 PROPOSED USESURROUNDING LAND USE & ZONING:LOT 2 PROPOSED USEPLANNED DEVELOPMENT CONDITIONS: R 5 4 'SS110'-0"30'-0"30'-0"12'-8"339'-5"125'-11"24'-0"30'-10"16'-10"13'-0"FIRELANECONCRETE DRIVEWAYALL PARKING SPACESON OPEN-JOINTPRECAST CONCRETEPERMEABLE DECK ONBEAMS AND PIERSTREE GRATING12 (9' x 19') PARKING SPACESTOP ELEVATION +530.51STAIRS TOUPPER LEVEL498.90497.9499.25EROSION HAZARD SETBACK LINE APPROXIMATE LOCATIONDETERMINED USING FIGURE 13-9-1 (A) AS SHOWN IN CITY ORDINANCE SECTION 13-9-1,SUB-SECTION G, PARAGRAPH 20.R20'-0" R2 0 ' - 0 " R2 0 ' - 0 "R20'-0"R4'-0"FIRELANESTRIPE10' SIDEWALK ESMT.DOC. NO. 201000242697R.P.R.D.C.T.10' GENERAL TELEPHONECOMPANY ESMT.VOL. 71012, PG. 1666 D.R.D.C.T.25' SANITARY SEWERESMT.VOL. 96101, PG. 4055D.R.D.C.T.2' x 13' DRAINAGE ESMTVOL. 88042, PG. 1303D.R.D.C.T.EX. CURB INLETGRLOT 13, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T.LOT 14, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T.NPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEGRPROPERTY LINEPROPERTY LINE(A VARIABLE WIDTH R.O.W.) CONCRETE PAVEMENTCREEKEXISTING CONCRETE SIDEWALKGRPROPERTY LINE0 10 2030 4060 ftSOUTH DENTON TAP ROADAPPROXIMATE LIMITS OF100 YEAR FLOODPLAIN INACCORDANCE WITHF.I.R.M. MAP, DATED07-07-2014, COMMUNITYPANEL NO. 481130155 KAPPROXIMATE LIMITS OF100 YEAR FLOODPLAIN INACCORDANCE WITHF.I.R.M. MAP, DATED07-07-2014, COMMUNITYPANEL NO. 481130155 KZONE "AE"ZONE "X" ZONE "X" (0.2%)ZONE "AE"ZONE "AE"ZONE "X"20'-0"30'-0"24'-0"234567891011BUILDINGSETBACK12496.92,990 sq ft OFFICE (115' x 26'), 16' FFL ABOVE GRADE,14' FIRE TRUCK OVERHEAD CLEARANCE (LCE 512.1)20' B.L.30' B.L.20' B.L.30' B.L.LOT 2, BLOCK A 28,937 SQ. FT OR 0.66 ACRES24' POLE LED LIGHTCANOPY LEDFLOODLIGHT142'-9"DRIVEWAY DISTANCEDRIVEWAY DISTANCEPROPOSEDELDARICA PINE30' B.L. 30' B.L.496.32R30'R30'498.16RISER ROOM13'- 6" x 8'496.8NEW FIREHYDRANTHYD 496.8R4'-0"FDCEXISTING MEDIAN20'-0"NEW REINFORCEDCONCRETE PAVEMENTDEDICATED LEFT TURNLANE PER CITY STD.2025RELOCATEDINLET62'-6"10'-6"Irving, TX 75039 400 E. Royal Lane, Suite 208designstudioFOREST CREEK DEVELOPMENTOWNERSPLANNING &PROPERTY LOCATIONARCHITECTURALCONSULTANTSDESIGNFOREST CREEK ADDITIONLot 2, Block A COMMERCIALSITE PLANSITE DATA TABLELOT 1 PROPOSED USESURROUNDING LAND USE & ZONING:LOT 2 PROPOSED USEPLANNED DEVELOPMENT CONDITIONS: ELEVATIONS 0 20 40 60 80 100 ft 0 10 20 30 40 50 ft S DENTON TAP RD ELEVATION LOT 1 SF-12 S DENTON TAP RD ELEVATION LOTS 1 & 2 27’-6” 20’-6” 29’-0” 22’-0” 16’-0” 8’-0” 12’-0” 0’-0” Standing seam metal roof Limestone cream color Austin“Butterstick” blockTerracota rainscreen charcoal color LIMESTONE + BUTTERSTICK BLOCK + TERRACOTA RAINSCREEN = 100% OF BUILDING FACADE LOTS 1 & 2 ELEVATIONS 0 20 40 60 80 100 ft WEST ELEVATION LOT 1 SF-12 WEST ELEVATION LOTS 1 & 2 27’-6” 22’-6” 29’-0” 16’-0” 10’-6”12’-0” 26’-0” 0 10 20 30 40 50 ft Standing seam metal roof Limestone cream color PV panels over green terrace Iron guardrail Terracota rainscreen charcoal color Pressure treated wood lattice LIMESTONE + BUTTERSTICK BLOCK + TERRACOTA RAINSCREEN = 100% OF BUILDING FACADE Austin“Butterstick” block ELEVATIONS SOUTH ELEVATION LOT 1 SF-12 NORTH ELEVATION LOT 1 SF-120 10 20 30 40 50 ft 27’-6” 20’-6” 29’-0” 22’-0” 12’-0” 0’-0” 8’-0” 26’-0” 29’-0” 16’-0” 11’-0” 0’-0” 0 10 20 30 40 50 ft 19’-6” -2’-0” ELEVATIONS 0 20 40 60 80 100 ft S DENTON TAP RD ELEVATION LOT 2 COMMERCIAL S DENTON TAP RD ELEVATION LOTS 1 & 2 0 10 20 30 40 50 ft 34’-0” 14’-6” 26’-6” 0’-0” Limestone cream color Iron guardrailTerracota rainscreen charcoal color LIMESTONE + TERRACOTA RAINSCREEN = 100% OF BUILDING FACADE ELEVATIONS WEST ELEVATION LOT 2 COMMERCIAL WEST ELEVATION LOTS 1 & 2 0 10 20 30 40 50 ft 0 20 40 60 80 100 ft 34’-0” 14’-6” 26’-6” 0’-0” Standing seam metal roof Limestone cream color Iron guardrail Terracota rainscreen charcoal color Masonry retaining wall LIMESTONE + TERRACOTA RAINSCREEN = 100% OF BUILDING FACADE ELEVATIONS SOUTH ELEVATION LOT 2 COMMERCIAL NORTH ELEVATION LOT 2 COMMERCIAL0 10 20 30 ft 0 10 20 30 ft 34’-0” 14’-6” 26’-6” 0’-0” 34’-0” 14’-6” 26’-6” ELEVATIONS Standing seam metal roof Matte grey, baked-on lusterless finish Iron fence Limestone cream color Salado/Georgetown/ Florence quarries. Smooth sawn face, honed Austin “Butterstick” block 2’ x 2’ x 5’ Salado/Georgetown/ Florence quarries. Engineered foundation Wood slat sliding and swing gatesArchitectural Terracota Rainscreen charcoal color NBK, Moeding, Boston Valley Terracota or similar SF-1 and COMMERCIAL - PROPOSED ARCHITECTURAL MATERIAL PALETTE ARCHITECTURAL PALETTE 475475475476477478479480480480480485485485486486487487488488489489490490491491492492493493494494495495495 4964964 9 6 4974984 9 8 49 9 SS4 9 7 497.00496.00493.0010194 9.3"10192 18.5"10193 9"10196 6.8" 6.7"10197 26.1"10153 26.1"10199 24"10158 21"10160 24"10157 10.5"10159 9.7"10163 24.3"10162 9.7"10161 26.3"101647.3"1016512"101507.2"1015514.1"1015420.5"101526.5"101517"102007.3"101989"1015610195 6"10179101811018210183101801018410185101861018810189101901018710191 8.3" 6.5"12"7" 8.3" 6.1" 6.6" 6.9" 13.8" 6.7"6.4" 6.5"6.4"APPROXIMATE LIMITS OF100 YEAR FLOODPLAIN INACCORDANCE WITHF.I.R.M. MAP, DATED07-07-2014, COMMUNITYPANEL NO. 481130155 KAPPROXIMATE LIMITS OF100 YEAR FLOODPLAIN INACCORDANCE WITHF.I.R.M. MAP, DATED07-07-2014, COMMUNITYPANEL NO. 481130155 KZONE "AE"ZONE "X" ZONE "X" (0.2%)ZONE "AE"ZONE "AE"ZONE "X"VI S I B I L I T Y T R I A N G L E VISIBILITY TRIANGLEVISIBILITY TRIANGLEVISIBILITY TRIANGLEEXISTING GUARDRAILEXISTING GUARDRAILEXISTING GUARDRAIL497.00498.00499.00BUILDING PROJECTION10' LANDSCAPE BUFFERPROPERTY L INE 15' LANDSCAPE BUFFERPROPERTY LINE10' LANDSCAPE BUFFERPROPERTY LINE PROPERTY LINE 10' LANDSCAPE BUFFER RETAINING WALL IN ADJACENT LOTEXISTING SIDEWALKEXISTING SIDEWALKEXISTING TREES,REFER TO TREE SURVEY30' BUILDING LINE(33) LIRIOPE MUSCARILIRIOPE1 GAL @ 18" O.C.(3) LAGERSTROEMIA INDICAZUNI CREPE MYRTLE7' MIN H. @ 9' O.C.(24) ABELIA GRANDIFLORA 'EDWARD GOUCHER'GLOSSY ABELIA7 GAL @ 42" O.C.(15) ILEX VOMITORIA'NANA'DWARF YAUPON HOLLY3 GAL @ 36" O.C.CALYPTOCARPUSVIALISHORSEHERBGROUNDCOVER(15) ILEX VOMITORIA 'NANA'DWARF YAUPON HOLLY3 GAL @ 36" O.C.CALYPTOCARPUSVIALIS HORSEHERBGROUNDCOVER(4) PINUS ELDARICAAFGHAN PINE4" MIN. CAL.,7' MIN H. @ 18' O.C.CYNODONDACTYLONBERMUDA GRASSSOLID SODCYNODONDACTYLONBERMUDA GRASSSOLID SOD(19) SYMPHORICARPOSORBICULATUSCORALBERRY5 GAL @ 60" O.C.BLACK BASALTGRAVEL 3" DEPTHWEED BARRIERFABRIC(3) LAGERSTROEMIAINDICAZUNI CREPE MYRTLE7' MIN H. @ 9' O.C.CYNODONDACTYLONBERMUDA GRASSSOLID SOD(3) LAGERSTROEMIA INDICAZUNI CREPE MYRTLE7' MIN H. @ 9' O.C.(5) SYMPHORICARPOSORBICULATUSCORALBERRY5 GAL @ 60" O.C.TREE TO BEREMOVEDTREE TOREMAINREFER TOTREE SURVEY25'-0"SANITARYSEWEREASEMENT10'-0"GENERAL TELEPHONECOMPANY ANDUTILITY EASEMENT10'-0"SIDEWALK EASEMENTEXISTING SIDEWALK20' BU ILD ING L INELOT 2, BLOCK A 28,937 SQ. FT OR 0.66 ACRES30' B.L. 30' B.L.COMMERCIAL DRIVEWAYDECORATIVE PAVING494.00495.00HYDEN H A N C E D P A V I N G COMMERCIAL DRIVEWAYDECORATIVE PAVING498.00487488489491492493494495490IRRIGATION1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE AN UNDERGROUND AUTOMATIC IRRIGATIONSYSTEM DESIGNED AND INSTALLED ACCORDING TO TCEQ LAWS AND REGULATIONS, WITH AFREEZE/RAIN SENSOR. SYSTEM SHALL ALSO HAVE AN ET WEATHER BASED CONTROLLERAND BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATOR.MAINTENANCE REQUIREMENTS:1.VEGETATION SHOULD BE INSPECTED REGULARLY TO ENSURE THAT PLANT MATERIAL ISESTABLISHING PROPERLY AND REMAINS IN A HEALTHY GROWING CONDITION APPROPRIATEFOR THE SEASON. IF DAMAGED OR REMOVED, PLANTS MUST BE REPLACED BY A SIMILARVARIETY AND SIZE.2.MOWING, TRIMMING, EDGING AND SUPERVISION OF WATER APPLICATIONS SHALL BE THERESPONSIBILITY OF THE CONTRACTOR UNTIL THE OWNER OR OWNER'S REPRESENTATIVEACCEPTS AND ASSUMES REGULAR MAINTENANCE.3.ALL LANDSCAPE AREAS SHOULD BE CLEANED AND KEPT FREE OF TRASH, DEBRIS, WEEDSAND OTHER MATERIAL.MISCELLANEOUS MATERIALS:1.STEEL EDGING SHALL BE 3/16" x 4 x 16' DARK GREEN DURAEDGE STEEL LANDSCAPE EDGINGUNLESS NOTED OTHERWISE ON PLANS/DETAILS.2.BLACK BASALT ROCK SHALL BE INSTALLED COMPACTED TO A 3" DEPTH OVER WEEDBARRIER FABRIC. ROCK SIZE SHALL BE BETWEEN 1" AND 2".PRUNING AND TRIMMING NOTES1.CONTRACTOR SHALL PRUNE ALL EXISTING TREES ON-SITE USING STANDARD GUIDELINES INTHE INDUSTRY.2.ALL TREES SHALL BE TRIMMED SO THAT NATURAL SHAPES OF THE PLANTS ARE RETAINED.3.DO NOT 'TOP' OR 'HEAD' TREES.4.IF BALLING OR SHEARING OF TREES HAS OCCURRED IN THE PAST. DISCONTINUE THISPRACTICE AND ALLOW PLANTS TO GROW INTO NATURAL SHAPE.5.REMOVE SUCKERS, DEAD, DYING, DISEASED, BROKEN AND I OR WEAK BRANCHES FROM ALLTREES ALONG THE MAIN TRUNK STRUCTURE AND WITHIN THE BRANCHING AREA.6.CONTRACTOR SHALL PRUNE EXISTING DECIDUOUS HARDWOOD BY REMOVING LOWER LIMBSTO RAISE THE CANOPY. THE BOTTOM OF THE CANOPY SHALL BE RAISED TO 12'-0" ABOVEGRADE FOR DECIDUOUS HARDWOOD TREES, WHEN POSSIBLE. THE INTEGRITY OF THECANOPY AND STRUCTURE OF THE TREE SHALL BE MAINTAINED. DO NOT CUT OR PRUNECENTRAL LEADERS.7.CONTRACTOR SHALL THIN THE CANOPY BY ONE-FOURTH. PRUNE TREE TO EVENLY SPACEBRANCHES WITHIN THE CANOPY WHENEVER POSSIBLE REMOVE THOSE LIMBS THAT CROSSOTHERS, DOUBLE LEADERS AND THOSE THAT EXCESSIVELY EXTEND BEYOND THE NATURALCROWN OF THE TREE.8.CONTRACTOR SHALL PROVIDE DEEP ROOT FEEDING AND INVIGORATION OF EXISTING TREES.THIS SHALL BE ORGANIC BASED NUTRIENTS BASED FOR ROOT GROWTH AND LEAF GROWTHSTIMULATION.9.CONTRACTOR SHALL BE REQUIRED TO CHIP ALL REMOVED BRANCHES, LEAFS, ETC.TREE PLANTING1.TREE PLANTING HOLES S HALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THEWIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESSTWO INCHES.2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OFTHE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATIONOF THE HOLE.3.FOR CONTAINER TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHERROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES ANDBOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT.DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL.4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL ISTWO TO THREE INCHES ABOVE THE SURROUNDING GRADE.5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGERTHAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THEBACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, IMPORTADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER.6.THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BELEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN,THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD ITBECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES:a.- 30 GAL TREESTWO STAKES PER TREEb.- 45 - 100 THREE STAKES PER TREEc.- MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, POSITIONED ASNEEDED TO STABILZE THE TREE7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THETREE. COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH ANDTOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS).SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING1.DIG THE PLANTING HOL ES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'SROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOILAMENDED PER SOIL TEST RECOMMENDATIONS.2.INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLESTO KEEP THE WEED BARRIER CLOTH IN PLACE.3.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALLPLANTING BEDS, COVERING THE ENTIRE PLANTING AREA.SODDING1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.2.LAY SOD WITHIN 24 HRS FROM THE TIME OF STRIPPING. DO NOT LAY IF GROUND IS FROZEN.3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDESOF SOD STRIPS- DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENTCOURSES.4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOILUNDERNEATH.5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TOOBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD.LANDSCAPE NOTES1.CONTRACTOR TO VERIFY AND LOCATE ALL PROPOSED AND EXISTING ELEMENTS. NOTIFYLANDSCAPE ARCHITECT OR DESIGNATED REPRESENTATIVE FOR ANY LAYOUTDISCREPANCIES OR ANY CONDITION THAT WOULD PROHIBIT THE INSTALLATION AS SHOWN.SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS2 CONTRACTOR SHALL CALL 811 TO VERIFY AND LOCATE ALL ABOVE GROUND ANDUNDERGROUND UTILITIES ON SITE PRIOR TO COMMENCING WORK. LANDSCAPE ARCHITECTSHOULD BE NOTIFIED OF ANY CONFLICTS. CONTRACTOR TO EXERCISE EXTREME CAUTIONWHEN WORKING NEAR UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLEFOR ANY DAMAGE AND SUBSEQUENT REPAIR TO ANY EXISTING 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 AREASAND 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 SHALLBE INSTALLED ADJACENT TO BUILDINGS, WALKS OR CURBS. EDGING NOT TO BE MORE THANI/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 SHOULDBE AS INDICATED ON PLANS OR OTHERWISE NOTED. ALL TREES AND SHRUBS SHALL BEPLANTED PER DETAILS.10.CONTAINER GROWN PLANT MATERIAL IS PREFERRED HOWEVER BALL AND BURLAP PLANTMATERIAL CAN BE SUBSTITUTED IF NEED BE AND IS APPROPRIATE TO THE SIZE AND QUALITYINDICATED ON THE PLANT MATERIAL LIST.11.TREES SHALL BE PLANTED AT A MINIMUM OF 4' FROM ANY UTILITY LINE, SIDEWALK OR CURB.TREES SHALL ALSO BE I0'' CLEAR FROM FIRE HYDRANTS.12.4" OF SHREDDED HARDWOOD MULCH (2" SETILED THICKNESS) SHALL BE PLACED OVER WEEDBARRIER 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 SHALLBE MIRAFI 1405 WEED BARRIER OR APPROVED EQUAL.14.CONTRACTOR TO PROVIDE UNIT PRICING OF LANDSCAPE MATERIALS AND BE RESPONSIBLEFOR OBTAINING ALL LANDSCAPE AND IRRIGATION PERMITSGENERAL PLANTING1.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENTHERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE.2.TRENCHING NEAR EXISTING TREES:a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THECRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CAREAND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES.b. EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS.c. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TOAIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS.LANDSCAPE DATA TABLETOTAL SITE AREA DEVOTED TO LANDSCAPINGTotal Site Area:28,938 sq.ft.Building Footprint (over Landscaped and Parking Area): 3,276 sq.ft.Lot Coverage:10,346 sq.ft. Parking Area: 8,231 sq.ft.Area not covered by buildings:25,662 sq.ft. (88.6% = 28,938 - 3,276)Landscape Area (excl. green area under building and sidewalk):18,592 sq.ft. (64.7% = 28,938 - 10,346)LANDSCAPE REQUIREMENT FOR OFF-STREET PARKINGAND VEHICULAR USE AREASINTERIOR LANDSCAPE REQUIREMENTS1.10% of Interior Zone Area devoted to living landscaping.2.One tree for every 400 sq.ft. of interior landscape area.3.One planting island with a tree for every 8.33 parking spaces (12%). REQUIREDPROPOSED Living landscaping >10% of Interior Zone Area Interior Zone Area = Lot area - Landscape buffer area 19,063 sq.ft. x 0.10 = 1,906 sq.ft.12,188 sq.ft. 1 tree / 400 sq.ft. of 1,906 sq.ft = 5 trees5 out of 16 protected trees and 1 unprotectedtree, many existing trees less than 6" caliper.One planting island with a tree for every 8.33 parking 5 open parking spaces (7 covered), all onpermeable open-joint precast concrete deck surrounded on 3 sides by 24 protected trees. One planting island (9' x 19',surrounding 1 protected tree.PERIMETER LANDSCAPE REQUIREMENTS1.Perimeter Landscape: One tree for every 50 linear feet.2.Screen h=30" along perimeter REQUIRED PROPOSEDDenton Tap Rd: 339' - 60' (2 driveways)= 279' = 6 trees4 trees and 2 groups of three accent trees.South: 57' = 2 trees1 tree and 1 group of three accent trees.West: 380' = 8 trees8 trees (7 protected and 1 unprotected).North: 89' = 2 trees2 existing trees.Total Perimeter Landscape Area: 9,875 sq.ft.9,875 sq.ft.Evergreen shrubs h=30" outside floodplain.LANDSCAPE REQUIREMENT FOR NON-VEHICULAR OPEN SPACENon-vehicular open space: 20,707 sq.ft. (71.5% of site)REQUIREDPROPOSED Non-vehicular open space > 50% of site:6 out of 23 protected and 2 unprotected trees,1 tree / 4,000 sq.ft. = 6 treesmany existing less than 6" caliper. Feature Landscaping 15% of lot not covered by building: 25,662 x 0.15 = 3,8503,878 sq.ft. provided. 50% min. of 15% in front yard: 3,850 x 0.50 = 1,925 min.YesAll open ground within 20' of building or paving must Yeshave landscaping.LANDSCAPE REQUIREMENT FOR LOTS TWO ACRES IN SIZE OR LESSREQUIREDPROPOSEDLandscape Area: max. 30% of site = 8,682 sq.ft.18,592 sq.ft. Enhanced Paving: max 5% of 8,682 = 434 sq.ft.663 sq.ft. (commercial driveway decorative paving x 2, enhanced paving sidewalk) PLANT SCHEDULETYPE QTY SIZESPACINGTREESPINUS ELDARICA 44" MIN. CAL., 7' MIN H. 18' O.C.AFGHAN PINEACCENT TREESLAGERSTROEMIA INDICA ZUNI 97' MIN H. 9' O.C.CREPE MYRTLESHRUBSABELIA GRANDIFLORA247 GAL 42" O.C.'EDWARD GOUCHER'GLOSSY ABELIAILEX VOMITORIA 'NANA'303 GAL36" O.C.DWARF YAUPON HOLLYSYMPHORICARPOS ORBICULATUS 24 5 GAL 60" O.C.CORALBERRYGROUND COVERCALYPTOCARPUS VIALIS1 GAL12" O.C.HORSEHERBLIRIOPE MUSCARI331 GAL18" O.C.LIRIOPEGRASSESCYNODON DACTYLONSOLID ROLLED TIGHT, SAND FILLED JOINTSBERMUDA GRASSSOD 100% WEED, PEST, DISEASE FREENSOUTH DENTON TAP ROAD0 10 2030 4060 ftIrving, TX 75039 400 E. Royal Lane, Suite 208designstudioFOREST CREEK DEVELOPMENTOWNERSPLANNING &PROPERTY LOCATIONARCHITECTURALCONSULTANTSDESIGNFOREST CREEK ADDITIONLot 2, Block A COMMERCIALLANDSCAPE PLAN ELEVATIONS Crepe Myrtle (Lagerstroemia indica) Blue Fescue (Festuca ovina glauca)Pampas Grass (Cortaderia selloana)Feather Reed Grass (Calamagrostis “Karl Foerster”)Havard's Century Plant (Agave Havardiana)Texas Sage (Leucophyllum frutescens) Afghan Pine (Pinus Eldarica) Crossvine (Anisostichus) Glossy Abelia (Abelia Grandiflora)Dwarf Yaupon Holly (Ilex Vomitoria ‘Nana’)Coralberry (Symphoricarpos Orbiculatus) LANDSCAPE PALETTE Horseherb (Calyptocarpus vialis)Mondo Grass (Ophiopogon japonicus)Liriope (Liriope Muscari)Bermuda Grass (Cynodon Dactylon) LOT 2 COMMERCIAL - PROPOSED PLANT MATERIAL PALETTE TREE ACCENT TREE SHRUBS GRASSGROUND COVERS LOT 1 SF-12 - ADDITIONAL PLANT MATERIAL FOREST CREEK DEVELOPMENT FOREST CREEK ADDITION ITEM # 11 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Forest Creek Addition, Lots 1 & 2, Block A, Minor Plat P&Z HEARING DATE: August 17, 2023 STAFF REP.: Mary Paron-Boswell, Sr. Planner LOCATION: West side of S. Denton Tap between W. Bethel School Rd. and W. Bethel Rd. SIZE OF AREA: 2.05 acres of property CURRENT ZONING: PD-309-SF-12 & C (Planned Development- 309- Single-Family 9 & Commercial) REQUEST: A Minor Plat to create two lots. APPLICANT: Owner: Surveyor: Eliana & Jose Fernando Teruya Larry Turman 1056 Village Parkway Centro Resources, LLC Coppell, TX 75019 1410 Fall Creek Highway (469) 939-2586 Granbury, TX 76049 fteruya@fernando-teruya.com (817) 219-5103 larryturman@yahoo.com HISTORY: This two-acre property is undeveloped. HISTORIC COMMENT: This property does not have any historic significance. TRANSPORTATION: Denton Tap is a six-lane divided road in a 110’ ROW SURROUNDING LAND USE & ZONING: North: Commercial (C) South: Alexander Court - Residential (PD-220R-SF-12)) East: Commercial (C) across the street West: Grand Cove Estates - Residential (SF-12) ITEM # 11 Page 2 of 2 COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this land as appropriate for Residential Neighborhood use. DISCUSSION: This is a companion request to the PD development for a residential lot and a commercial lot for an office building. The owners of the property wish to construct their home on the southern lot and build and office for their architectural firm on the northern lot. This lot has many challenges and limited area for development. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of Forest Creek Addition, Lots 1 and 2, Block A, Minor Plat, subject to the following conditions: 1. There may be additional comments during detailed engineering plan review. 2. Tree mitigation fees shall be paid at time of tree removal permit. 3. The plat cannot be filed prior to zoning being approved. 4. Park fees are required for the residential lot. 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. Plat SSSHYDN89°20'30"E 89.21'S00°39'30"E 537.87'S04°53'27"W100.47'S00°39'30"E 193.94'N49°27'47"W 201.20'N40°12'41"W 38.40'N35°46'10"E 71.55'N31°53 '00 "W 102 .37 'N54°33'15"E 49.69'N30°59'04"E16.61'N14°03'01"E 43.36'N49°09'52"E 58.44'N26°58'00"E 71.25'N12°41'44"W 157.40'N25°01'40 "W 75 .34 'N56°13'55"E 61.20'N25°37'40 "W35.63 'N04°41'18"W 51.15'MCABLEMARKER LOT 1, BLOCK A 60,395 SQ. FT OR 1.39 ACRESSOUTH DENTON TAP ROAD(A VARIABLE WIDTH R.O.W.)CONCRETE PAVEMENTINLETINLET LOT 22, BLOCK AALEXANDER COURT ADDITIONDOC. NO. 20080199412P.R.D.C.T. LOT 21, BLOCK AALEXANDER COURT ADDITIONDOC. NO. 20080199412P.R.D.C.T. LOT 20, BLOCK AALEXANDER COURT ADDITIONDOC. NO. 20080199412P.R.D.C.T. LOT 19, BLOCK AALEXANDER COURT ADDITIONDOC. NO. 20080199412P.R.D.C.T. LOT 11, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T. LOT 12, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T. LOT 13, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T. LOT 14, BLOCK AGRAND COVE ESTATESVOL. 94190, PG. 4358M.R.D.C.T. LOT 4, BLOCK ATHE BURCH ADDITIONVOL. 95166, PG. 239M.R.D.C.T.1/2" IRFSTAMPED"RPLS 3047"1/2" IRFSTAMPED"RPLS 3047"1/2" IRFSTAMPED"RPLS 3047"1/2" IRFSTAMPED"RPLS 3047"P.O.B.CONC.PAD10' GENERAL TELEPHONECOMPANY ESMT.VOL. 71012, PG. 1666D.R.D.C.T.25' SANITARYVOL. 96101, PG. 4055SEWER ESMT.D.R.D.C.T.10' UTILITY ESMTVOL. 88042, PG. 1296D.R.D.C.T.2' X 13' DRAINAGE ESMTVOL. 88042, PG. 1303D.R.D.C.T.2' X 13' DRAINAGE ESMTVOL. 88042, PG. 1303D.R.D.C.T.10' SIDEWALK ESMT.DOC. NO. 201000242697R.P.R.D.C.T.10' GENERAL TELEPHONECOMPANY ESMT.VOL. 71012, PG. 1666D.R.D.C.T.APPROXIMATE LIMITS OF 100 YEARFLOODPLAIN IN ACCORDANCE WITH F.I.R.M. MAP,DATED 07-07-2014, COMMUNITY PANELNO. 481130155 KZONE "AE"ZONE "X"CONC. BASECOPPELL SIGNREMOVEDS 89°20'30" W 57.93'1/2" CIRSSTAMPED"RPLS 1740"JOSE FERNANDO TERUYAAND ELIANA TERUYAINSTRUMENT NO. 202200038918R.P.R.D.C.T.LOT 2, BLOCK A 28,937 SQ. FT OR 0.66 ACRESCENTERLINE OF ROAD50.0' 60.0'GRAPEVINE CREEKCL G R A P E V I N E C R E E KCL MIN FF 496.5MIN FF 493.524' FIRE LANEEROSION HAZARD SETBACK LINE APPROXIMATELOCATION DETERMINED USING FIGURE 13-9-1 (A)AS SHOWN IN CITY ORDINANCE SECTION 13-9-1,SUB-SECTION G, PARAGRAPH 20.EROSION HAZARD SETBACK LINE APPROXIMATE LOCATIONDETERMINED USING FIGURE 13-9-1 (A) AS SHOWN IN CITYORDINANCE SECTION 13-9-1, SUB-SECTION G, PARAGRAPH 20.30' BUILDING LINE25' BUILDING LINEL2L3 L4C1C2C4L5C5L6C6C7C8C10L7L1APPROXIMATE LIMITS OF 100 YEAR FLOODPLAININ ACCORDANCE WITH F.I.R.M. MAP, DATED07-07-2014, COMMUNITY PANEL NO. 481130155 KZONE X (0.2%)0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHLESS THAN ONE FOOT OR WITH DRAINAGE AREASOF LESS THAN ONE SQUARE MILEAPPROXIMATE LIMITS OF100 YEAR FLOODPLAIN INACCORDANCE WITH F.I.R.M. MAP,DATED 07-07-2014, COMMUNITYPANEL NO. 481130155 KAPPROXIMATE LIMITS OF 100 YEARFLOODPLAIN IN ACCORDANCE WITH F.I.R.M.MAP, DATED 07-07-2014, COMMUNITY PANELNO. 481130155 KAPPROXIMATE LIMITS OF 100 YEARFLOODPLAIN IN ACCORDANCE WITHF.I.R.M. MAP, DATED 07-07-2014,COMMUNITY PANEL NO. 481130155 KZONE "AE"ZONE "X" Z O N E " A E " Z O N E " X "ZONE "AE"ZONE "X"ZONE "AE"ZONE "X"ZONE "AE"ZONE "X"ZONE "AE"ZONE "X"ZONE "X" (0.2%)ZONE "AE"ZONE "X" (0.2%)ZONE "AE"Appr o x i m a t e B a s e F l o o d Elev a t i o n 4 8 7 REGULATORY F L O O DW A Y 30' BUILDING LINEL4C925' BUILDING LINECOMMERCIALSF-12PD-220R-SF-12SF-12SF-12SF-12SF-12COMMERCIAL6.12'24.00'150.04'40.17'73.66'38.42'36.92'7.25'10.25'44.11'3.45'6.71'17.04'17.04'6.71'3.36'PD-220R-SF-12PD-220R-SF-12PD-220R-SF-12EXISTING SIDEWALKC313.17'This is to certify that I have, this date, made an on the ground survey of the property located at the 699 S. Denton Tap Roadin the City of Coppell, Texas described as follows:State of Texas ~County of Dallas ~Legal Description -Being a 2.05 acre tract of land situated in the Edward A. Crow Survey, Abstract No. 301 in the City of Coppell, Dallas County,Texas, and being all of that certain tract of land conveyed to Jose Fernando Teruya and Eliana Teruya by Special WarrantyDeed as recorded in Document No. 202200038918, Official Public Records, Dallas County, Texas, and being moreparticularly described as follows:BEGINNING at a 1/2 inch iron rod found for corner with cap stamped "RPLS 3047" at the southeast corner of said 2.05 acretract of land being described, said point being the southeast corner of Lot 4, Block A, The Burch Addition, an addition to theCity of Coppell, according to the plat thereof recorded in Volume 95166, Page 239, Map Records, Dallas County, Texas,same point being in the west line of S. Denton Tap Road (a variable width Right-of-Way) ;THENCE South 00 degrees 39 minutes 30 seconds East, along west line of said S. Denton Tap Road, a distance of 537.87feet to a 1/2 inch iron rod found for corner with cap stamped "RPLS 3047";THENCE South 04 degrees 53 minutes 27 seconds West, continuing along west line of said S. Denton Tap Road, a distanceof 100.47 feet to a 1/2 inch iron rod found for corner with cap stamped "RPLS 3047";THENCE South 00 degrees 39 minutes 30 seconds East, continuing along west line of said S. Denton Tap Road, a distanceof 193.94 feet to a point for corner, said point being the southeast corner of said 2.05 acre tract of land being described,same point being the north corner of said Lot 22, Block A, Alexander Court Addition, an addition to the City of Coppell,according to the plat thereof recorded in Document No. 20080199412, Official Public Records, Dallas County, Texas;THENCE North 49 degrees 27 minutes 47 seconds West, departing the west line of said S. Denton Tap Road, and along thecommon line of said 2.05 acre tract of land being described and said Alexander Court Addition, a distance of 201.20 feet to apoint for corner;THENCE North 40 degrees 12 minutes 41 seconds West, continuing along the common line of said 2.05 acre tract of landbeing described and said Alexander Court Addition, a distance of 38.40 feet to a point for corner, said point being thesouthwest corner of said 2.05 acre tract of land being described, same point being the south corner of Lot 11, Block A, GrandCove Estates, an addition to the City of Coppell, according to the plat thereof recorded in Volume 94190, Page 4358, MapRecords, Dallas County, Texas;THENCE North 35 degrees 46 minutes 10 seconds East, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 71.55 feet to a point for corner;THENCE North 31 degrees 53 minutes 00 seconds West, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 102.37 feet to a point for corner;THENCE North 54 degrees 33 minutes 15 seconds East, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 49.69 feet to a point for corner;THENCE North 30 degrees 59 minutes 04 seconds East, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 16.61 feet to a point for corner;THENCE North 14 degrees 03 minutes 01 seconds East, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 43.36 feet to a point for corner;THENCE North 49 degrees 09 minutes 52 seconds East, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 58.44 feet to a point for corner;THENCE North 26 degrees 58 minutes 00 seconds East, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 71.25 feet to a point for corner;SURVEYOR'S CERTIFICATIONKnow all men by these presents: That I, Larry Turman, a Registered Professional Land Surveyor, do hereby certify that Ihave prepared this plat from an actual on the ground survey of the land; and the monuments shown hereon were found and/orplaced under my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas.TELEPHONE MANHOLETRAFFIC SIGNAL POLETRAFFIC SIGNAL BOXSWB MAN HOLEGAS MAN HOLEVAULTED -X-MPTHGVGAS METERGAS VALVETELEPHONE PEDESTALPOWER POLEDOWN GUYS.S. MAN HOLECLEAN OUTSIGNLIGHT POLESCFIRE HYDRANTWATER METERFUEL PORTWATER VALVETRANSFORMER PADELECTRIC METERSTORM DRAIN MAN HOLETYPICAL FENCECONCRETEHYDFDATE:JOB NO.:SCALE:DRAWN BY:1" = 30'1.REVISIONNO.DATE3060 ft0Scale 1" = 30'15MONITORING WELLW-OHE-OVER HEAD ELECTRICNOTES:1. Basis of Bearing - The Basis of Bearing of this survey is S00°39'30"E, as shown hereon, based on the eastline of Alexander Court Addition, an addition to the City of Coppell, according to the plat thereof recorded inDocument No. 20080199412, Real Property Records, Dallas County, Texas.2. All Floodplain lines depicted on the survey are approximate locations and were derived from FEMA maps.3. This plat does not alter or remove deed restrictions or covenants, if any on this property.4. Building setbacks are per City of Coppell, Texas Zoning Regulations:LOT 1SF-12(Sec. 12-11-3)Front yard: 30 feet.Side yard: Ten percent of the lot width, but in no case shall the side yard be less than eight feet. Aside yard adjacent to a street shall not be less than 15 feet. Allowable non-residential uses 25 feet.Rear yard: 20 feet.LOT 2COMMERCIAL(Sec. 12-23-3)Front yard: 30 feet, with no front yard parking. If front yard parking is utilized, then the 60 feet frontyard setback shall be observed.Side yard: (Adjacent to a street or property line): 30 feet.Rear yard: Minimum required, 20 feet.5. The purpose of this plat is to create two legally platted lots to conform to the Subdivision Ordinances setforth by the City of Coppell, Texas.6. Selling a portion of this by metes and bounds is a violation of county regulations and state law and is subjectto fines or other penalties.FLOOD CERTIFICATEAs determined by the FLOOD INSURANCE RATE MAPS for Denton County, Texas, the subject property Does lie within aSpecial Flood Hazard Area (100 Year Flood), Map date 07-07-2014, Community Panel No. 481130155 K subject lot islocated in Zone "X" and "AE".If this site is not within an identified flood hazard area, this Flood Statement does not imply that the property and/orstructures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and floodheights may be increased by man-made or natural causes. This Flood Statement shall not create liability on the part of theSurveyor.THENCE North 12 degrees 41 minutes 44 seconds West, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 157.40 feet to a point for corner;THENCE North 25 degrees 01 minutes 40 seconds West, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 75.34 feet to a point for corner;THENCE North 56 degrees 13 minutes 55 seconds East, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 61.20 feet to a point for corner;THENCE North 25 degrees 37 minutes 40 seconds West, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 35.63 feet to a point for corner;THENCE North 04 degrees 41 minutes 18 seconds West, continuing along the common line of said 2.05 acre tract of landbeing described and said Grand Cove Estates, a distance of 51.15 feet to a point for corner, said point being the northwestcorner of said 2.05 acre tract of land being described, same point being the most southerly southwest corner of said Lot 4,Block A, The Burch Addition;THENCE North 89 degrees 20 minutes 30 seconds East along the common line of said 2.05 acre tract of land being describedand Lot 4, Block A, The Burch Addition, a distance of 89.21 feet to the POINT of BEGINNING and containing 89,332 squarefeet or 2.05 acres of computed land. Larry TurmanRegistered Professional Land Surveyor No. 1740TBPS No. 101938881410 FALL CREEK HIGHWAYGRANBURY, TX 76049APRIL 4, 202311-114-MPZ.M.(817) 219-5103MINOR PLATFOREST CREEK AdditionLOTS 1 & 2, BLOCK ABEING A 2.05 ACRE SUBDIVISION OUT OF THE EDWARD A. CROW SURVEY, ABSTRACTNO. 301, DALLAS COUNTY, TEXAS, ALL OF A CALLED 2.05 ACRE TRACT DESCRIBED INA DEED TO JOSE FERNANDO TERUYA AND ELIANA TERUYA AS RECORDED INDOCUMENT NO. 202200038918, REAL PROPERTY RECORDS, DALLAS COUNTY, TEXAS.OWNERS CERTIFICATIONTHAT JOSE FERNANDO TERUYA AND ELIANA TERUYA does hereby adopt this plat designating the herein above described property as FOREST CREEK,LOTS 1 & 2, BLOCK A, an addition to the City of Coppell, Texas, and does hereby dedicate, in fee simple, to the public use forever the streets shownthereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to thepublic, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance ofpaving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvementsor growths shall be constructed, reconstructed or placed upon, over or across the easements shown. Said easements being hereby reserved for themutual 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 keepremoved all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with theconstruction, maintenance or efficiency of its respective right or ingress or egress to or from and upon the said easement for the purpose ofconstructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessityat 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 ofreading 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 waterservices from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by theirlocation as installed.This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas.Witness my hand this ____ day of ___________, 2023_____________________________________ JOSE FERNANDO TERUYA ELIANA TERUYAOWNER OWNERSTATE OF TEXASCOUNTY OF DALLASThe undersigned, the Planning and Zoning Commission Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat ofFOREST CREEK, Lots 1 & 2, Block A, an addition to the City of Coppell was submitted to the Planning and Zoning Commission on the ____ day of________, 2023, and the Planning and Zoning Commission, by formal action, then and there accepted the dedication of streets, alleys, parks,easements, public places, and water and sewer lines, as shown and set forth in and upon said plat, and said Chairman to note the acceptancethereof by signing his name as hereinabove subscribed.Witness my hand this _____ day of _________, A.D., 2023.Approved and Accepted:________________________________________________________________________________Planning and Zoning Commission Secretary Chairman, Planning and Zoning Commission DateCity of Coppell, TexasCity of Coppell, TexasSTATE OF TEXASCOUNTY OF DALLASBefore me, the undersigned authority on this day personally appeared Jose Fernando Teruya and Eliana Teruya, known to me to be the person whosename is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and considerations thereinexpressed and the capacity therein stated.Given under my hand and seal of office this day of 2023.___________________________________________________________NOTARY PUBLICFRANCHISE UTILITIES NOTE:"I, (Surveyor or Engineer), verifty that all franchise utilities have each been contacted and provided a copyof the plat and development proposal and all franchise utility easements and/or abandonments are currently shown."FLOOD PLAIN ADMINISTRATORS CERTIFICATIONFloodplain Development Permit Application No. has been filed with the City of Coppell Floodplain administrator on , 2023.Floodplain AdministratorDateOWNER:JOSE FERNANDO TERUYAAND ELIANA TERUYA1056 VILLAGE PARKWAYCOPPELL, TX 75019 LINE LENGTH BEARINGL1 36.92'S00°39'30"EL2 6.12'N00°37'34"WL3 24.00'S89°22'26"WL4150.04'S00°37'34"EL5 40.17'N00°39'30"WL6 73.66'N00°37'34"WL7 38.42'N00°39'30"W CURVE LENGTH RADIUS CHORD DELTAC1 7.25'20.00'S51°27'37"W 20°47'13"C210.25' 5.00'N59°23'10"W 117°31'12"C344.11'32.00'S40°07'16"E 78°59'25"C413.17'20.00'S60°44'49"E37°44'20"C5 3.45'20.00'S45°40'23"W 9°53'59"C6 6.71' 4.00'N81°16'37"W 96°12'02"C717.04'30.00'N16°54'05"W 32°33'02"C817.04'30.00'N15°38'57"E 32°33'02"C9 6.71' 4.00'N80°01'28"E96°12'02" C10 3.36'20.00'S47°03'02"E 9°38'57" LOT 2, BLOCK AFIRE LANEPRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE ANDSHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENTIRON ROD FOUNDCAPPED IRON ROD SETIRFCIRSCONTROLLING MONUMENTC.M.The developer, builder, seller, or agent shallinform in writing, each prospective buyer ofsubdivision lots or property located withinspecial flood hazard areas of this site thatsuch property is in an identified flood hazardarea and that all development mustconform to the provisions of the City ofCoppell Floodplain Management Ordinance.The City of Coppell will not haveresponsibility for maintenance of thefloodway/floodplain area as shown hereon.The maintenance for these areas shall besole responsibility of the individual lotowners adjacent to the sold areas. Theseareas are to remain free of improvementsthat may obstruct the flow of storm waterand protected from potential erosion by theowners. No fences will be allowed in thefloodplain or any other structures (pools,decks, gazebos, etc.) per the City'sFloodplain Ordinance.STATE OF TEXASCOUNTY OF DALLASBefore me, the undersigned authority on this day personally appeared Larry Turman, known to me to be the person whose name is subscribed to theforegoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and the capacitytherein stated.Given under my hand and seal of office this day of 2023.___________________________________________________________NOTARY PUBLIC08/1/2023addressed DRC comments received on 07/28, 08/03. DALLASCOUNTYS Coppell Rd W Sandy Lake RdE Sandy Lake RdE Bethel School RdE B e l t L i n e R d S Moore Rd S Denton Tap RdW Bethel RdSUBJECTPROPERTY