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BP 2012-11-15 PZ
NOTICE OF PUBLIC HEARING & AGENDA PLANNING & ZONING COMMISSION November 15, 2012 COMMISSIONERS: Edmund Haas — Chairman Gregory Frnka — Vice Chairman Anna Kittrell Craig Pritzlaff Charles Sangerhausen Glenn Portman Justin Goodale MEETING TIME AND PLACE: Pre -Session 6:00 p.m. lst Floor Conference Room (Open to the Public) Regular Session 6:30 p.m. Council Chambers (Open to the Public) Notice is hereby given that the Planning & Zoning Commission of the City of Coppell, Texas will meet in pre -session at 6:00 p.m. and in regular session at 6:30 p.m. on Thursday, November 15, 2012, to be held 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 purpose of the meeting is to consider the following items: ITEM # ITEM DESCRIPTION PRE -SESSION: (Open to the Public) 1. Briefing on the Agenda. REGULAR SESSION: (Open to the Public) 2. Call to Order. 3. Consider approval of the minutes for October 18, 2012. 4. PUBLIC HEARING: Consider approval of Case No. PD -171R4 -HC, GTE Shared Services Addition (Wisenbaker), a zoning change request from PD -171R3 -HC (Planned Development -171 - Revision 3 -Highway Commercial) to PD -171R4 -HC (Planned Development -171 Revision 4 - Highway Commercial), to attach a Detail Site Plan for a 67,000 -square -foot office/showroom/warehouse building on 6.6 acres of property located at the northeast corner of Canyon Drive and S.H. 121, at the request of DFW Canyon Partners, LTD, being represented by John Taylor, Azimuth Architecture. STAFF REP.: Matt Steer ag111512 Page 1 of 4 ITEM # ITEM DESCRIPTION 5. PUBLIC HEARING: Consider approval of the GTE Shared Services Addition, Lots IRIA-R, Block 1, Replat being a replat of Lot IRIA of the GTE Shared Services Addition, to establish a fire lane and utility easements to support the development of 67,000 -square -foot office/showroom/warehouse building on Lot IRIA-R on 6.6 acres of property located at the northeast corner of Canyon Drive and S.H. 121, at the request of DFW Canyon Partners, LTD, being represented by John Taylor, Azimuth Architecture. STAFF REP.: Matt Steer 6. PUBLIC HEARING: Consider approval of Case No. PD -259 -SF -7/9, Blackberry Farm, a zoning change request from SF -12 (Single Family -12) to PD -259 -SF -7/9 (Planned Development -259 -Single Family -7 & 9), to permit the development of 82 single-family lots and five (5) common area lots on 54.8 acres of land located on the north side of Sandy Lake Road, approximately 750 feet northeast of Starleaf Road (extended), at the request of David Hayes, Holmes Builders. STAFF REP.: Gary Sieb 7. Consider approval of the Blackberry Farm, Preliminary Plat, a preliminary plat to subdivide 54.8 acres of property to permit the development of 82 single-family lots and five (5) common area lots, located on the north side of Sandy Lake Road, approximately 750 feet northeast of Starleaf Road (extended), at the request of David Hayes, Holmes Builders. STAFF REP.: Gary Sieb 8. Update on Council action for planning agenda items on November 13, 2012: A. An Ordinance for Case No. PD -250R7 -H, Old Town Addition (Main Street) Restaurant, Lot IR, Block B, a zoning change from PD -250-H to PD -250R7 -H, for a 3,574 -square -foot restaurant building on 0.52 acres of property located on the south side of West Bethel Road between Burnet Street and Main Street. B. An Ordinance for Case No. PD -256 -SF -9, Old Coppell Estates, Lots IR, 2R & C -IR, Block 1, a zoning change from H & SF -9 to PD -256 -SF -9, to allow the expansion of single family and common area uses on 0.76 acres of property located at 369 & 373 Hearthstone Lane and 408 Bethel Road. C. An Ordinance for Case No. PD -257-C, Neighborhood Credit Union, a zoning change from C to PD -257-C, to allow the development of an approximate 2,800 -square -foot bank facility with drive-thru lanes on approximately 1.25 acres of property located at the northeast corner of Denton Tap Road and Vanbebber Drive. D. Case No. PD -185R3 -LI, Coppell Industrial Addition (Tradepoint), Lot 2, Block A, a zoning change request from PD -185R -LI to PD- I 85R3 -Light, to establish a Detail Site Plan for a 1,077,716 -square -foot office/warehouse building on 53.4 acres of property located on the north side of West Bethel Road, between Royal Lane and Freeport Parkway. E. Coppell Industrial Addition (Tradepoint), Lot 2, Block A, Final Plat, a final plat of Lot 2, Block A, to establish necessary fire lane and utility easements for the development of a 1,077,716 -square -foot office/warehouse building on 53.4 acres of property located on the north side of West Bethel Road, between Royal Lane and Freeport Parkway. F. Case No. PD -200R4 -SF -7, Petterson Addition, a zoning change request from PD - 200R2 -SF -12 to PD -200R4 -SF -7, to allow the development of seven (7) single-family ag111512 Page 2 of 4 ITEM # ITEM DESCRIPTION lots and two (2) common area lots on 2.27 acres of property located along the north side of West Sandy Lake Road, approximately 130 feet west of Summer Place Drive. G. Petterson Addition, Replat, a replat to establish seven (7) single-family lots, two (2) common area lots and easements on 2.27 acres of property located along the north side of West Sandy Lake Road, approximately 130 feet west of Summer Place Drive. H. Case No. PD -258 -SF, Grapevine Springs Residential (The Villas of Southwestern), a zoning change request from C to PD -258 -SF, to permit the development of seven (7) single-family lots and three (3) common area lots on 3.87 acres of land located north of Southwestern Boulevard, approximately 1,060 feet west of Howell Street, and to amend the Land Use Map of the Coppell 2030 Comprehensive Master Plan from "Industrial Special District' to "Residential Neighborhood". L Grapevine Springs Residential (The Villas of Southwestern), Preliminary Plat, a preliminary plat to subdivide 3.87 acres of property to permit the development of seven (7) single-family lots and three (3) common area lots on land located north of Southwestern Boulevard, approximately 1,060 feet west of Howell Street. J. APPEAL — Case No. PD -221R7 -HC, Duke Lesley Addition (RaceTrac), a zoning change request from PD -221R3 -HC to PD -221R7 -HC, to amend the Concept Plan on 17.4 acres and to attach a Detail Site Plan on 1.8 acres to allow the development of a 5,928 -square -foot convenience store with eight (8) pump islands on property located at the northwest corner of South Belt Line Road and I.H. 635. K. The second public hearing concerning the proposed Annexation and Service Plan for 25.904 acres of property generally located northeast of the existing city limit line, east of MacArthur Blvd. and north of Sandy Lake Road, into the City of Coppell, Texas, Dallas County. L. A text amendment to the Code of Ordinances by amending Chapter 12, "Zoning", Article 12-29, "Sign Regulations", Section 12-29-1, "Definitions", adding a definition of a logo, amending Subsection 2(A) iv, 9, 10 of Article 12-29-3, relating to logo/sign lettering, amending Section 12-29-4-313, "Provisions for Business Zoning Districts", by adding Subsection (B) iii. and amending Subsection 3(B) 5, by the addition of hiring signs. M. A text amendment to the Code of Ordinances by amending Chapter 6, "Business Regulations", Article 6-15, "Temporary Signs", Section 6-15-5, "Provisions for All Zoning Districts"; amending Subsection 8(A), 8(B), 8(C) and 8(E), amending Section 6- 15-6, "Provisions for Temporary (On -Premises) Signs"; adding Subsection 6-15-6(5), iii., and amending Subsection 6-15-7(5), "Provisions for Temporary (Off -Premises) Signs"; amending Subsections 1, 3, 5, 6 and adding Subsection 7 and amending Section 6-15-8 "Sign Zones" by deleting Subsections 6, 10, 11, 12, 15, 16(B) and 16(D). 9. Director's Comments. ADJOURNMENT CERTIFICATE I certify that the above Notice of Meeting was posted on the bulletin board at the City Hall of the City of Coppell, Texas on this 9th day of November, 2012 at ag111512 Page 3 of 4 ITEM # ITEM DESCRIPTION Juanita A. Miles Planning 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 forty-eight (48) hours ahead of the scheduled program, service and/or meeting. To make arrangements, contact Vivyon V. Bowman, ADA Coordinator or other designated officials at (972) 462-0022, or (TDD 1 -800 -RELAY, TX, 1-800-735- 2989). ag111512 Page 4 of 4 MINUTES OF OCTOBER 18, 2012 The Planning and Zoning Commission of the City of Coppell met in Pre -session at 6:00 p.m., and in Regular session at 6:30 p.m., on October 18, 2012, in the Council Chambers of Coppell Town Center, 255 Parkway Boulevard, Coppell, Texas. The following Commissioners were present: COMMISSIONERS: Edmund Haas — Chairman Gregory Frnka — Vice Chairman Anna Kittrell Craig Pritzlaff —Arrived at 6:41 p.m. Charles Sangerhausen Glenn Portman Justin Goodale Also present were Director of Planning, Gary Sieb; Assistant Director of Planning, Marcie Diamond; City Planner, Matt Steer; Graduate Engineer, Mike Garza and Secretary, Juanita Miles. The purpose of the meeting is to consider the following items: ITEM # ITEM DESCRIPTION PRE -SESSION: (Open to the Public) 1. Briefing on the Agenda. The Planning Commission was briefed on each posted agenda item in the Workshop Session. No vote was taken on any item discussed. REGULAR SESSION: 2. Call to Order. (Open to the Public) Chairman Haas called the meeting to order. 3. Consider approval of the minutes for September 20, 2012. Commissioner Kittrell made a motion to approve the minutes for September 20, 2012, as written. Vice Chairman Frnka seconded; motion carried (6-0), with Commissioners Goodale, Frnka, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. Commi.sS7oner Goodale %eft the meeting at 6:35 p.m. 4. PUBLIC HEARING: Consider approval of CASE NO. PD -185R3 -LI, Coppell Industrial Addition (Tradepoint), Lot 2, Block A, a zoning change request from PD -185R -LI (Planned Development -185 Revised -Light Industrial) to PD -185R3 -Light Industrial (Planned Development -185 Revision 3 -Light Industrial), to establish a Detail Site Plan for a 1,077,716 -square -foot office/warehouse building on 53.4 acres of property located on the north side of West Bethel Road, between Royal Lane and Freeport Parkway at the request of Hillwood Investments Properties, being represented by Lee Rader, Macgregor Associates Architects. STAFF REP.: Marcie Diamond 1\1PV101812 Page 1 of 10 ITEM # ITEM DESCRIPTION Presentation: Assistant Director of Planning, Marcie Diamond introduced this case to the Commission with exhibits, elevations and a color board. She stated that staff is recommending approval with conditions which she read into the record. Lee Rader, Macgregor Associates Architects, 2839 Paces Ferry Road, Atlanta, Georgia, was present to represent this case, to address questions and stated agreement with staff's recommendations. Public Hearing: Chairman Haas opened the Public Hearing, asking for people who wanted to speak either in favor or opposition or wanted to comment on this request to come forward. No one spoke. Chairman Haas closed the public hearing. Action: Commissioner Sangerhausen made a motion to approve CASE NO. PD -185R3 -LI, Coppell Industrial Addition (Tradepoint), Lot 2, Block A, a zoning change request from PD -185R -LI (Planned Development -185 Revised -Light Industrial) to PD -185R3 -Light Industrial (Planned Development -185 Revision 3 -Light Industrial), for a 1,077,716 -square -foot office/warehouse building, subject to the following PD conditions: 1. Ornamental trees are permitted in the landscape islands in the parking areas that are over the drainage area in lieu of overstory trees. 2. The monument signs are permitted to have internally lit halo letters. 3. A maximum of four (4) directional signs may be mounted on poles, with a maximum effective height of eight (8) feet. In addition, the following drafting errors need to be corrected: 1. Resolve the discrepancies in the square footage of the office and warehouse in relation to total building size in the parking calculations on Sheet A-1.1. 2. Include the mezzanine area in the parking calculations on Sheet A-1.1. 3. Correct the dimension of the northern property line (Creekview Drive) on Sheet L-0.0 to be 1,105.41' instead of 2047.09'. 4. Delete "BS -2" from the north northern facade on Sheet A-1.5 Commissioner Portman seconded; motion carried (5-0), with Commissioners Frnka, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. Co1 nin.SS7oner Pritz%gf f joined the meeting at 6:41 p.m. 5. Consider approval of the Coppell Industrial Addition (Tradepoint), Lot 2, Block A, Final Plat, being a final plat of Lot 2, Block A, to establish necessary fire lane and utility easements for the development of a 1,077,716 -square -foot office/warehouse building on 53.4 acres of property located on the north side of West Bethel Road, between Royal Lane and Freeport Parkway at the request of Kerry Roetzel, Hillwood Investments Properties. STAFF REP.: Marcie Diamond MIN101812 Page 2 of 10 ITEM # ITEM DESCRIPTION Presentation: Assistant Director of Planning, Marcie Diamond introduced this companion case to the Commission with exhibits. She stated that staff is recommending approval with conditions which she read into the record. Lee Rader, Macgregor Associates Architects, 2839 Paces Ferry Road, Atlanta, Georgia, was present to represent this case, to address questions and stated agreement with staff's recommendations. Mike Garza, City of Coppell/Engineering, addressed the Commission's concerns about drainage issues. Action: Vice Chairman Frnka made a motion to approve the Coppell Industrial Addition (Tradepoint), Lot 2, Block A, Final Plat, for a 1,077,716 -square -foot office/warehouse building, subject to the following conditions: 1. Review all easements and assure that they are being dedicated and abandoned in the appropriate manner. 2. Delete the notes that state "Easements are to be granted by separate instrument at later date" under the ONCOR and TXU Gas Company signature blocks. Commissioner Sangerhausen seconded; motion carried (6-0), with Commissioners Pritzlaff, Frnka, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 6. Consider approval of the Villas of Lake Vista PH 2, Final Plat, being a final plat to allow 39 single-family lots and (5) five common area lots on 9.3 acres of property located on the south side of Lake Vista Drive, approximately 970 feet east of North MacArthur Boulevard, at the request of WPC 2004 Coppell, LP, being represented by Matt Alexander, P.E., Dowdey, Anderson & Associates, Inc. STAFF REP.: Gary Sieb Presentation: Director of Planning, Gary Sieb introduced this case to the Commission with exhibits. He stated that the Commission has been authorized to approve this final plat and staff is recommending approval with no conditions. Action: Chairman Haas made a motion to approve the Villas of Lake Vista PH 2, Final Plat, with no conditions. Vice Chairman Frnka seconded; motion carried (6-0), with Commissioners Pritzlaff, Frnka, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 7. PUBLIC HEARING: Consider approval of CASE NO. PD -258 -SF, Grapevine Springs Residential (The Villas of Southwestern), a zoning change request from C (Commercial) to PD -258 -SF (Planned Development -258 -Single Family), to permit the development of seven (7) single-family lots and three (3) common area lots on 3.87 acres of land located north of Southwestern Boulevard, approximately 1,060 feet west of Howell Street, and to amend the Land Use Map MIN101812 Page 3 of 10 ITEM # ITEM DESCRIPTION of the Coppell 2030 Comprehensive Master Plan from "Industrial Special District" to "Residential Neighborhood", at the request of Srilakshmi Paladugu. STAFF REP.: Gary Sieb Presentation: Director of Planning, Gary Sieb introduced this case to the Commission with exhibits and color renderings. He mentioned four notices were mailed to property owners within 200 feet of this request; none returned in favor; none returned in opposition. He stated that staff is recommending approval with conditions which he read into the record. Sulci Banerjee, BETA, Inc., 6001 Summerside Drive, Suite 102, Dallas, Texas, was present to represent this case, to address questions and stated agreement with staff's recommendation. Public Hearing: Chairman Haas opened the Public Hearing, asking for people who wanted to speak either in favor or opposition or wanted to comment on this request to come forward. No one spoke. Chairman Haas closed the public hearing. Action: Commissioner Sangerhausen made a motion to approve CASE NO. PD -258 -SF, Grapevine Sprints Residential (The Villas of Southwestern) a zoning change request from C (Commercial) to PD -258 -SF (Planned Development -258 -Single Family), and to amend the Land Use Map of the Coppell 2030 Comprehensive Master Plan from "Industrial Special District" to "Residential Neighborhood", with the following conditions: 1. Eliminate parking spaces at the ends of the hammer heads 2. Access drive needs a minimum 25 -foot -width with standard six-inch curb detail and a four - foot sidewalk 3. This plan should show three (3) common areas ("X" lots), with IX the open space adjacent to the creek; 2X the parking and access/fire lane/utility easement parcel; 3X the open space east of the hammerhead. 4. Southwestern Boulevard is a variable width R.O.W. 5. Section showing 24 -foot entry needs correction to 25 feet, standard six-inch curb and sidewalk detail. 6. Modify Condition 11 as it relates to the entry area; once inside the project (approximately 200 feet) transition to mountable curbs can be used. 7. A $1285 Park Development fee per lot needs to be paid prior to constriction. 8. A tree removal permit prior to start of constriction is required. Vice Chairman Frnka seconded; motion carried (6-0), with Commissioners Pritzlaff, Frnka, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 8. Consider approval of the Grapevine Springs Residential (The Villas of Southwestern), Preliminary Plat, a preliminary plat to subdivide 3.87 acres of property to permit the development of seven (7) single-family lots and three (3) common area lots on land located north of Southwestern Boulevard, approximately 1,060 feet west of Howell Street, at the request of Srilakshmi Paladugu. STAFF REP.: Gary Sieb MIN101812 Page 4 of 10 ITEM # ITEM DESCRIPTION Presentation: Director of Planning, Gary Sieb introduced this companion case to the Commission with exhibits. He stated that staff is recommending approval with conditions which he read into the record. Sulci Banerjee, BETA, Inc., 6001 Summerside Drive, Suite 102, Dallas, Texas, was present to represent this case, to address questions and stated agreement with staff s recommendation. Action: Commissioner Sangerhausen made a motion to approve the Grapevine Springs Residential (The Villas of Southwestern), Preliminary Plat, with the following conditions: 1. There will be additional comments during detailed engineering review. 2. Provide a looped waterline system. 3. Change Southwestern Boulevard to a variable width street R.O.W. 4. Remove each of the two parking space bays at the ends of the hammer head. 5. Change PD Condition 11 to indicate a 25 -foot access easement with six-inch curbs for first 200 feet of access length with four -foot sidewalk; mountable curbs can be used on interior of project. 6. Identify three (3) "X" lots as follows: Lot 1X as indicated on plat; Lot 2X the fire lane mutual access and utility easement; Lot 3X the open space to the east. 7. A $1285 Park Development fee per lot to be paid prior to constriction. 8. A tree removal permit prior to start of constriction is required. Vice Chairman Frnka seconded; motion carried (6-0), with Commissioners Pritzlaff, Frnka, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed 9. Consider approval of the Walgreens (Electric Vehicle Charging Station), Site Plan Amendment, to amend the existing site plan to allow an electric vehicle charging station to occupy three (3) existing parking spaces on 1.8 acres of property located at 313 North Denton Tap Road, being the northwest corner of Denton Tap Road and Parkway Blvd, at the request of Dallas L. May, LCA Environmental. STAFF REP.: Gary Sieb Presentation: Director of Planning, Gary Sieb introduced this case to the Commission with exhibits. He stated that staff is recommending approval with conditions which he read into the record. Jason Buckland, NRG Electric Vehicles, 12230 Katy Freeway, Houston, Texas, and Dallas May, Aenvironmental, 13221 Bee Street, Farmers Branch, Texas, were present to represent this case, to address questions and stated agreement with some of staff s recommendations. Action: After much discussion, Commissioner Pritzlaff made a motion to approve the Walgreens (Electric Vehicle Charging Station), Site Plan Amendment, subject to the following revised conditions: 1. A building permit is required prior to constriction of the station 2. Remove the pole sign from the proposal. 3. Applicant will work with ONCOR to avoid adding an additional power pole on Denton Tap Road. MIN101812 Page 5 of 10 ITEM # ITEM DESCRIPTION Chairman Haas seconded; motion failed (2-4), with Commissioners Pritzlaff and Haas voting in favor. Commissioners Frnka, Sangerhausen, Portman and Kittrell opposed. Vice Chairman Frnlca made a motion to approve the Walgreens (Electric Vehicle Charging Station), Site Plan Amendment, subject to the following revised conditions: 1. A building permit is required prior to constriction of the station. 2. Remove the pole sign from the proposal. 3. Elimination of the proposed power pole on Denton Tap Road. Commissioner Sangerhausen seconded; motion carried (4-2), with Commissioners Frnlca, Sangerhausen, Portman and Kittrell voting in favor. Commissioners Pritzlaff and Haas opposed. 10. PUBLIC HEARING: Consider approval of CASE NO. PD -200R4 -SF -7, Petterson Addition, a zoning change request from PD -200R2 -SF -12 (Planned Development -200 Revision 2 -Single Family -12) to PD -200R4 -SF -7 (Planned Development -200 Revision 4 -Single Family -7), to allow the development of seven (7) single-family lots and two (2) common area lots on 2.27 acres of property located along the north side of West Sandy Lake Road, approximately 130 feet west of Summer Place Drive, at the request of Nancy J. Petterson, represented by Tommy Cansler, Timberland Creek Companies, Inc. STAFF REP.: Matt Steer Presentation: City Planner, Matt Steer introduced this case to the Commission with exhibits. He mentioned 43 notices were mailed to property owners within 200 feet of this request; none returned in favor; one returned in opposition and one was undecided. He stated that staff is recommending approval subject to conditions which he read into the record. Bobby Rollings, Timberland Creels Co. Inc., 3221 St. Georges Drive, Plano, Texas, was present to represent this case, to address questions and stated he was in agreement with staff's recommendation, with the exception to the condition concerning Lot 3XR. Public Hearing: Chairman Haas opened the Public Hearing, asking for people who wanted to speak either in favor or opposition or wanted to comment on this request to come forward. No one spoke. Chairman Haas closed the public hearing. Action: Commissioner Kittrell made a motion to approve CASE NO. PD -200R4 -SF -7, Petterson Addition, a zoning change request from PD -200R2 -SF -12 (Planned Development -200 Revision 2 - Single Family -12) to PD -200R4 -SF -7 (Planned Development -200 Revision 4 -Single Family -7), subject to the following revised conditions: 1. Resolution of the proposed turnaround at the end of the proposed private drive. 2. Show an enlarged detail of the turnaround and the surrounding easements, property lines and setbacks. MIN101812 Page 6 of 10 ITEM # ITEM DESCRIPTION 3. Include the private drive as a separate X -lot (Lot 3XR), on lots 5R and 6R, indicate as an easement. 4. Recommend a six-foot stained board -on -board fence with trim cap be used along the alley rights-of-way and modify the garbage enclosure details accordingly. 5. Submit the draft HOA documents for City Attorney review. 6. Include the six-foot side yard setback within the PD Conditions Table on the Site Plan. 7. A tree removal permit shall be required before the start of constriction. 8. Park Development Fees are $1,285 per unit. 9. Clearly label the variable width easement. 10. The underground detention, storm drain and the pavement will be maintained by the HOA. 11. There will be additional comments during detailed engineering plan review. Commissioner Pritzlaff seconded; motion carried (6-0), with Commissioners Pritzlaff, Frnka, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 11. PUBLIC HEARING: Consider approval of the Petterson Addition, Replat, being a replat to establish seven (7) single-family lots, two (2) common area lots and easements on 2.27 acres of property located along the north side of West Sandy Lake Road, approximately 130 feet west of Summer Place Drive, at the request of Nancy J. Petterson, represented by Tommy Cansler, Timberland Creek Companies, Inc. STAFF REP.: Matt Steer Presentation: City Planner, Matt Steer introduced this companion case to the Commission with exhibits. He mentioned one notice was mailed to the property owner of this request. He stated that staff is recommending approval subject to conditions which he read into the record. Bobby Rollings, Timberland Creek Co. Inc., 3221 St. Georges Drive, Plano, Texas, was present to represent this case, to address questions and stated he was in agreement with staff's recommendation, with the exception to the condition concerning Lot 3XR. Public Hearing: Chairman Haas opened the Public Hearing, asking for people who wanted to speak either in favor or opposition or wanted to comment on this request to come forward. No one spoke. Chairman Haas closed the public hearing. Action: Vice Chairman Frnka made a motion to approve the Petterson Addition, Replat, subject to the following revised conditions: 1. Reflect the correct private drive turnaround design and show an enlargement of this area on the plan. 2. Modify the dedicatory note to eliminate the last two sentences. 3. Designate the private drive as an X -lot (Lot 3XR) and on lots 5R and 6R, indicate as an easement. 4. Clearly label the variable width easement. MIN101812 Page 7 of 10 ITEM # ITEM DESCRIPTION 5. The underground detention, storm drain and the pavement will be maintained by the HOA. 6. There will be additional comments during detailed engineering plan review. Commissioner Kittrell seconded; motion carried (6-0), with Commissioners, Pritzlaff, Haas, Frnka, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 12. PUBLIC HEARING: Consider approval of CASE NO. PD -221R7 -HC, Duke Lesley Addition (RaceTrac), a zoning change request from PD -221R3 -HC (Planned Development 221 -Revision 3 -Highway Commercial) to PD -221R7 -HC (Planned Development 221 -Revision 7 -Highway Commercial), to amend the Concept Plan on 17.4 acres and to attach a Detail Site Plan on 1.8 acres to allow the development of a 5,928 -square -foot convenience store with eight (8) pump islands on property located at the northwest corner of South Belt Line Road and I.H. 635 at the request of Frisco 5 Ventures LP (RaceTrac Petroleum), being represented by Gladys Bowen, Masterplan Consultants. STAFF REP.: Matt Steer Presentation: City Planner, Matt Steer introduced this case to the Commission with exhibits and elevations. He mentioned eight notices were mailed to property owners within 200 feet of this request; none returned in favor; none returned in opposition. He stated that staff is recommending denial due to conflicts with the Comprehensive Plan, the land use not being compatible with that envisioned for this location and major deficiencies in the landscape area. Dallas Cothrum, Masterplan Consultants, 900 Jackson Street, Suite 640, Dallas, Texas, was present to represent this case, presented a slide presentation to the Commission, address comments and questions and stated he was not in agreement with staff's recommendation to deny. Public Hearing: Chairman Haas opened the Public Hearing, asking for people who wanted to speak either in favor or opposition or wanted to comment on this request to come forward. The following person spoke: Tom Paredes, John Evans Real Estate, 8350 N Central Expwy, Ste. 1300, Dallas, Texas, spoke in favor. Chairman Haas closed the public hearing. Action: Commissioner Pritzlaff made a motion to deny CASE NO. PD -221R7 -HC, Duke Lesley Addition (RaceTrac), a zoning change request from PD -221R3 -HC (Planned Development 221 - Revision 3 -Highway Commercial) to PD -221R7 -HC (Planned Development 221 -Revision 7 - Highway Commercial) as submitted. Commissioner Portman seconded; motion carried (6-0), with Commissioners Pritzlaff, Frnka, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 13. PUBLIC HEARING: Consider approval of the Duke Lesley Addition, Lots 1R1 & 1R2, Block C, Replat, being a replat of Lot 1, Block C, of the Duke Lesley Addition to establish fire lane, mutual access MIN101812 Page 8 of 10 ITEM # ITEM DESCRIPTION and utility easements to allow the development of a 5,928 -square -foot convenience store with eight (8) pump islands on Lot IR2 containing 1.9 acres of property and Lot IRI containing 15.5 acres being reserved for future development, located at the northwest corner of South Belt Line Road and I.H. 635 at the request of Frisco 5 Ventures LP (RaceTrac Petroleum), being represented by Gladys Bowen, Masterplan Consultants. STAFF REP.: Matt Steer Presentation: City Planner, Matt Steer introduced this companion case to the Commission and stated that staff is recommending denial because the PD request was denied. Public Hearing: Chairman Haas opened the Public Hearing, asking for people who wanted to speak either in favor or opposition or wanted to comment on this request to come forward. No one spoke. Chairman Haas closed the public hearing. Action: Commissioner Pritzlaff made a motion to deny the Duke Lesley Addition, Lots IRI & IR2, Block C, Replat. Vice Chairman Frnka seconded; motion carried (6-0), with Commissioners Pritzlaff, Frnka, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 14. Update on Council action for planning agenda items on October 9, 2012: A. An Ordinance for CASE NO. PD -214R6 -C, Arbor Manor Retail (Jersey Mikes), a zoning change from PD -214R5 -C to PD -214R6 -C, to allow an additional 1,500 - square -foot restaurant within the retail building to be constructed on 1.5 acres of property located at 143 S. Denton Tap Road. B. An Ordinance for CASE NO. PD -228R4 -HC, Vista Ridge Retail Amended, Lot 3R, Block A, (Elite Care), a zoning change from PD -228 -HC to PD -228R4 -HC, to allow a 14,000 -square -foot medical facility on approximately 1.8 acres of property located on the north side of S.H. 121 approximately 400 feet east of Denton Tap Road. C. An Ordinance for CASE NO. PD-250R3R-H, Old Town Addition (Main St) Entry Feature Sign, Lot IRX, Block B, a zoning change from PD -250R3 -H to PD-250R3R- H, to establish a Detail Sign for the Entry Feature on 0.022 acres of property located at the southeast corner of Bethel Road and Main Street. D. A Resolution by the City Council accepting a petition of Denton Creek Land Company LTD., to annex 25.904 acres of property to the City of Coppell, Texas in the Extraterritorial Jurisdiction of the City of Coppell; establishing two public hearings to consider such Annexation and Service Plan; providing for a date to consider adoption of the Ordinance annexing said property. E. PD -238R2 -HC, Coppell Office Village, a zoning change request from PD -238R -HC to PD -238R2 -HC, to revise the Detail Site Plan to allow the existing 40 -square -foot monument sign to be externally illuminated with a four -foot bronze fixture with white florescent lighting in lieu of the existing internal LED lighting on property located at 225 East S.H. 121. F. PD -257-C, Neighborhood Credit Union, a zoning change request from C to PD -257- C, to allow the development of an approximate 2,800 -square -foot bank facility with MIN101812 Page 9 of 10 ITEM # ITEM DESCRIPTION drive-thru lanes on approximately 1.25 acres of property located at the northeast corner of Denton Tap Road and Vanbebber Drive. G. Texas Bank Addition, Lots IRI & IR2 , Block A (Neighborhood Credit Union), Replat, being a replat of Lot 1, Block A, into Lots IRI & IR2, of the Texas Bank Addition to establish necessary easements and fire lanes to allow the development of an approximate 2,800 -square -foot bank facility with drive-thru lanes on Lot IRI containing 1.25 acres, with the remaining 1.25 acres being Lot IR2 on property located at the northeast corner of Denton Tap Road and Vanbebber Drive. H. PD -250R7 -H, Old Town Addition (Main Street) Restaurant, Lot IR, Block B. a zoning change request from PD -250-H to PD -250R7 -H, to establish a Detail Site Plan for a 3,574 -square -foot restaurant building on 0.52 acres of property located on the south side of West Bethel Road between Burnet Street and Main Street. L PD -256 -SF -9, Old Coppell Estates, Lots IR, 2R & C -IR, Block 1, a zoning change request from H & SF -9 to PD -256 -SF -9, to allow the expansion of single family and common area uses on 0.76 acres of property located on the north side of West Bethel Road, west of Hearthstone Lane (369 & 373 Hearthstone Lane & 408 Bethel Road). I Old Coppell Estates, Lots IR, 2R & C -IR, Block 1, Replat, being a replat of Lots 1, 2 & C-1, Block 1, to incorporate 0.28 acres of unplatted property into (3) three lots. Lot IR (373 Hearthstone Lane), will contain 0.349 acres; Lot 2R (369 Hearthstone Lane), will contain 0.373 acres and Lot C -IR (a common area lot), will contain 0.035 acres. Update on Council action for planning agenda items on October 23, 2012: A. A public hearing to consider the Annexation and Service Plan on 15.904 acres of property to the City of Coppell; providing for a date to consider adoption of the Ordinance annexing said property. During the Pre -Session, Director of Planning, Gary Sieb advised the Commission of Council's actions on October 9 & 23, 2012 and stated that Council approved all of the above -stated items. 15. Director's Comments. There were no additional comments. ADJOURNMENT With nothing further to discuss, the meeting adjourned at approximately 9:44 p.m. Edmund Haas, Chairman Juanita A. Miles, Secretary MIN101812 Page 10 of 10 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE NO.: PD -171R4 -HC, GTE Shared Services Addition (Wisenbaker) P&Z HEARING DATE: C.C. HEARING DATE: STAFF REP.: LOCATION: SIZE OF AREA: CURRENT ZONING: November 15, 2012 December 11, 2012 Matt Steer, City Planner NEC of Canyon Drive & S.H.121 6.6 acres of property PD-l71R3-HC (Planned Development -171 -Revision 3 -Highway Commercial) REQUEST: A zoning change to PD -171R4 -HC (Planned Development -171 Revision 4 - Highway Commercial), to attach a Detail Site Plan for a 67,000 -square -foot office/showroom/warehouse building. APPLICANT: Owner DFW Canyon Partners, Ltd. Richard Crow, Vice Pres. 3811 Turtle Creels Blvd. Suite 730 Dallas, TX. 75219 (214) 520-7800 email: rlcrowLmyerscrow.com Architect Azimuth Arch., Inc. John Taylor 9661 Audelia Rd. Suite 333-66 Dallas, TX. 75238 (214) 261-9060 email: ita, for &aziumutharc.com HISTORY: A portion of this property was initially platted in 1981, but no development occurred. In 1991, zoning on the property was changed from LI to HC. It was changed again in September 1998 to PD -171 -HC when GTE Shared Services proposed a plan that showed two, five -story, 250,605 -square -foot mid -rise office buildings on a 23 -acre parcel. One building was constricted in 1999. GTE went through a restructuring and re -organization period in 2000 with Verizon occupying the building. The second building was never built. In March of 2009, a request was approved to replat Lot 1, Block 1, into two lots (Lot 1R1 and 1R2, Block 1), to allow for separate ownership of each lot. The existing five -story ITEM = 4 Page 1 of 4 building is located on Lot 1R2. In April of 2010, a request to permit a 3,300 - square -foot screened mechanical yard, modifying existing loading, parking and landscape areas was approved by City Council on this same lot. In June 2012, Council approved a zoning change request to revise the Conceptual Site Plan (the location of the subject property) and to attach a Detail Site Plan for an 11,077 - square -foot office building, which is located to the east of the subject property and is currently under constriction. TRANSPORTATION: State Highway 121 is an existing four -lane divided, concrete highway with two-lane service roads in a 440 -foot right-of-way that will eventually be widened. Canyon Drive is a 44 -foot -wide concrete two-lane street built within a 60 -foot right-of-way. Coppell Road is a two-lane undivided road with 37 feet of pavement within a 50 - foot right-of-way, north of this property. SURROUNDING LAND USE & ZONING: North: Five -story office building; PD -171 -R2 -HC South: Office buildings; HC East: Five -story office building; PD -171 -R2 -HC West: State Highway 121; HC COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as Freeway Special District. DISCUSSION: As mentioned in the history section, this property was part of a rezoning approved in June of this year. The rezoning included two components: a detail plan for an 11,000 -square -foot one-story office building (currently under constriction) east of the proposal and a conceptual plan for the three office buildings (one two-story & two one-story) totaling 75,200 square feet of office space on 7.65 acres, the subject property. Site Plan: This request is for a 67,000 square feet office/showroom/warehouse facility with the office/showroom component being two-story and the warehousing component one-story although there is a consistent height of 36 feet throughout. Wisenbaker Builder Services is the proposed user to occupy the entire building. Wisenbaker sells building materials primarily to home builders (not open to the public). This facility will allow the builders to shop in the showroom and pick up materials (such as flooring, granite, tile, etc.) daily. Although the proposal does not consist of three office buildings as conceptually approved, staff is supportive of the request, as it ties the site together in terms of scale and appearance. A large five - story office building sits to the northeast and the recently approved 11,000 - square -foot, one-story office building is under constriction to the east. The proposed two-story 67,000 -square -foot office/warehouse provides a transition between the two heights and sizes. ITEM = 4 Page 2 of 4 Special attention has been given to the orientation of the building with the truck dock doors located on the east side of the stricture, so as not to front on SH 121. Parking required for an office is one parking space per 300 square feet, for a showroom is two parking spaces plus one parking space per 300 square feet after the first 1,000 square feet, and for a warehouse, one parking space per 1,000 square feet. The total required parking is 126 spaces and 155 spaces are being provided. An exception to the HC District requirement calling for less than 50% of the required parking to be located in the front yard is requested. Staff is supportive of this exception for two reasons. One, the applicant has provided a large landscape buffer between SH 121 frontage and two, the site parking area has been enhanced by the addition of a water fountain within a landscape island. A note indicating the proposed fountain should be added to the plan. Within the HC District, warehousing is limited to less than 20% of the floor area unless a special use permit is obtained allowing for a greater percentage. A condition of the PD will suffice for this requirement. Staff is supportive of this condition for this particular user as there will not be a significant amount of large trick traffic conflicting with the office users, but will be mainly for smaller tricks picking up goods to bring to a constriction site in the area. Landscaping/Screenin2/Open Space A large amount of landscape area is proposed on the west side of the building fronting SH 121 as called for in the HC District and the Freeway Special District of the Coppell 2030 Comprehensive Master Plan. There are 92 overstory trees, 24 Eastern Red Cedars and 10 Crepe Myrtles proposed. The majority of the Eastern Red Cedars are proposed directly abutting the parking area on the southeastern corner of the site. The reason for such an extensive planting is to screen the ground level doors from view on Canyon Road. Where the ground level doors are located on the north side, they are adequately screened by the building and Eastern Red Cedars in the island to the west. Architecture/Si2nne: The Freeway Special District calls for a coherent architectural theme in terms of mass, height, rooflines and materials. This proposal is accomplishing the architectural unity by using the same building materials and colors as the one- story, 11,000 -square -foot building currently under constriction to the east. The tilt wall color is an off-white which will compliment that of the existing five -story building northeast of this site. Grey steel canopies are proposed over the office/showroom entry and over the ground level doors. Austin Stone is proposed to be the primary masonry material of office showroom with greyish -brown brick proposed to provide accents on the office/showroom elevations. A grey modular masonry unit is proposed on two sections of the office/showroom and the remainder consists of off-white tilt wall and fenestration. A variance to the 80% brick/stone requirement of the HC District is requested. Staff is comfortable recommending approval of this in order to better match the elevations of the existing mid -rise building and the one-story building currently under constriction. A sign area is shown on the west corner of the south elevation although none is anticipated at this time. A 60 -square -foot Austin Stone monument sign with modular stone accents is proposed at the western entry from Canyon. The lettering proposed will be aluminum pin mounted. The sign will be compatible with the office building's monument sign currently under construction to the east. ITEM = 4 Page 3 of 4 All and all, staff is recommending approval subject to the conditions outlined below. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of PD -171R4 -HC subject to the following conditions being met: 1. There will be additional comments during detailed engineering plan review. 2. A tree removal permit is required prior to the start of constriction. 3. Note the proposed fountain on the site plan. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Plan 2. Tree Survey 3. Landscape Plan (2 pages) 4. Elevations ITEM = 4 Page 4 of 4 Q w O FUTURE DRIVEWAY— W/ ENHANCED PAVING corativeiF'a `'n �- / ef. Arc iteur _ P / ACV I� v 28.0 0 �o �6 7 Sp ce 9' 63 "Part 1" of Access Easement Doc, No.'s 200900132990 & 200900156683 R.P.R.D.C.T, 3' Curb Opening ipaced @ 9' O.C. 3' Curb Opening Spaced @ 9' O.C. 1 -2 Overhang : 10' Storm Drain Easement Doc, No.'s 200900132992 200900156682 R. P. R. D. C. T. SYNOPSIS Zoning LOT 1R1A. BLOCK 1 PD-171R2—HC / Office, Showroom, Warehouse Lot Area 6.59 Ac. (287,270 Sq. Ft.) Building Footprint Area / Building Height j. Lot Coverage 19.1% Of Site Floor Area Ratio 0.235:1 PARKING Parking Ratio: Office: 1 Sp./300 Sq. Ft.=34 Sp Showroom: 1 Sp./300 Sq. Ft.=50 Sp Warehouse: 1 Sp./1,000 Sq. Ft.=42 Sp Required Total Parking: 126 Spaces Provided Total Parking: 155 Spaces (Incl. HC) Required Accessible Parking q 6 Spaces P Accessible Parking Provided 7 Spaces / : 10' Storm Drain Easement Doc, No.'s 200900132992 200900156682 R. P. R. D. C. T. Vicinity Map NTS W 0 20 40 80 1 inch = 40 ft. GENERAL NOTES 1. Fire lanes shall be designed and constructed per City standards. 2. Handicapped parking areas shall be designed and provided per City standards and shall comply with requirements of the current, adopted International Building Code. 3. Mechanical units, dumpsters and trash compactors shall be screened in accordance with the Zoning Ordinance. 4. All signage contingent upon approval by Building Inspection Department. 5. All electrical transmission, distribution and service lines must be underground where required. 6. All dimensions are to face of curb or edge of building unless otherwise noted. 1. Notes: ndicap Parking Is Provided In Accordance w/ ADA Standards. 2. No Floodplain Exists On The Site. 3. Site Plan Is For Informational Purposes Only. It Is Not A Construction Document. SYNOPSIS Zoning LOT 1R1A. BLOCK 1 PD-171R2—HC Land Use Office, Showroom, Warehouse Lot Area 6.59 Ac. (287,270 Sq. Ft.) Building Footprint Area 67,600 Sq. Ft. Building Height j. Lot Coverage 19.1% Of Site Floor Area Ratio 0.235:1 Vicinity Map NTS W 0 20 40 80 1 inch = 40 ft. GENERAL NOTES 1. Fire lanes shall be designed and constructed per City standards. 2. Handicapped parking areas shall be designed and provided per City standards and shall comply with requirements of the current, adopted International Building Code. 3. Mechanical units, dumpsters and trash compactors shall be screened in accordance with the Zoning Ordinance. 4. All signage contingent upon approval by Building Inspection Department. 5. All electrical transmission, distribution and service lines must be underground where required. 6. All dimensions are to face of curb or edge of building unless otherwise noted. 1. Notes: ndicap Parking Is Provided In Accordance w/ ADA Standards. 2. No Floodplain Exists On The Site. 3. Site Plan Is For Informational Purposes Only. It Is Not A Construction Document. PD Conditions: 1. Proposed use has greater than 20% warehouse 2. Proposed building has 10% masonry 3. Proposed site plan has greater than 50% of parking in the front of building. LEGEND Firelane, Access & Utility Easement 681 Existing Contour Scale 1"=40' October, 2012 SEI #12-154 SYNOPSIS Zoning LOT 1R1A. BLOCK 1 PD-171R2—HC Land Use Office, Showroom, Warehouse Lot Area 6.59 Ac. (287,270 Sq. Ft.) Building Footprint Area 67,600 Sq. Ft. Building Height 36'-0" Lot Coverage 19.1% Of Site Floor Area Ratio 0.235:1 PARKING Parking Ratio: Office: 1 Sp./300 Sq. Ft.=34 Sp Showroom: 1 Sp./300 Sq. Ft.=50 Sp Warehouse: 1 Sp./1,000 Sq. Ft.=42 Sp Required Total Parking: 126 Spaces Provided Total Parking: 155 Spaces (Incl. HC) Required Accessible Parking q 6 Spaces P Accessible Parking Provided 7 Spaces PD Conditions: 1. Proposed use has greater than 20% warehouse 2. Proposed building has 10% masonry 3. Proposed site plan has greater than 50% of parking in the front of building. LEGEND Firelane, Access & Utility Easement 681 Existing Contour Scale 1"=40' October, 2012 SEI #12-154 / /< s cps 1. 8' BP"Q�/ \ \ 2. (9 / I - - 4. SBP/ / cn n I (11 Ln 'I GRA E 1 „ B� 28.00' 700' KABSORBING ROOTS 7•'a' B / / m UNKNOWN 3' Curb Opening Spaced @ 9 O.C. UNKNOWN NOTE. / �9 /11 r 9' TREE UNKNOWN A" REMOVE BULKY TREE PARTS "SHRED" AND/OR HAUL SEPARATELY. 8. " BP / / IIS "B" BEGIN EXCAVATION APPROX. 8' FROM THE TRUNK - CUT THRU ANCHOR ROOTS AT AN ANGLE -3' TO4'D EEP 0 "C" USING TREE TRUNK AS A LEVER PUSH AT POINT "E" TO REMOVE TREE BOLE AND LARGE FEEDER ROOTS (4" TO 10" IN DIAM.) 7 �S(ice"D" BACKFILL HOLE AND CLEAN UP. 711" Bj/9 P63' VIII 7 Space @ aII )2 TREE REMOVAL DIAGRAM ��Q`a 12�a" m // o�II NOT TO SCALE 2� III Iry% I n13.9' A_7_0 03 m 14.9 BP / 03 8� BP �J Q, 26 U 00% 492 1\, tea/ OCIA ff\ EXPOSED ROOTS TO BE CLEAN-CUT �16. 11' BP / / / CD CD CLEANING ALL'FRAYED' EDGES. / 17 10" B moo.' /ro H / I WATER THOUROUGHLY PRIOR TO v' / I BACKFILLING WITH CLEAN TOP§O]I RE DRIVEWAY Rt.� / Oyp ( / HAND DUG TRENCH W/ ENHANCED PAVING �C / 18. 10�BP P / 3 ROOT PRUNING DETAIL N.T.S. � I yrs 20. " BP / / 0) Ln Ud 2 . 0 17 00 .9" BP Decorative Pavin / C` Ref. Archit 11 Pa s 22.1 "BP / I � Q1 23.1 "BP Bp 9P Cp 26. 12 BP // / / Two StoryOff ce Showroom 25,600 SF Bldg, 27. 12" BP o FF=492.50 BP /29 80.00' Q ti 7.00% 24.00' 7.00' 7.00' QO' / 30tR 8 a�,v Q i Cj / cc Ln / o o FUTURE EXPAKSION 12"+ „ LO11 C�/ 5,600 S.F. MAX 0 0 0 Prop. Canopy 140 00' REFER TO 01/L1.00 Block 1. Lot 1 R1 A TREE MITIGATION TABULATIONS 287,270 SF/6.5948 Ac. Pr 30 Clear Warehouse (minus) 42,000 SF Bldg. TREE FF=492.50 EE UNKNOWN 3' Curb Opening Spaced @ 9' O.0 2 Overhang REE UNKNOWN Pro EH (TyP ( 2' Conc. Flume (Typ.) REE UNKNOWN 0 Ln I1 0-) Q I I I 1. I rGdf 04, �sLQ \ Trash I % Compactor I I I f 00'I I 18.00' i M TrenchCID J Drain i lI I o 09'-11 18 Off' i ro . FDC I II �I I i I 2' I Trench Drain h Trash Compactor I I II r I Pro . o � m (Typ , I c - I 'CU �J 10' Sanitary S wer Ease nent 1 I� of �� �v/ 2' Overhang Cn 14"L / / Q o Q) - - - - -- - - - - - (]-) L 33. O I 11) Un 5"+15' Prop. / m , // 5 pa es o - Cano y - L o I I 2 (Overhang }I - �O 0 @ 5 9 g I I I I ° z paces o �� / _ _ verhang a / I a m - I Pro FH @ n N � @ -18 L _ _ _ Y • 50' ding Setback - - / ZZLC ---- \ -- ----------- ---I-I -- 35. BP -\-------- - 6. *fs g S. acs 5 Sp ce(' 5k - - - - - - - - - - - ----�--------- __--- - - _ --- -\ - ----- - -� �36BP /10" \ 49r 015' Landscape Setback / 37.8)BP �� r �� I- \ 38 8" BP 1 O / /40. 9" BN 41. 8BP /42, 10"IBP / 43. 8" �P /44. 9" BI� 45.�" N88°2o'1YVV 466.10' m m m O Length -14 4' / _ Radius - 339.73 30' X 20' Cen. Angle - 24°42'48" Emit. Prop, SiaMonument CANYON DRIVE Water E By Plat Sign 20'x15' ng Kim � (60' Right -of -Way dedicated by plat 81094/2568) Decorative Paving Per Water Esnnt. City of Copell Details Decorative Pavin Per Cit Concrete Pavement By Plat City of Copell Details )no, (TyP,( ZONE (RPZ) TREE CANOPY ROOT PROTECTION - ZONE (RPZ) LIMITS 4' I NOTE: 6" MULCH INSIDE RPZ FENCING SHOWN ABOVE IS DIAGRAMMATIC ONLY SEE NOTES AND WILL CONFORM TO THE DRIP LINE AND LIMITED TO PROJECT BOUNDARY TREE PROTECTION FENCE A EXISTING TREE LEGEND EXISTING TREE TO REMAIN IISI1 EXISTING TREE 1 TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01/L1.00 REMARKS TREE MITIGATION TABULATIONS 8 Gross Retribution 41" (minus) 9 TREE 433" TRUNK 8 Total caliper inches trees on-site 474" 6" caliper plus at Breast Height 10 (equals) TO REMAIN �� sem`. � �/�-� ;� .,.. . '�,�.. °;, � r _'K,a <•.. / � (times) TO REMAIN Gross retribution 41" (equals) TO REMAIN Preservation Credit 37.4" (minus) TO REMAIN Landscaping Credit 52.5" (equals) TO REMAIN (39) trees, 3" cal. req. by ordinance 11 F TO REMAIN ROOT PROTECTION = 7 ZONE (RPZ) TREE CANOPY ROOT PROTECTION - ZONE (RPZ) LIMITS 4' I NOTE: 6" MULCH INSIDE RPZ FENCING SHOWN ABOVE IS DIAGRAMMATIC ONLY SEE NOTES AND WILL CONFORM TO THE DRIP LINE AND LIMITED TO PROJECT BOUNDARY TREE PROTECTION FENCE A EXISTING TREE LEGEND EXISTING TREE TO REMAIN IISI1 EXISTING TREE 1 TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO 01/L1.00 REMARKS TREE MITIGATION TABULATIONS 8 Gross Retribution 41" (minus) 9 Total caliper inches of trees 433" saved (divided by) 8 Total caliper inches trees on-site 474" 6" caliper plus at Breast Height 10 (equals) TO REMAIN Preservation credit 91.3% (times) TO REMAIN Gross retribution 41" (equals) TO REMAIN Preservation Credit 37.4" (minus) TO REMAIN Landscaping Credit 52.5" (equals) TO REMAIN (39) trees, 3" cal. req. by ordinance 11 (21) @ 3" cal. (50% max.) 31.5 TO REMAIN (21)trees, @ 1"cal. above required 21" 7 Net Retribution 0" TO REMAIN TREE SURVEY FIELD DATA 10 NO. DIA. INCHES SPECIES (COMMON NAME) REMARKS 1 8 BRADFORD PEAR TO REMAIN 2 9 BRADFORD PEAR TO REMAIN 3 8 BRADFORD PEAR TO REMAIN 4 10 BRADFORD PEAR TO REMAIN 5 7 BRADFORD PEAR TO REMAIN 6 12 BRADFORD PEAR TO REMAIN 7 6 BRADFORD PEAR TO REMAIN 8 12 BRADFORD PEAR TO REMAIN 9 11 BRADFORD PEAR TO REMAIN 10 7 BRADFORD PEAR TO REMAIN 11 10 BRADFORD PEAR TO REMAIN 12 8 BRADFORD PEAR TO REMAIN 13 9 BRADFORD PEAR TO REMAIN 14 9 BRADFORD PEAR TO REMAIN 15 8 BRADFORD PEAR TO REMAIN 16 11 BRADFORD PEAR TO REMAIN 17 10 BRADFORD PEAR TO REMAIN 18 10 BRADFORD PEAR TO BE REMOVED 19 9 BRADFORD PEAR TO BE REMOVED 20 12 BRADFORD PEAR TO REMAIN 21 9 BRADFORD PEAR TO REMAIN 22 10 BRADFORD PEAR TO REMAIN 23 10 BRADFORD PEAR TO REMAIN 24 11 BRADFORD PEAR TO REMAIN 25 8 BRADFORD PEAR TO REMAIN 26 12 BRADFORD PEAR TO REMAIN 27 12 BRADFORD PEAR TO REMAIN 28 14 BRADFORD PEAR TO REMAIN 29 8 BRADFORD PEAR TO REMAIN 30 8 BRADFORD PEAR TO REMAIN 31 12/9 LIVE OAK TO REMAIN 32 14 LIVE OAK TO REMAIN 33 15/15 LIVE OAK TO REMAIN 34 9 BRADFORD PEAR TO REMAIN 35 12 BRADFORD PEAR TO REMAIN 36 10 BRADFORD PEAR TO BE REMOVED 37 8 BRADFORD PEAR TO BE REMOVED 38 8 BRADFORD PEAR TO BE REMOVED 39 12 BRADFORD PEAR TO BE REMOVED 40 9 BRADFORD PEAR TO BE REMOVED 41 8 BRADFORD PEAR TO BE REMOVED 42 10 BRADFORD PEAR TO BE REMOVED 43 8 BRADFORD PEAR TO BE REMOVED 44 9 BRADFORD PEAR TO BE REMOVED 45 8 BRADFORD PEAR TO BE REMOVED 46 10 BRADFORD PEAR TO BE REMOVED NOT TO SCALE EXISTING TREE PRUNING NOTES 1. Contractor shall provide a Class 'C' pruning on all existing trees. 2. This shall include at a minimum: removal of dead, dying, diseased weak branches,along main trunk structure and within branching area. 3. Contractor shall include deep root feeding and invigoration of existing trees. This shall be organic based nutrients based for root growth and leaf growth stimulation. 4. Contractor shall be required to chip all removed branches, leafs, etc EXISTING TREE NOTES 1. Existing trees to remain shall be protected during construction from tree structure damage and compaction of soil under and around dripline (canopy) of tree. 2. If any root structure is damaged during adjacent excavation/construction, notify the Architect immediately. It is recommended that a licensedArborist be secured for the treatment of any possible tree wounds. 3. No disturbance of the soil greater than 4" shall be located closer to the tree trunk than 1/2 the distance of the drip line to the tree trunk. A minimum of 75% of the drip line and root zone shall be preserved at natural grade. 4. Any fine grading done within the critical root zones of the protected trees must be done with light machinery such as a bobcat or light tractor. No earth moving equipment with tracks is allowed within the critical root zone of the trees. 5. Material Storage: No materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the dripline of any tree. 6. Equipment Cleaning/Liquid Disposal: No equipment may be cleaned, toxic solutions, or other liquid chemicals shall be deposited within the limits of the dripline of a tree. This would include but not be limited to paint, oil, solvents, asphalt, concrete, mortar, primers, etc. 7. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature shall be attached to any tree. 8. Vehicular Traffic: No vehicular and construction equipment traffic or parking is allowed within the limits of the dripline of trees. 9. Boring of Utilities: May be permitted under protected trees in certain circumstances. The minimum length of the bore shall be the width of the tree's canopy and shall be a minimum depth of forty-eight (48') inches. 10. Trenching: Any irrigation trenching which must be done within the critical root zone of a tree shall be dug by hand and enter the area in a radial manner. 11. Tree Flagging: All trees to be removed from the site shall be flagged by the Contractor with bright red vinyl tape (3" width) wrapped around the main trunk at a height of four (4) feet above grade. Flagging shall be approved by Landscape Architect prior to any tree removal. Contractor shall contact Landscape Architect with 72 hour notice to schedule on-site meeting. 12. Protective Fencing: All trees to remain, as noted on drawings, shall have protective fencing located at the tree's dripline. The protective fencing may be comprised of snow fencing, orange vinyl construction fencing, chain link fence or other similar fencing with a four (4) foot approximate height. The protective fencing will be located as indicated on the Tree Protection Detail(s). 13. Bark Protection: In situations where a tree remains in the immediate area of intended construction, the tree shall be protected by enclosing the entire circumference of the tree's trunk with lumber encircled with wire or other means that does not damage the tree. Refer to Tree Protection Detail(s). 14. Construction Pruning: In a case where a low hanging limb is broken during the course of construction, the Contractor shall notify the Landscape Architect immediately. In no instance shall the Contractor prune any portion of the damaged tree without the prior approval by the Landscape Architect. sm r landscape architects, inc. 2A�, 1708 N. Griffin Street `A Dallas, Texas 75202 `fAs Tel 214.871.0083 Fax 214.871.0545 9S �E CALF- Email smr@smr-la.com EXISTING TREE PLAN SCALE: 1" = 40'-0" 0 20 40 80 9661 Audelia Road Suite 333-66 Dallas, Texas 75238 214.261.9060 SHEET CONTENTS: EXISTING TREE PLAN DATE: October 15, 2012 SHEET: L1.0 ® COPYRIGHT 2012 AZIMUTH : ARCHITECTURE, INC. W � L0 X .0 r_ o ^) CL CL O V VJ O >11r.M Z Uw J U DO O 1 10.15.12 Site Plan Submittal 2 11.01.12 DRC COMMENTS 3 11.06.12 P&Z Submittal Cf) o 4 > LL 5 SHEET CONTENTS: EXISTING TREE PLAN DATE: October 15, 2012 SHEET: L1.0 ® COPYRIGHT 2012 AZIMUTH : ARCHITECTURE, INC. Site Data Summary Table Detailed PD Conditions: 1. Proposed use has greater than 20% warehouse 2. Proposed building has 10% masonry 3. Proposed site plan has greater than 50% of parking in the front of building. /. s 1. 8' BP �6 / UNKNOWN 4 C mss!.a� 3' Curb Opening Spaced @ 9 U�O.C. 6' TREE UNKNOWN 2J' 700' ::1 "B j ... / "B Applicant Owner �� L /. ° 9 TREE UNKNOWN Azimuth Architecture, Inc. DFW Canyon Partners, Ltd. 9661 Audelia Rd. Suite 333-66 3811 Turtle Creek Blvd. #730 8. Bp.....•... y Dallas, TX 75238 Dallas, TX 75219 Telephone (21 4) 261-9060 Telephone (21 4) 520-7800h / o LO 5' REE UNKNOWN Contact: John Taylor Contact: Richard Crow Q ce Engineer Surveyor 0 9' 63' 10.7" c� / / ° Spiars Engineering, Inc. Miller Surveying, Inc. ��� �a �� f/,. 3 °` 3 Curb Opening TBPE No. F-2121 430 Mid Cities Blvd. ��� /.j LCD pace Space 9 O.C. , Suite 100 HurstTexas 76054 .� `a� 3' d @ 765 Custer Road, � `off 2' Overhang Plano, Texas 75075 Telephone (817) 577-1052 `� 1.10"BP'/ Telephone (972) 422-0077 C3 r\ 12.8" 2 4' REE UNKNOWN Contact: Kevin Wier 2 ° C cn _ I Pro FB 1 / )TyP ) 3 / e m lu 13.9"B CP FoTc. LQ yP ) -/ - -- - - v, o M T TREE UNKNOWN 0314.9 BP /... J � • 8" BP �� / 2 �' R - - - - - - - - - - - - - - - oGi`a �°O� 492CD �� v I � • / `aha/ . �o�'\ I ° 0 16.11' BP / 1 17 10' BP ERC T (� / PropI LO i 5' 0 ,A 12'+) LO /.: ✓` . ru ivrtL GnFr iA.Ii-.Iv / / LOUH L 5 60 S F MAX 0 O Prop. Canopy 140 00' SYNOPSIS Zoning LOT 1 R1 A. BLOCK 1 PD -171R2 -HC Land Use Office, Showroom, Warehouse Lot Area 6.59 Ac. (287,270 Sq. Ft.) Building Footprint Area 67,600 Sq. Ft. Building Height 36'-0" Lot Coverage 19.1% Of Site Floor Area Ratio 0.235:1 PARKING Parking Ratio: Office: 1 Sp./300 Sq. Ft.=34 Sp 11,548 s.f. (13.6%) Showroom: 1 Sp./300 Sq. Ft.=50 Sp (22) trees, 3" cal. Warehouse: 1 Sp./1,000 Sq. Ft.=42 Sp Required Total Parking: 126 Spaces Provided Total Parking: 155 Spaces (Incl. HC) Accessible Parking Required 6 Spaces Accessible Parking Provided 7 Spaces + 15 CP Chinese Pistache PD Conditions: 1. Proposed use has greater than 20% warehouse 2. Proposed building has 10% masonry 3. Proposed site plan has greater than 50% of parking in the front of building. /. s 1. 8' BP �6 / UNKNOWN 4 C mss!.a� 3' Curb Opening Spaced @ 9 U�O.C. 6' TREE UNKNOWN 2J' 700' ::1 "B j ... / "B Applicant Owner �� L /. ° 9 TREE UNKNOWN Azimuth Architecture, Inc. DFW Canyon Partners, Ltd. 9661 Audelia Rd. Suite 333-66 3811 Turtle Creek Blvd. #730 8. Bp.....•... y Dallas, TX 75238 Dallas, TX 75219 Telephone (21 4) 261-9060 Telephone (21 4) 520-7800h / o LO 5' REE UNKNOWN Contact: John Taylor Contact: Richard Crow Q ce Engineer Surveyor 0 9' 63' 10.7" c� / / ° Spiars Engineering, Inc. Miller Surveying, Inc. ��� �a �� f/,. 3 °` 3 Curb Opening TBPE No. F-2121 430 Mid Cities Blvd. ��� /.j LCD pace Space 9 O.C. , Suite 100 HurstTexas 76054 .� `a� 3' d @ 765 Custer Road, � `off 2' Overhang Plano, Texas 75075 Telephone (817) 577-1052 `� 1.10"BP'/ Telephone (972) 422-0077 C3 r\ 12.8" 2 4' REE UNKNOWN Contact: Kevin Wier 2 ° C cn _ I Pro FB 1 / )TyP ) 3 / e m lu 13.9"B CP FoTc. LQ yP ) -/ - -- - - v, o M T TREE UNKNOWN 0314.9 BP /... J � • 8" BP �� / 2 �' R - - - - - - - - - - - - - - - oGi`a �°O� 492CD �� v I � • / `aha/ . �o�'\ I ° 0 16.11' BP / 1 17 10' BP ERC T (� / PropI LO i 5' 0 ,A 12'+) LO /.: ✓` . ru ivrtL GnFr iA.Ii-.Iv / / LOUH L 5 60 S F MAX 0 O Prop. Canopy 140 00' Requirements: 10% of gross parking and loading area to be landscape. One (1) Block 1. Lot 1 R1 A 12% of total number parking spaces 287,270 SF/6.5948 Ac. Pr 30 Clear Warehouse 42,000 SF Bldg. F QTY. TYPE FF=492.50 I I 11 1 �L U N-� ° ccI N I73_ �o �L CE i f d Oq'�� IPP Trash I . :. I % Compactor I400'I I 18.00' CV 1 n.' N ti I ill c I II I 1 Trench 1� Drain Lcc)_1 0.. ci c o co co IIaa-1 1 18.00 ,'I- � ? r Trench � 4 Drain CE Trash o Compactor C _ r 1 Pro 3j 1 0 cc C b y L 1 21 DB 10' anitary S wer Ease nent LIC) o: D ° ng )no, )TyP,) LANDSCAPE NOTES 1. Contractor shall verify all existing and proposed site elements and notify Architect of any discrepancies. Survey data of existing conditions was supplied by others. 2. Contractor shall locate all existing underground utilities and notify Architect of any conflicts. Contractor shall exercise caution when working in the vicinity of underground utilities. 3. Contractor is responsible for obtaining all required landscape and irrigation permits. 4. Contractor to provide a minimum 2% slope away from all structures. 5. All planting beds and lawn areas to be separated by steel edging. No steel to be installed adjacent to sidewalks or curbs. 6. All landscape areas to be 100% irrigated with an underground automatic irrigation system and shall include rain and freeze sensors. 7. All lawn areas to be Solid Sod Bermudagrass, unless otherwise noted on the drawings. LANDSCAPE TABULATIONS PERIMETER LANDSCAPE Requirements: Street Frontage shall contain a 15' landscape buffer with one (1) tree, 3" cal. 12" above ground, per 50 I.f. and 30" ht. parking lot screen: hedge or berm. Perimeter landscape areas shall contain a 10' landscape buffer along property lines with one (1) tree, 3" cal. 12" above ground, per 501.f. Sam Rayburn Tollway: (945.94 I.f.) Required Provided (19) trees, 3" cal. (19) trees, 3" cal. Canyon Drive: (612.741.f.) Required Provided (12) trees, 3" cal. (12) new trees, 3" cal. East Property Line: (792.65 I.f.) Required Provided (16) trees, 3" cal. (16) trees, 3" cal. NOTE: 6" curb will protect landscape areas from vehicular encroachment INTERIOR LANDSCAPE Requirements: 10% of gross parking and loading area to be landscape. One (1) tree per 400 s.f. of required landscape area. 12% of total number parking spaces shall be planting islands with trees. Parking Lot: 84,837 s.f. Total Required Parking Spaces: 126 F QTY. TYPE Total Provided Parking Spaces: 155 BOTANICAL NAME Required Provided Parking Lot Parking Lot 8,483 s.f. (10%) 11,548 s.f. (13.6%) (22) trees, 3" cal. (22) trees, 3" cal. OPEN SPACE Ulmus crassifolia Requirements: 15% of lot not covered by buildings to be landscape open space. One (1) tree per 2500 s.f. of open space. 10 CM Total Lot Area: 287,270 s.f. Total Building Area: 67,600 s.f. Area Exclusive of Building: 219,670 s.f. Required Provided 32,950 s.f. (15%) 33,740 s.f. (15.3%) (13) trees, 3" cal. (23) trees, 3" cal. SUMMARY Total trees required: (82) trees Total trees provided: (92) New Shade trees, 3" cal. (24) New Evergreen Ornmtl. 7' -8' ht. (10) New Flowering Ornmtl. 7'-8' ht. SOLID SOD NOTES 1. Fine grade areas to achieve final contours indicated. Leave areas to receive topsoil 3" below final desired grade in planting areas and 1 " below final grade in turf areas. 2. Adjust contours to achieve positive drainage away from buildings. Provide uniform rounding at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 3. All lawn areas to receive solid sod shall be left in a maximum of 1" below final finish grade. Contractor to coordinate operations with on-site Construction Manager. 4. Contractor to coordinate with on-site Construction Manager for availability of existing topsoil. 5. Plant sod by hand to cover indicated area completely. Insure edges of sod are touching. Top dress joints by hand with topsoil to fill voids. 6. Roll grass areas to achieve a smooth, even surface, free from unnatural undulations. 7. Water sod thoroughly as sod operation progresses. 8. Contractor shall maintain all lawn areas until final acceptance. This shall include, but not limited to: mowing, watering, weeding, cultivating, cleaning and replacing dead or bare areas to keep plants in a vigorous, healthy condition. 9. Contractor shall guarantee establishment of an acceptable turf area and shall provide replacement from local supply if necessary. 10. If installation occurs between September 1 and March 1, all sod areas to be over -seeded with Winter Ryegrass, at a rate of (4) pounds per one thousand (1000) square feet. MAINTENANCE NOTES 1. The Owner, tenant and their agent, if any, shall be jointly and severally responsible for the maintenance of all landscape. 2. All landscape shall be maintained in a neat and orderly manner at all times. This shall include mowing, edging, pruning, fertilizing, watering, weeding and other such activities common to landscape maintenance. 3. All landscape areas shall be kept free of trash, litter, weeds and other such material or plants not part of this plan. 4. All plant material shall be maintained in a healthy and growing condition as is appropriate for the season of the year. 5. All plant material which dies shall be replaced with plant material of equal or better value. 6. Contractor shall provide separate bid proposal for one year's maintenance to begin after final acceptance. GENERAL LAWN NOTES 1. Fine grade areas to achieve final contours indicated on civil plans. 2. Adjust contours to achieve positive drainage away from buildings. Provide uniform rounding at top and bottom of slopes and other breaks in grade. Correct irregularities and areas where water may stand. 3. All lawn areas to receive solid sod shall be left in a maximum of 1"below final finish grade. Contractor to coordinate operations with on-site Construction Manager. 4. Imported topsoil shall be natural, friable soil from the region, known as bottom and soil, free from lumps, clay, toxic substances, roots, debris, vegetation, stones, containing no salt and black to brown in color. 5. All lawn areas to be fine graded, irrigation trenches completelysettled, and finish grade approved by the Owner's Construction Manager or Architect prior to installation. 6. All rocks 3/4" diameter and larger, dirt clods, sticks, concrete spoils, etc. shall be removed prior to placing topsoil and any lawn installation 7. Contractor shall provide (1) one inch of imported topsoil on all areas to receive lawn. CITY OF COPPELL NOTES 1. Irrigation controller shall include a surge protection device, freeze detector and rain sensor. 2. Landscape plans shall be signed and sealed by a licensed Landscape Architect. 3. Irrigation plans shall be signed and sealed by a licensed Irrigation Designer. 4. Irrigation meter will require assessment by the City of Coppell Water Utilities. 5. All landscape areas to be 100% irrigated with an automatic underground irrigation system. ° PLANT LIST TREES F QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS + 5 BC Bald Cypress Taxodium distichum 3" cal. container grown, 13' ht., 5' spread min., S clear trunk 14 CE Cedar Elm Ulmus crassifolia 3" cal. B&B, 13' ht. 5' spread min. 10 CM Crepe Myrtle'Red' Lagerstroemia indica 'Red' 7' ht. container grown, 3-5 cane, no cross caning + 15 CP Chinese Pistache Pistachia chinensis 3" cal. B&B, 14' ht. 5' spread min. 24 ERC Easten Red Cedar Juniperus virginiana 7' ht. B&B, full to base 34 LO Live Oak Quercus virginiana 3" cal. container grown, 13' ht. min., 5' spread min. Q + 24 RO Red Oak'Shumard' Quercus shumardii 3" cal. container grown, 13' ht. min., 5' spread min. SHRUBS L QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS ° 310 DBH Dwarf Burford Holly Ilex cornuta 'Burfordii nana' 5 gal. min. container, full plant, 30" ht. min., 36" o.c. 223 DTS Dwarf Texas Sage'Compactum' Leucophyllum sp. 'Compactum' 5 gal. min. container, full plant, 30" ht. min., 36" o.c. NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. 1 10.15.12 Site Plan Submittal 2 11.01.12 RO Cen.Angle -z4'424uCAN` ,O� D�I` ,� Y V Water Esmt. Prop. Monument 48 6 5 By Plat -- Sign DBH RO LO 20'x15' LO (60' Right -of -Way dedicated by plat 8109412568) Decorative Paving Per Water Esmt. y of Copell Details Decorative Pavin Per Cit Concrete Pavement By Plat City of Copell Details WISENBAKER OFFICE BUILDING LOT 1 R1 A, BLOCK 1 GTE SHARED SERVICES CENTER ADDITION COPPELL, DALLAS COUNTY, TEXAS smr landscape architects, inc. 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871.0083 Fax 214.871.0545 Email smr@smr-la.com OLANDSCAPE PLAN SCALE: 1"=40'-O" 0 20 40 80 9661 Audelia Road Suite 333-66 Dallas, Texas 75238 214.261.9060 J a W SHEET CONTENTS: LANDSCAPE PLAN DATE: October 15, 2012 SHEET: L1.1 ® COPYRIGHT 2012 AZIMUTH : ARCHITECTURE, INC. W � O U_ X L� L� F_ o CL CL � O L O >11 H M M VW_ J U m O 1 10.15.12 Site Plan Submittal 2 11.01.12 DRC COMMENTS 3 11.06.12 P&Z Submittal u� 4 M > W 5 tY J a W SHEET CONTENTS: LANDSCAPE PLAN DATE: October 15, 2012 SHEET: L1.1 ® COPYRIGHT 2012 AZIMUTH : ARCHITECTURE, INC. SECTION 02900 - LANDSCAPE PART 1 -GENERAL 1.1 REFERENCED DOCUMENTS Refer to bidding requirements, special provisions, and schedules for additional requirements. 1.2 DESCRIPTION OF WORK Work included: Furnish all supervision, labor, materials, services, equipment and appliances required to complete the work covered in conjunction with the landscaping covered in these specifications and landscaping plans, including: 1. Planting (trees, shrubs, and grass) 2. Bed preparation and fertilization 3. Notification of sources 4. Water and Maintenance until final acceptance 5. Guarantee 1.3 REFERENCE STANDARDS A. American Standard for Nursery Stock published by American Association of Nurserymen: 27 October 1980, Edition; by American National Standards Institute, Inc. (Z60.1) - plant material. B. American Joint Committee on Horticultural Nomenclature: 1942 Edition of Standardized Plant Names. C. Texas Association of Nurserymen, Grades and Standards. D. Hortis Third, 1976 - Cornell University 1.4 NOTIFICATION OF SOURCES AND SUBMITTALS A. The Contractor shall, within ten (10) days following acceptance of bid, notify the Architect/Owner of the sources of plant materials and bed preparation required for the project. B. Samples: Provide representative quantities of sandy loam soil, mulch, bed mix material, gravel, and crushed stone. Samples shall be approved by Architect before use on project. C. Product Data: Submit complete product data and specifications on all other specified materials. D. Submit three representative samples of each variety of ornamental trees, shrubs, and groundcover plants for Architect's approval. When approved, tag, install, and maintain as representative samples for final installed plant materials. E. File Certificates of Inspection of plant material by state, county, and federal authorities with Architect, if required. F. Soil Analysis: Provide sandy loam soil analysis if requested by the Architect. PART 3 - EXECUTION 3.1 BED PREPARATION & FERTILIZATION A. Landscape Contractor to inspect all existing conditions and report any deficiencies to the Owner. B. All planting areas shall be conditioned as follows: 1. Prepare new planting beds by scraping away existing grass and weeds as necessary. Till existing soil to a depth of six (6") inches prior to placing compost and fertilizer. Apply fertilizer as per manufacturers recommendations. Add six (6") inches of compost and till into a depth of six (6") inches of the topsoil. Apply organic fertilizer such as Sustane or Green Sense at the rate of twenty (20) pounds per one thousand (1,000) square feet. 2. All planting areas shall receive a two (2") inch layer of specified mulch. 3. Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil as needed) free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9") inch layers and watered in thoroughly. C. Grass Areas: 1. Areas to be Solid Sod Bermudagrass: Blocks of sod should be laid joint to joint, (staggered joints) after fertilizing the ground first. Roll grass areas to achieve a smooth, even surface. The joints between the blocks of sod should be filled with topsoil where they are evidently gaped open, then watered thoroughly. 2. Areas to be Hydromulch Common Bermudagrass: Hydromulch with bermudagrass seed at a rate of two (2) pounds per one thousand (1,000) square feet. Use a 4' x 8' batter board against the bed areas. 3.2 INSTALLATION A. Maintenance of plant materials shall begin immediately after each plant is delivered to the site and shall continue until all construction has been satisfactorily accomplished. B. Plant materials shall be delivered to the site only after the beds are prepared and area ready for planting. All shipments of nursery materials shall be thoroughly protected from the drying winds during transit. All plants which cannot be planted at once, after delivery to the site, shall be well protected against the possibility of drying by wind and sun. Balls of earth of B & B plants shall be kept covered with soil or other acceptable material. All plants remain the property of the Contractor until final acceptance. C. Position the trees and shrubs in their intended location as per plan. D. Notify the Landscape Architect for inspection and approval of all positioning of plant materials. E. Excavate pits with vertical sides and horizontal bottom. Tree pits shall be large enough to permit handling and planting without injury to balls of earth or roots and shall be of such depth that, when planted and settled, the crown of the plant shall bear the same relationship to the finish grade as it did to soil surface in original place of growth. JOB CONDITIONS A. General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any portion of landscape installation, General Contractor shall leave planting bed areas three (3") inches below finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to receive solid sod shall be left one (1 ") inch below the finish grade of sidewalks, drives, and curbs. All construction debris shall be removed prior to Landscape Contractor beginning any work. B. General Contractor shall provide topsoil as described in Section 02200 - Earthwork. C. Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. The Owner cannot be held responsible for theft or damage. 1.6 MAINTENANCE AND GUARANTEE A. Maintenance: 1. The Landscape Contractor will be held responsible for the maintenance of all work from the time of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be accepted unless they show a healthy growth and satisfactory foliage conditions. 2. Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning of trees, mowing of grass, cleaning up and all other work necessary of maintenance. 3. A written notice requesting final inspection and acceptance should be submitted to the Owner at least seven (7) days prior to completion. An on-site inspection by Owner and Landscape Contractor will be completed prior to written acceptance. 4. After final acceptance of installation, the Landscape Contractor will not be required to do any of the above listed work. B. Guarantee: 1. Trees shall be guaranteed for a twelve (12) month period after acceptance. Shrubs and groundcover shall be guaranteed for twelve (12) months. The Contractor shall replace all dead materials as soon as weather permits and upon notification of the Owner. Plants, including trees, which have partially died so that shape, size, or symmetry has been damaged, shall be considered subject to replacement. In such cases, the opinion of the Owner shall be final. a. Plants used for replacement shall be of the same size and kind as those originally planted and shall be planted as originally specified. All work, including materials, labor and equipment used in replacements, shall carry a twelve (12) month guarantee. Any damage, including ruts in lawn or bed areas, incurred as a result of making replacements shall be immediately repaired. b. At the direction of the Owner, plants may be replaced at the start of the next year's planting season. In such cases, dead plants shall be removed from the premises immediately. c. When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as originally specified and reinspected for full compliance with Contract requirements. All replacements are to be included under "Work" of this section. F. Shrub and tree pits shall be no less than two (2') feet, twenty-four (24") inches, wider than the lateral dimension of earth ball and six (6") inches deeper than it's vertical dimension. Remove and haul from site all rocks and stones over one (1") inch in diameter. Plants should be thoroughly moist before removing containers. G. Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at the surface of the ground. The sides of the hole should be rough and jagged, never slick or glazed. H. Percolation Test: Fill the hole with water. If the water level does not percolate within 24 hours, the tree needs to move to another location or have drainage added. Install a PVC stand pipe per tree planting detail as approved by the Landscape Architect. I. Backfill only with 5 parts existing soil or sandy loam and 1 part bed preparation. When the hole is dug in solid rock, topsoil from the same area should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap from the top 1/3 of the ball, as well as all nylon, plastic string and wire mesh. Container trees will usually be pot bound, if so follow standard nursery practice of 'root scoring'. J. Do not wrap trees. K. Do not over prune. L. Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the area above the top of the ball and mulch with at least two (2") inches of specified mulch. M. All plant beds and trees to be mulched with a minimum settled thickness of two (2") inches over the entire bed or pit. N. Obstruction below ground: In the event that rock, or underground construction work or obstructions are encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Owner. Where locations cannot be changed, the obstructions shall be removed to a depth of not less than three (3) feet below grade and no less than six (6") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rock or underground obstructions encountered at the cost of the Landscape Contractor. O. Trees and large shrubs shall be staked as site conditions require. Position stakes to secure tree against seasonal prevailing winds. P. Pruning and Mulching: Pruning shall be directed by the Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by National Arborist Association. 1. Dead wood or suckers and broken badly bruised branches shall be removed. General tipping of the branched is not permitted. Do not cut terminal branches. 2. Pruning shall be done with clean, sharp tools. 3. Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2") inches in depth. This limit of the organic material O. Steel Curbing Installation: 1. Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2. All steel curbing shall be free of kinks and abrupt bends. 3. Top of curbing shall be 3/4" maximum height above grade. 1. Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 2. Do not install steel edging along sidewalks. 3. Cut steel edging at 45 degree angle where edging meets sidewalk. 3.3 CLEANUP AND ACCEPTANCE A. Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing at end of each days work. END OF SECTION 2. The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3. The above guarantee shall not apply where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4. Acceptance for all landscape work shall be given after final inspection by the Owner provided the job is in a completed, undamaged condition, and there is a stand of grass in all lawn areas. At this time, the Owner will assume maintenance on the accepted work. C. Repairs: Any necessary repairs under the Guarantee must be made within ten (10) days after receiving notice, weather permitting, and in the event the Landscape Contractor does not make repairs accordingly, the Owner, without further notice to Contractor, may provide materials and men to make such repairs at the expense of the Landscape Contractor. 1.7 QUALITY ASSURANCE A. General: Comply with applicable Federal, State, County and Local regulations governing landscape materials and work B. Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C. Selection of Plant Material: 1. Make contact with suppliers immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will insure the purchased materials will meet and/or exceed project specifications. 2. Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection, source and delivery schedules to site. 3. Owner and/or Architect shall inspect all plant materials when reasonable at place of growth for compliance with requirements for genus, species, cultivar/variety, size and quality. 4. Owner and/or Architect retains the right to further inspect all plant material upon arrival at the site and during installation for size and condition of root balls, limbs, branching habit, insects, injuries, and latent defects. 5. Owner and/or Architect may reject unsatisfactory or defective material at any time during the process of work. Remove rejected materials from the site immediately. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING A. Preparation: 1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape, and future development. 2. Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root mass. 4" DIA. PERFORATED PVC PIPE WI CAP PAINTED BLACK A. Delivery: 1. Deliver packaged materials in sealed containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. 2. Deliver only plant materials that can be planted in one day unless adequate storage and watering facilities are available on job site. 3. Protect root balls by heeling in with sawdust or other approved moisture retaining material if not planted within 24 hours of delivery. 4. Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5. Notify Architect of delivery schedule 72 hours in advance so plant material may be observed upon arrival at job site. 6. Remove rejected plant material immediately from site. 7. To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or stems. PART 2 -PRODUCTS 2.1 PLANTS A. General: Well -formed No. 1 grade or better nursery grown stock. Listed plant heights are from tops of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to the outer leaf tips. Plants will be individually approved by the Architect and his decision as to their acceptability shall be final. B. Quantities: The drawings and specifications are complimentary. Anything called for on one and not the other is as binding as if shown and called for on both. The plant schedule is an aid to bidders only. Confirm all quantities on plan. C. Quality and size: Plant materials shall conform to the size given on the plan, and shall be healthy, symmetrical, well -shaped, full branched, and well rooted. The plants shall be free from injurious insects, diseases, injuries to the bark or roots, broken branches, objectionable disfigurements, insect eggs and larvae and are to be of specimen quality. D. Approval: All plant materials shall be subject to the approval of the Owner. All plants which are found unsuitable in growth, or in any unhealthy, badly shaped, or undersized condition, will be rejected by the Landscape Architect, either before or after planting, and shall be removed at the expense of the Landscape Contractor and replaced with acceptable plants as specified. E. Trees shall be healthy, full -branched, well -shaped and shall meet the trunk diameter and height requirements of the plant schedule. Balls shall be firm, neat, slightly tapered, and well wrapped in burlap. Any tree loose in the ball or with broken ball at time of planting will be rejected. Balls shall be ten (10") inched in diameter for each one (1 ") inch of trunk diameter, Measured six (6") inched above ball. Nomenclature conforms to the customary nursery usage: for clarification, the term "multi -trunk" defines a plant having three (3) or more trunks of nearly equal diameter. F. Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect, shall be executed by the Landscape Contractor at no additional cost to the Owner. O � TREE PLANTING DETAIL NOT TO SCALE DO NOT CUT CENTRAL LEADER REFERENCE PLAN FOR TREE TYPE RUBBER HOSE 2 STRANDS NO. 12 GAUGE GALVANIZED WIRE, TWISTED 2" LAYER MULCH, REF. SPECIFICATIONS 0.111C.1 11, 110 rk W1. nrt (3) METAL T -POST PAINTED GREEN TRIANGULAR SPACING FINISH GRADE SCARIFY SIDES ROOTBALL, DO NOT DISTURB. TOP OF ROOTBALL TO BE SET 1" ABOVE EXISTING GRADE. REMOVE TOP 113 BURLAP. NATIVE SOIL, REF. SPECIFICATIONS CRUSHED ROCK NOTE: LOCATE STAKES OUTSIDE OF TREE WELL. POSITION STAKES TO SECURE TREE AGAINST SEASONAL PREVAILING WINDS. 2.2 SOIL PREPARATION MATERIALS A. Sandy Loam: 1. Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2. Physical properties as follows: Clay - between 7-27 percent Silt - between 15-25 percent Sand - less than 52 percent 3. Organic matter shall be 3%-10% of total dry weight. 4. If requested, provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B. Organic Material: Compost with a mixture of 80% vegetative matter and 20% animal waste. Ingredients should be a mix of course and fine textured material. C. Premixed Bedding Soil as supplied by Vital Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gro Municipal Mix as supplied by Soil Building Systems, Dallas, Texas or approved equal. D. Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. E. Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. Living Earth Technologies or approved equal. F. Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required applications. Fertilizer shall be delivered to the site in original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. A. Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen source to be a minimum 50% slow release organic Nitrogen (SCU or UF) with a minimum 8% sulphur and 4% iron, plus micronutrients. B. Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other approved organic material. 2.3 MISCELLANEOUS MATERIALS A. Steel Edging: Shall be Ryerson "Estate Curbing", 1/8" x 4" with stakes 4' on center. B. Staking Material for Shade Trees: 1. Post: Studded T -Post, #1 Armco with anchor plate; 6'-0" length; paint green. 2. Wire: 12 gauge, single strand, galvanized wire. 3. Rubber hose: 2 ply, fiber reinforced hose, minimum Y2 inch inside diameter. Color: Black. C. Gravel: Washed native pea gravel, graded 1 in. to 1-1/2 in. D. Filter Fabric: Mirafi 140N by Celanese Fibers Marketing Company, available at Loftland Co., (214) 631-5250 or approved equal. SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS 112" MINIMUM BETWEEN TOP OF MULCH AND TOP OF CONCRETE SIDEWALK II�IIIIII�IIIIII�_ 04 SIDEWALK/ MULCH DETAIL no steel along sidewalks NOT TO SCALE 02 STEEL EDGING DETAIL NOT TO SCALE SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS MULCH PER SPECIFICATIONS 118" X 4" GREEN STEEL EDGING WITH STAKES 1/2" MAXIMUM LAWN NOTE: NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS REF. PLAN FOR SHRUB TYPE (17 2" LAYER OF SPECIFIED BARK MULCH G L w p p-1 oc v, FINISH GRADE ROOTBALL, DO NOT DISTURB PREPARED SOIL MIX PER SPECS. 1•, ' �� - - 6" MIN OF PREPARED SOIL MIX SPACING PER 6" PLANT LIST 93 SHRUB / GROUNDCOVER DETAIL NOT TO SCALE 9661 Audelia Road Suite 333-66 Dallas, Texas 75238 214.261.9060 TILLED INTO EXISTING SOIL TO A DEPTH OF 6" J a W NATIVE SOIL U) NOTE: POCKET PLANTING NOT . SHEET CONTENTS: ALLOWED LANDSCAPE SPECIFICATIONS DATE: October 15, 2012 smr landscape architects, inc. SHEET: 1708 N. Griffin Street ■ Dallas, Texas 75202 Tel 214.871.0083Fax L1.2 214.871.0545 Email smr@smr-la.com ®COPYRIGHT 2012 AZIMUTH ARCHITECTURE, INC. r W U_ X o ^) ii CL O ^^++n `W O` 11 ■ r. H Z M r ' W_ J U v m O 1 10.15.12 Site Plan Submittal 2 11.01.12 DRC COMMENTS 3 11.06.12 P&Z Submittal o_ 4 > W 5 TILLED INTO EXISTING SOIL TO A DEPTH OF 6" J a W NATIVE SOIL U) NOTE: POCKET PLANTING NOT . SHEET CONTENTS: ALLOWED LANDSCAPE SPECIFICATIONS DATE: October 15, 2012 smr landscape architects, inc. SHEET: 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871.0083Fax L1.2 214.871.0545 Email smr@smr-la.com ®COPYRIGHT 2012 AZIMUTH ARCHITECTURE, INC. "'"'TED METAL LOUVER 15 EAST ELEVATION Scale: 1/16" = 1'-0" ALUMINUM ^' STO PAINT COLOR SELECTION: COLOR 1: SHERWIN WILLIAMS PAINTI - SW 7044 Amazing Gray (Metal Canopy) TILTWALL COLOR 2: SHERWIN WILLIAMS TEXTUI - SW 7036 Accessible Beige (Wall Panels) MATERIALS SELECTION: MODULAR MASONRY: ARRISCRAFT STONE - MONTECITO SMOOTH, RS1158, 4 X 12 X 24 NOMINAL MODULAR BRICK: HANSON BRICK COMPANY - V240 VELOUR MODULAR STONE: QUALITY STONE QUARRY, FIELD HOUSE BLEND, 4-10 X RANDOM LENGTH. ALUMINUM FRAMES: CLEAR ANODIZED 2" v I i�,�F"" f V,�Ac��-M0011 -��"°AD" ■ 18013 1 10.15.12 DRC Submittal PLAN ALUMINUM LOGO SIGN. 9" PIN MOUNT ALUMINUM ADDRESS NUMERALS. PAINTED METAL TUBE 5 COURSE MODULAR MASONRY UNIT STACKED BOND AUSTIN STONE TO MATCH BUILDING. ELEVATION 08 TWO SIDED MONUMENT SIGN Scale: 1/4" = 1'-0" 10 NORTH ELEVATION Scale: 1/16" = 1'-0" TED CONCRETE VALL PANELS WITH 'URED TOPCOAT T.O. PARAPET - 136' -0" TED OVERHEAD DOOR TED STEEL CANOPY 0 "AGE AREA 200 S.F. MAX 06 SOUTH ELEVATION Scale: 1/16" = 1'-0" /IINUM CURTAINWALL JE AND BRICK .ER TED CONCRETE NALL PANELS WITH 'URED TOPCOAT TED OVERHEAD DOOR TED STEEL CANOPY jk B.O. CANOPY 114'-2" "AGE AREA 200 S.F. MAX 03 WEST ELEVATION Scale: 1/16" = 1'-0" TED CONCRETE NALL PANELS WITH -URED TOPCOAT JE AND BRICK .ER NJW_1:4LVA I_6Y•]aI-.ValjaIII ►1nL1LVA K4 t1i V 11aIaLUTIaII TED STEEL CANOPY F. F. E. 100'-0" T.O. PARAPET 136'-0" 2ND FINISH FLR 115'-0" B.O. CANOPY 114'-2" F. F. E. 100'-0" T.O. PARAPET 136'-0" 2ND FINISH FLR 115'-0" B.O. CANOPY 114'-2" F. F. E. 100'-0" jk T.O. PARAPET 136'-0" 2ND FINISH FLR 115'-0" B.O. CANOPY 114'-2" 100'-0" H Z Lu J U 9660 Audelia Road Suite 123-66 Dallas, Texas 75238 214.261.9060 www.azimutharc.com 00 m O 18013 1 10.15.12 DRC Submittal 2 11.01.12 DRC Meeting 3 11.06.12 P&Z Submittal 4 5 6 Z 7 o$ Lu 9 J Q Lu SHEET CONTENTS: BUILDING ELEVATIONS DATE: November 6, 2012 SHEET: A7000 © COPYRIGHT 2012 AZIMUTH :ARCHITECTURE, INC. 18013 MPH 1,11 N � $II jM 'I N, 1 44a - Office & Design Center West Elevation 9660 Audelia Road Su to 12366 Dallas, Texas 75238 214 261.9060 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT GTE Shared Services Addition, Lots 1R1A-R, Block 1, Replat P&Z HEARING DATE: November 15, 2012 C.C. HEARING DATE: December 11, 2012 STAFF REP.: Matt Steer, City Planner LOCATION: NEC of Canyon Drive & S.H.121 SIZE OF AREA: 6.6 acres of property CURRENT ZONING: PD-l71R3-HC (Planned Development -171 -Revision 3 -Highway Commercial) REQUEST: Being a replat of Lot 1R1A of the GTE Shared Services Addition, to establish a fire lane and utility easements to support the development of 67,000 -square -foot office/showroom/warehouse building. APPLICANT: Owner DFW Canyon Partners, Ltd. Richard Crow, Vice Pres. 3811 Turtle Creels Blvd. Suite 730 Dallas, TX. 75219 (214) 520-7800 email: rlcrowLmyerscrow.com Architect Azimuth Arch., Inc. John Taylor 9661 Audelia Rd. Suite 333-66 Dallas, TX. 75238 (214) 261-9060 email: ita, for &aziumutharc.com HISTORY: A portion of this property was initially platted in 1981, but no development occurred. In 1991, zoning on the property was changed from LI to HC. It was changed again in September 1998 to PD -171 -HC when GTE Shared Services proposed a plan that showed two, five -story, 250,605 -square -foot mid -rise office buildings on a 23 -acre parcel. One building was constricted in 1999. GTE went through a restructuring and re -organization period in 2000 with Verizon occupying the building. The second building was never built. In March of 2009, a request was approved to replat Lot 1, Block 1, into two lots (Lot 1R1 and 1R2, Block 1), to allow for separate ownership of each lot. The existing five -story building is located on Lot 1R2. In April of 2010, a request to permit a 3,300 - square -foot screened mechanical yard, modifying existing loading, parking and landscape areas was approved by City Council on this same lot. In June 2012, Council approved a zoning change request to revise the Conceptual Site Plan (the location of the subject property) and to attach a Detail Site Plan for an 11,077 - square -foot office building, which is located to the east of the subject property and is currently under constriction. ITEM = 5 Page 1 of 2 TRANSPORTATION: State Highway 121 is an existing four -lane divided, concrete highway with two-lane service roads in a 440 -foot right-of-way that will eventually be widened. Canyon Drive is a 44 -foot -wide concrete two-lane street built within a 60 -foot right-of-way. Coppell Road is a two-lane undivided road with 37 feet of pavement within a 50 - foot right-of-way, north of this property. SURROUNDING LAND USE & ZONING: North: Five -story office building; PD -171 -R2 -HC South: Office buildings; HC East: Five -story office building; PD -171 -R2 -HC West: State Highway 121; HC COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as Freeway Special District. DISCUSSION: This is the companion request to the Detailed Planned Development heard earlier. The purpose of the replat is to dedicate fire lane and utility easements for the development of the office/warehouse lot and to depict the new property line as a result of the area recently acquired by the State of Texas for SH 121 expansion. Staff is in support of this request and is recommending approval. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the replat subject to the following conditions being met: 1. There will be additional comments during detailed engineering plan review. 2. A tree removal permit is required prior to the start of constriction. 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. Replat ITEM Page 2 of 2 Vicinity Map FSS Location d Q A� CANYON ~ 2 QiJ RD � p OC LU CD w = 0_ U)�P ov z W SANDY LAKE RD W_ 1/2" MILLER 56,65" \ capped steel.rodse� \ / XQN 1/2" "HALFF ASSOC" capped steel rod found G� �ti0 X) �0 / to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency �QZ� �0� of its respective right or ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of / its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). Water main and waste water easements shall also include additional areas of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation 10 Storm Drain Easement and maintenance of manholes, cleanouts, fire hydrants, water services and waste water services from the main to the curb or pavement line, and description of such additional easements herein granted �yY Doc. No.'s 200900132992 shall be determined by their location as installed. 0 50 100 150 lC Y &200900156682R.P.R.D.C.T. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. Graphic Scale in Feet / "y WITNESS, my hand this the day of , 20 S 88026'15"E 234.05' Richard Crow ��� �- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / DFW Canyon Partners, Ltd. :. STATE OF TEXAS w / COUNTY OF DALLAS L - 46.99' N 88026'15"W 152.93 BEFORE ME, the undersigned, a Notary Public in and for said Count and State, on this da �i % �� x'� / g y y y personally appeared Richard Crow of DFW Canyon Partners, Ltd. known to me to be the person and officer whose R - 30.00' / p� / / 6 1 - // / name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated. A - 89044'30" �� �� °��/ C7 C-6 \ / / GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 120 C7 5 / L-25.30' L-47.12' 1 '" L -144.36' �w�ti�°� / �N/ /.<� R _ 30 00' R _ 30 00' U // LOT 1 R2 1y Z� /^< 1b A 48019'03"90000,001, ` DOC. NO. 200900124402 M.R.D.C.T. Notary Public in and for the State of Texas R - 30.00 5� / ti A - 84042'23"C-13� D��ti 1 \ \ L - 18.00' C-11/ �'S� 1 \ \ SURVEYOR'S CERTIFICATE R - 30.00 C-14 A - 34023'08" O / I W �C I \ \ KNOW ALL MEN BY THESE PRESENTS: L - 65.89' / 1 a� 1 `��OI�CJ \ \ That I, Jason B. Rawlings, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an actual on the ground survey of the land; and the monuments shown hereon were found and/or placed under my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas. A - 104051'35" O`� , ��QjQ� �� N ��D \ \ / / Jason B. Rawlings, RPLS No. 5665 / b �� V C-8 LOT 1R1A-R I ICp M d�C�� / STATE OF TEXAS /a�G ��- L - 19.58' I 1 COUNTY OF TARRANT Ln R - 30.00' 6 5948 ACRES A - 37°24'00" I I M \ BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared Jason B. Rawlings, known to me to be the person and officer whose name is subscribed to 0 1 287,270 S.F. I 1 the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated. 00 o N 1 15- N \ GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of , 20 Ln w M M Al / �C9 M1 10 0 \ \ /( L - 39.14' 0 1 I cn \ \ Notary Public in and for the State of Texas R - 36.00 0 1 U' /� A - 6201708" 4' C-15 1 �L C-10 L - 17.32' L 32.62' & R - 30.00' 1 f R - 30.00 ° � A - 62017'08" A - 33 04 27 I 1 NO 1200 1 %� 2 0 1 \ C-19 \ L-44.05 \ 1 I / LOT 1R1B \ R - 104.00' UJ I 100 C-5 A- 24016'08" �� eti0 Ln I I L - 34.42' R - 30.00' rn \ \ 1/21, MILLER 5665" c' i �n A - 65043'52" •' capped steel rod set •�`� °i 1 � � _ _ U I , , 10 Sanitary Sewer Easement z \ z 1 o Doc. No.'s 200900156681 r _ _ _ _ _ _ _ - L - 60.81' \ 5/8" steel-�• � ti� I 10 & 200900132991 R.P.R.D. C. T. - - R - 130.00' rod found O Ln �v A - 26048'04" . 00I'0 1 a 1 o� S 88026'15"E i \ � 1 ? 1 I I M o 1 53.39h / C-2 1/21, "HALFF UtilityCompany Receipt Acknowledgement: p Y p g Oncor Atmos Energy: Time Warner: Verizon: C-16 w I I °i �, °lb L- 60.81 '° C-17 o N 88026'15"W Q'' - ry R - 130.00' 10'Private Drainage Easement L- 25.08' 1 >~ I d-- - h �, g 1 / °MILLER 5665" =� L - 24,79' I I z 32.00' `b CJ A - 26°48'04" per 201200179322 R.P.R.D.C. T. cappecTsteel rod set R - 30.00' 1 ^ I R - 30.00' C-3 V �' I & 201200193406R.P.R.D.C.T. A - 47053'37"i A - 47021'03" I I °�� \� \ �o L-47.12' N I I R - 30.00' �? A 90°00'00" - Length - 146.54' 18.01' �o ' 308.94' � T- v� '/ \ 48.14 ' 5/8" steel ' Radius - 339.73 rod found N 88026'15"W 466.20' 1/2" MILLER 5665" Cen. Angle - 24°42'48" 15' Utility Easement 15'x20' Water Easement C-1 Plat Doc. 200900124402 Plat D 10 cappzd steel rod set CANYON DRIVE (60' Right -of -Way dedicated by plat 81094/2568) oc._ 0900124402 CC4 L - 24.92' R - 30.00' A - 47035'10" FLOOD STATEMENT: Based on scalingthe lot shown hereon onto the FEMA Flood Insurance Rate Ma surveyed y p No. 48113CO135 J Rev. 8-23-2001),said lot lies within FEMA Zone X and does not lie within the FEMA designated 100 -year flood Iain. Miller Surveying, Inc. makes no statement as to the likelihood of the actual gp y g, flooding of said surveyed lot. Floodplain Development Permit Application No. _ has been filed with the City of Coppell floodplain administrator on 20 Floodplain Administrator Date L - 24.94' point of R - 30.00' 1' 15' Utility Easement A - 47038'20" beginning Plat Doc. 200900124402 Applicant: Azimuth Architecture, Inc. 9660 Audelia Road, Suite 123-66 Dallas, Texas 75238 214-261-9060 Contact: John Taylor DFW Canyon Partners, Ltd. 3811 Turtle Creek Blvd. Ste. 730 Dallas, Texas 75219 214-520-7800 Contact: Richard Crow capped steel rod four 1/2" "HALFF ASSOC" capped steel rod found 25'x25' Water Easement Plat Doc. 200900124402 LOT 2 DOC. NO. 200900124402, M.R.D.C.T. "Part 2" ofAccess Easement Doc. No.'s 200900132990 & 200900156683 R.P.R.D.C.T. 124402 Suiveywing, Inc, Residential - Commercial - Municipal 430 Mid Cities Blvd. Hurst, Texas 76054 817.577.1052 Fax 817.577.0972 www.MillerSurveying-inc.com Recommended for Approval: Chairman, Planning and Zoning Commission Date City of Coppell, Texas Approved and Accepted: Mayor Date City of Coppell, Texas The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of GTE Shared Services Center Addition, Lot 1 R1 A -R, Block 1, an addition to the City of Coppell was submitted to the City Council on the day of , 20, and the Council, 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 Council further authorized the Mayor to note the acceptance thereof by signing his name as hereinabove subscribed. Witness my hand this day of , A.D., 20_. City Secretary, City of Coppell, Texas PURPOSE STATEMENT: The reason for this replat is to add the firelane easement, and to reflect the area acquired by State of Texas for SH121. The Replat of Lot 1 R 1 A, Block 1, GTE Shared Services Center Addition into LOTS I R I A -R, BLOCK 1 GTE SHARED SERVICES CENTER ADDITION An addition to the City of c'.orpcll. Dallas Couiiiy, Texas Being 6.5948 acres out of the T. W. Cowsy Survey, Abstract No. 317 Date of plat preparation - October 12, 2012 Revised 10-31-2012 per City review comments Job No. 12019 • Plot File 12019 1R1A Replat State of Texas § County of Dallas § Owner's Acknowledgement and Dedication Whereas DFW Canyon Partners, Ltd. is the sole owner of the following described tract of land to wit: Being a tract of land out of the T. W. Cowsey Survey, Abstract No. 317 and situated in the City of Coppell, Dallas County, Texas, said tract being a portion of Lot 1R1A, Block 1, GTE Shared Services Center Addition, an addition to the City of Coppell, Texas according to the plat thereof recorded as Document No. 201200179322, Map Records, Dallas County, Texas and being more particularly described by metes and bounds as follows: Beginning at a 1/2 inch "MILLER 5665" capped steel rod set for the southeast corner of said Lot 1R1A, said rod being in the northerly right-of-way line of Canyon Drive; Thence North 88 degrees 26 minutes 15 seconds West with the southerly boundary line of said Lot 1R1A and said northerly right-of-way line a distance of 466.20 feet to a 5/8 inch steel rod found for the beginning of a curve to the right whose center bears North 01 degree 33 minutes 45 seconds East at 339.73 feet; "Part 1 " ofACcess Easement Thence northwesterly continuing with said southerly boundary line and said northerly right-of-way line and with said curve through a central angle of 24 degrees 42 minutes 48 seconds Doc. No.'s 200900132990 and an arc length of 146.54 feet to a 1/2 inch "MILLER 5665" capped steel rod set in the southerly right-of-way line of Sam Rayburn Tollway (State Hwy. 121) as established by the & 200900156683 R.P.R.D.C.T. Right -of -Way Deed to State of Texas recorded as Document No. 201200271719, Real Property Records, Dallas County, Texas, said rod being the beginning of Denial of Access set forth by said Right -of -Way Deed; Thence North 00 degrees 09 minutes 09 seconds West with the easterly right-of-way line of said Right -of -Way Deed and with said Denial of Access line a distance of 70.48 feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence North 38 degrees 57 minutes 45 seconds East continuing with said easterly right-of-way and said Denial of Access line, passing at 200.00 feet the end of said Denial of Access and continuing with said easterly right-of-way line a total distance of 361.92 feet to a 1/2 inch "MILLER 5665" capped steel rod set; Thence North 43 degrees 14 minutes 42 seconds East continuing with said easterly right-of-way line a distance of 513.54 feet to a 1/2 inch "MILLER 5665" capped steel rod set in the northeasterly boundary line of said Lot 1R1A; Thence South 43 degrees 05 minutes 34 seconds East with the northerly boundary line of said Lot 1R1A a distance of 69.40 feet to a 1/2 inch capped steel rod found for the northeast corner thereof; Thence South 01 degrees 32 minutes 38 seconds West with the easterly boundary line of said Lot 1R1A a distance of 723.25 feet to the point of beginning and containing 6.5948 acres of land as surveyed by Miller Surveying, Inc. in September 2012; NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That DFW Canyon Partners, Ltd. does hereby adopt this plat designating the herein described property as GTE Shared Services Center Addition, Lot 1111A and Lot 1R1B, Block 1, an addition to the City of Coppell, Texas and does hereby dedicate in fee simple, to the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and pl a Y p p Y p p Y / fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed, reconstructed or placed upon, over or / across the easements shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right �0 / to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency �QZ� �0� of its respective right or ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of / its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). Water main and waste water easements shall also include additional areas of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation 10 Storm Drain Easement and maintenance of manholes, cleanouts, fire hydrants, water services and waste water services from the main to the curb or pavement line, and description of such additional easements herein granted �yY Doc. No.'s 200900132992 shall be determined by their location as installed. 0 50 100 150 lC Y &200900156682R.P.R.D.C.T. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. Graphic Scale in Feet / "y WITNESS, my hand this the day of , 20 S 88026'15"E 234.05' Richard Crow ��� �- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / DFW Canyon Partners, Ltd. :. STATE OF TEXAS w / COUNTY OF DALLAS L - 46.99' N 88026'15"W 152.93 BEFORE ME, the undersigned, a Notary Public in and for said Count and State, on this da �i % �� x'� / g y y y personally appeared Richard Crow of DFW Canyon Partners, Ltd. known to me to be the person and officer whose R - 30.00' / p� / / 6 1 - // / name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated. A - 89044'30" �� �� °��/ C7 C-6 \ / / GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 120 C7 5 / L-25.30' L-47.12' 1 '" L -144.36' �w�ti�°� / �N/ /.<� R _ 30 00' R _ 30 00' U // LOT 1 R2 1y Z� /^< 1b A 48019'03"90000,001, ` DOC. NO. 200900124402 M.R.D.C.T. Notary Public in and for the State of Texas R - 30.00 5� / ti A - 84042'23"C-13� D��ti 1 \ \ L - 18.00' C-11/ �'S� 1 \ \ SURVEYOR'S CERTIFICATE R - 30.00 C-14 A - 34023'08" O / I W �C I \ \ KNOW ALL MEN BY THESE PRESENTS: L - 65.89' / 1 a� 1 `��OI�CJ \ \ That I, Jason B. Rawlings, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an actual on the ground survey of the land; and the monuments shown hereon were found and/or placed under my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas. A - 104051'35" O`� , ��QjQ� �� N ��D \ \ / / Jason B. Rawlings, RPLS No. 5665 / b �� V C-8 LOT 1R1A-R I ICp M d�C�� / STATE OF TEXAS /a�G ��- L - 19.58' I 1 COUNTY OF TARRANT Ln R - 30.00' 6 5948 ACRES A - 37°24'00" I I M \ BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared Jason B. Rawlings, known to me to be the person and officer whose name is subscribed to 0 1 287,270 S.F. I 1 the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated. 00 o N 1 15- N \ GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of , 20 Ln w M M Al / �C9 M1 10 0 \ \ /( L - 39.14' 0 1 I cn \ \ Notary Public in and for the State of Texas R - 36.00 0 1 U' /� A - 6201708" 4' C-15 1 �L C-10 L - 17.32' L 32.62' & R - 30.00' 1 f R - 30.00 ° � A - 62017'08" A - 33 04 27 I 1 NO 1200 1 %� 2 0 1 \ C-19 \ L-44.05 \ 1 I / LOT 1R1B \ R - 104.00' UJ I 100 C-5 A- 24016'08" �� eti0 Ln I I L - 34.42' R - 30.00' rn \ \ 1/21, MILLER 5665" c' i �n A - 65043'52" •' capped steel rod set •�`� °i 1 � � _ _ U I , , 10 Sanitary Sewer Easement z \ z 1 o Doc. No.'s 200900156681 r _ _ _ _ _ _ _ - L - 60.81' \ 5/8" steel-�• � ti� I 10 & 200900132991 R.P.R.D. C. T. - - R - 130.00' rod found O Ln �v A - 26048'04" . 00I'0 1 a 1 o� S 88026'15"E i \ � 1 ? 1 I I M o 1 53.39h / C-2 1/21, "HALFF UtilityCompany Receipt Acknowledgement: p Y p g Oncor Atmos Energy: Time Warner: Verizon: C-16 w I I °i �, °lb L- 60.81 '° C-17 o N 88026'15"W Q'' - ry R - 130.00' 10'Private Drainage Easement L- 25.08' 1 >~ I d-- - h �, g 1 / °MILLER 5665" =� L - 24,79' I I z 32.00' `b CJ A - 26°48'04" per 201200179322 R.P.R.D.C. T. cappecTsteel rod set R - 30.00' 1 ^ I R - 30.00' C-3 V �' I & 201200193406R.P.R.D.C.T. A - 47053'37"i A - 47021'03" I I °�� \� \ �o L-47.12' N I I R - 30.00' �? A 90°00'00" - Length - 146.54' 18.01' �o ' 308.94' � T- v� '/ \ 48.14 ' 5/8" steel ' Radius - 339.73 rod found N 88026'15"W 466.20' 1/2" MILLER 5665" Cen. Angle - 24°42'48" 15' Utility Easement 15'x20' Water Easement C-1 Plat Doc. 200900124402 Plat D 10 cappzd steel rod set CANYON DRIVE (60' Right -of -Way dedicated by plat 81094/2568) oc._ 0900124402 CC4 L - 24.92' R - 30.00' A - 47035'10" FLOOD STATEMENT: Based on scalingthe lot shown hereon onto the FEMA Flood Insurance Rate Ma surveyed y p No. 48113CO135 J Rev. 8-23-2001),said lot lies within FEMA Zone X and does not lie within the FEMA designated 100 -year flood Iain. Miller Surveying, Inc. makes no statement as to the likelihood of the actual gp y g, flooding of said surveyed lot. Floodplain Development Permit Application No. _ has been filed with the City of Coppell floodplain administrator on 20 Floodplain Administrator Date L - 24.94' point of R - 30.00' 1' 15' Utility Easement A - 47038'20" beginning Plat Doc. 200900124402 Applicant: Azimuth Architecture, Inc. 9660 Audelia Road, Suite 123-66 Dallas, Texas 75238 214-261-9060 Contact: John Taylor DFW Canyon Partners, Ltd. 3811 Turtle Creek Blvd. Ste. 730 Dallas, Texas 75219 214-520-7800 Contact: Richard Crow capped steel rod four 1/2" "HALFF ASSOC" capped steel rod found 25'x25' Water Easement Plat Doc. 200900124402 LOT 2 DOC. NO. 200900124402, M.R.D.C.T. "Part 2" ofAccess Easement Doc. No.'s 200900132990 & 200900156683 R.P.R.D.C.T. 124402 Suiveywing, Inc, Residential - Commercial - Municipal 430 Mid Cities Blvd. Hurst, Texas 76054 817.577.1052 Fax 817.577.0972 www.MillerSurveying-inc.com Recommended for Approval: Chairman, Planning and Zoning Commission Date City of Coppell, Texas Approved and Accepted: Mayor Date City of Coppell, Texas The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of GTE Shared Services Center Addition, Lot 1 R1 A -R, Block 1, an addition to the City of Coppell was submitted to the City Council on the day of , 20, and the Council, 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 Council further authorized the Mayor to note the acceptance thereof by signing his name as hereinabove subscribed. Witness my hand this day of , A.D., 20_. City Secretary, City of Coppell, Texas PURPOSE STATEMENT: The reason for this replat is to add the firelane easement, and to reflect the area acquired by State of Texas for SH121. The Replat of Lot 1 R 1 A, Block 1, GTE Shared Services Center Addition into LOTS I R I A -R, BLOCK 1 GTE SHARED SERVICES CENTER ADDITION An addition to the City of c'.orpcll. Dallas Couiiiy, Texas Being 6.5948 acres out of the T. W. Cowsy Survey, Abstract No. 317 Date of plat preparation - October 12, 2012 Revised 10-31-2012 per City review comments Job No. 12019 • Plot File 12019 1R1A Replat CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE NO.: PD -259 -SF -7/9, Blackberry Farm P&Z HEARING DATE: November 15, 2012 C.C. HEARING DATE: December 11, 2012 STAFF REP.: Gary L. Sieb, Director of Planning LOCATION: North side of Sandy Lake Road, 750 feet northeast of Starleaf Road SIZE OF AREA: 54.8 acres of property CURRENT ZONING: SF -12 (Single Family -12) REQUEST: A zoning change to PD -259 -SF -7/9 (Planned Development -259 -Single Family -7 & 9), to permit the development of 82 single-family lots and six (6) common area lots. APPLICANT: Majority Property Owner Property Owner of 8 Acre Tract Blackberry Farms, LLC Alfred B. Pittman/Buck Pittman David Hayes with Holmes Builders 4049 San Servera Drive, North 225 State Highway 121 Jacksonville, FL. 32217 Suite 120 (210) 316-6672 Coppell, TX. 75019 (214) 488-5200 Fax: (214) 488-5255 Email: dhayes(t-�,theholmesbuilders.com HISTORY: In early 1999 this applicant applied for rezoning from SF -12 to PD—SF-9 on 28.21 acres of this request area to develop 55 residential lots. At that time substantial neighborhood opposition surfaced, staff had a number of concerns, and the Planning Commission unanimously denied the request. The case was appealed to Council and was denied by that body in March. The same applicant has recently acquired additional land from Carrollton (Carrollton has dis-annexed and Coppell is annexing the property), an adjacent property owner, and enlarged the request ITEM = 6 Page 1 of 4 area by 26.6 acres and increased the residential development to total 82 single- family lots, with 6 common areas. TRANSPORTATION: Sandy Lake Road is an improved, C413/6, four -lane divided thoroughfare in a six - lane right-of-way (110 feet). SURROUNDING LAND USE & ZONING: North: vacant floodplain being annexed into Coppell South: St. Joseph's Village; PD -114 (SF -7) East: new single-family stricture under constriction: SF -12 West: landscape nursery; "R" Retail COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as Residential Neighborhood and Floodplain DISCUSSION: As stated in the HISTORY section of this report, a portion of this land area was heard as a zoning case in 1999. At that time 28 acres were considered for rezoning from SF -12 to PD -SF -7 resulting in a 55 lot single-family development. Substantial neighborhood opposition was generated by the request as well as concerns from staff regarding emergency access to the property. Planning Commission denied the case, it was appealed to Council and Council denied the request. Approximately six months ago, the owner of this property approached both the cities of Coppell and Carrollton and requested dis-annexation from Carrollton and annexation to Coppell of a 26.6 acre adjacent parcel to enlarge this potential development. Carrollton has dis-annexed this land, and the City of Coppell is in process of annexing this same parcel. With the process being completed, 54.8 acres of property is subject to this zoning application. As noted above, 8 plus acres of this proposal are owned by an out-of-state owner who has agreed to the request. The original 28 acre parcel containing 55 lots and denied in 1999, is essentially the same plan being proposed today. The circulation plan changes very little and the lot sizes, layout, and setback notations basically remain intact. The majority of the added 26 acre parcel is the land involved in the annexation/dis-annexation process and reflects an additional 27 lots of comparable lot size. A detailed observation suggests the area south of Denton Creek proposes larger houses on lots of 9000 square feet or larger. A review of the attached Blackberry Farms Brochure states these 55 lots are targeted for families. The same Brochure goes on to describe the 27 lot north portion as more "patio -type" housing—still single- family detached units but on 7500 square foot lots, and marketed to empty nesters and childless owners. Overall, the proposal meets the objectives of the Comprehensive Plan in that the development is residential in nature, and reflects the land use contemplated by the Plan. However, there are several issues that must be discussed if this project is to be endorsed. One, access to the property -a major negative of the 1999 submittal -has ITEM = 6 Page 2 of 4 been addressed by the alley access area on the east side of the property and we can remove that concern from our list provided the alley remains open. Two, a major issue is the fact that our Fire Code mandates that no more than 30 single- family units can be located on a limited access street. In reviewing the intersection of Windmill/Persimmon and points north, this proposal delineates 34 lots which raises our concern with health -safety issues related to adequate access to the property in case of unforeseen emergencies. Providing an automatic sprinkler system in these 34 homes would allow the density being proposed in the Site Plan. Three, a large portion of this property lies in the flood plain and a concern is raised regarding just how much of the flood plain can be reclaimed, which relates to resident safety and flooding issues. Any support on our part is contingent upon FEMA and the Corps of Engineers approving the filling request, a positive review of the two detention ponds, and the city being assured the flooding issue has been satisfactorily addressed. The Site Plan shows a number of retaining walls to be constricted once the flood plain issue has been resolved. That leads us to our fourth concern. Denton Creek will require a number of retaining walls when the flood plain is modified, and their location, material content and height will necessitate more study and detailed constriction drawings as this project progresses to the build stage. Conditions of approval address these concerns. Five, use of the community stricture at the entrance of this subdivision is envisioned to be a teaching laboratorya mini -farm as described in the Brochure and also a neighborhood center for group meetings. A conceptual Site Plan of the farm property, as well as a rendering of its appearance is shown in the Brochure. It needs to be clearly stated that this structure will not be used as a residence and, again, we address this as a condition of approval. The applicant has also included elevations of the entry features, screening walls, lighting standards, bridge elevation, and renderings of what the two types of house styles might look like. This submittal also shows a future hike/bike trail system that meanders through out the subdivision. It is understood that this is a private trail to be maintained by the Homeowner's Association. A condition of approval addresses this issue. Finally, the tree removal permit statement, park development fees, and mitigation payments round out our comments regarding this request. A note in the Conditions portion of the Site Plan states that per lot park fees shall be limited to $600. Our ordinance states these fees are $1285 per lot. Only Council can modify them. In like fashion, the applicant requests modification of the tree mitigation fees which appear to be in excess of $600,000. Again, only the Council can modify these fees. They both remain as ordinance conditions. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of this request subject to the following conditions: 1. There will be additional Engineering comments during detailed plan review 2. 34 units subject to Fire Code restrictions shall have an automatic sprinkler system 3. The 15 foot paved alley must remain open at all times 4. The CLOMR flood study must go through the CDC and formal Corps process 5. The bridge stricture must be signed/sealed by a professional engineer 6. The farm house at the subdivision entrance will not be used as a residence 7. The hike/bike trail portrayed on the Plan is a private trail maintained by the HOA 8. A tree removal permit is required prior to start of constriction 9. Tree mitigation fees must be paid prior to constriction ITEM- 6 Page 3 of 4 10. Park development fees are required in the amount of $1285 per 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. Portion of 2009 International Fire Code 2. Site Plan (2 sheets) 3. Landscape Plan and Farm House Elevation(4 sheets) 4. Tree Survey (7 sheets) 5. Retaining/Screening Wall Locations 6. Bridge Exhibit 7. Brochure (16 pages) Overview Write-up of two different single-family products Framework (lighting, farm house, parks, bridge, tree mitigation, fees) Several renderings of the two single-family type houses envisioned for the project ITEM = 6 Page 4 of 4 From: Tim Oates Sent: Thursday, November 08, 2012 10:49 AM To: Gary L. Sieb Subject: Residential development requirement This is copied out of the 2009 International Fire Code: Where the number of dwelling units exceeds 30 shall be provided with separate and approved fire apparatus access roads and shall meet the requirements of Section I)104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved aittornatic sprinkler systenn in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Interntitional Fire Code, access from two directions shall not be required. 2. The number of duelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Can Terre relocate the bridge? Why did the bridge have to go where shown ... if he moved to be included in the north/south road only- the 27 homes on the north side of the river would be single access. Tim Oates Copp eIIN Fine Departirnent. Deputy Chief of IFire O'terenfion P72) 304 -70 ' 'VV o� k (4 0)5176-7750Pvlobule to tes@copapae"t Dov 500 souut vtestern 6p~at01, fop peH, TX75010 i DeFOREST yJSF, of .....N 7 D� SANDY LAK No Scale VICINITY MAP 26 I I I 27 I I -- —�I 29 FLAWOOD ESTATES 4057, Pg. 42 SCALE: 1"=100' D.R D.C-L 0 50 100 200 ZONED: SF -7 � Z 30 O FIR Found Iron Rod I = I 31 1 -r- SIR Set Iron Rod O 01 I r 1---- I I 32 PROPOSED STONEI RETAINING WALL 33 34 NOTES: 1. ALL COMMON AREAS INCLUDING SCREENING F WALLS & LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION 35 2. THE 100 YR FLOODPLAIN AREA SHALL BE MAINTAINED BY THE HOME OWNER'S — — - ASSOCIATION. 3. RETAINING WALLS TO BE CONSTRUCTED 36 OF STONE. 4. SCREENING WALLS TO BE CONSTRUCTED OF STONE AND ARE TO BE 6 TO 8 FEET — IN HEIGHT. 100 5. NO PARKING SIGNS SHALL BE PLACED ON I EXIING FTUDLINE YR THE SOUTHEAST SIDE OF BLACKBERRY DRIVE TO THE EMERGENCY ACCESS DRIVE. — — 38 LAKEWOOD ESTATESI Vol. 94057, Pg. 60 D.R.D.C.T. _ I � � 39 4.0 6' MIN. STONE SCREENING WALL ON TOP OF STONE RETAINING WALL ZONED: RETAIL \ 31 KIMBLE COURT ADDITION Vol. 77213, Pg. 999 D.R.D.C.T. S89°21'23"E DETAIL LOT 3X PROP. 5' WALL EASEMENT 6' MIN. STONE SCREENING WALL 335.5 1, \\\ -,A N 23 \\ 'L CITY OF COPP\\\\ —__�ZONED: SF -7 \\\ LAKEWOOD ESTATES 24 1 Vol. 94057,P gg. 602 — D.R.D..R.D. C.T. NWIS"19"F 328.7 AC. DALLAS GUN CLUB Vol. 79215, Pg. 1409 D.R.D.C.T. PRnPnSFD RTONF RETAINING WALL CITY OF CARROLLTON CITY LIMIT LINE 1317.53' 23.6 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D.R.D. C, T. �., -- ] 15' PAVED—/"' AVED ' CI OF COPPELL i \\ s w C d T EA�MER��'�� 5 W DETAILX �'.....�A 1X A ESSNCY �\ E S MENT ��� �� f ✓ \ V\ <8j ....,,,,,,,� BL OCK e `L j 8 \ POR SCREE G WAL / ✓ °`� r ��-20' DRAINAGE C „�1 �A OD Mb�:R,:r ,:>4➢R TY M�1,:rVRACT N' 886 � \ EASEMENT �� ik X 4 ZONED: S�12 BLOCK F .._ " li �,• ' °�..„ ..M.._ .. •`LO' '���,� ' � � � V y,��1� eeraj & itha Akula a� M._._.. Inst. # 070087752/ LIMITS OF STORAGE POND / / M �<F ` •�\�G / R.D. C. T. / ��� ::........:..............:............. 125' TP&L EASEMENT NOTE: SEE SEPARATE EXHIBIT FOR RETAINING WALL AND SCREENING WALL LOCATIONS. / 5ity of Carrollton 91226, Pg. 332 D.R.D.C.T. CITY OF COPPELL 23.6 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D.R.D.C.T. Al proxunoaatdy Location JOHN JACKSON SUR1A.Y ABSTRACT NO, 698 .............................................. W. R1:;RRY A14 STRACT NO. 11,52 50' ROW 30' B—B w/loydown on both sides, 29' B—B otherwise 10' 1.5' 27' G—G 1.5' 10' 1.0' LAYDOWN CURB FOR LOTS WITH FRONT DRIVE ACCESS, STANDARD CURB FOR ALL OTHERS. 2%MAX. STANDARD CURB 27oMAX. EXISTING ZONING: PROPOSED ZONING: LAND AREA: PROPOSED USE: NO. OF LOTS: MINIMUM LOT AREA: MINIMUM LOT WIDTH (AT FRONT BLDG. LINE): MINIMUM LOT DEPTH: MAXIMUM LOT COVERAGE: MINIMUM DWELLING SIZE: AVERAGE LOT SIZE: GROSS DENSITY/LOTS PER ACRE: FRONT YARD: SIDE YARD: REAR YARD: MAX. HEIGHT PROP. CONIC. PAVEMENT PAVEMENT SECTION (NO SCALE) SITE DATA TABLE SF -12 PLANNED DEVELOPMENT "SF -9" 36.285 ACRES SINGLE FAMILY 55 LOTS 9000 SF 75 FEET 100 FEET 55% 1,800 SF 13,294 SF 1.52 LOTS/AC. 25' MINIMUM 8 FEET 20' MINIMUM 21/2 STORY/35 FEET NONE (ANNEXED) PLANNED DEVELOPMENT "SF -7" 18.570 ACRES SINGLE FAMILY 27 LOTS 7500 SF 65 FEET 100 FEET 55% 1,800 SF 12,669 SF 1.45 LOTS/AC. 25' MINIMUM 5' MINIMUM 20' MINIMUM 21/2 STORY/35 FEET PLANNED DEVELOPMENT CONDITIONS - PD-"SF9" AND "SF -7" A) The exterior of a maximum of 18 single family residences in this development shall be permitted to be constructed with stucco exterior finish in lieu of masonry as provided in the Comprehensive Zoning Ordinance. Stucco as used in this ordinance shall be defined as continuous plaster or mortar of seven - eighths (718") of an inch thickness over wood frame with metal lath and elastomeric topcoat. All single family residences permitted to be of stucco material or plaster shall be of earth tone color. B) Minimum 25 -foot front building line shall be provided for all single family lots. C) Sidewalks will be constructed at time of house construction on all single family lots. D) No alley will be provided for any Lots. E) Detached buildings and hardscapes shall be permitted in front yard, but must be behind the 25 foot front building setback. F) A rolled curb may be used on the street for all lots with front drive access on any street which measures twenty-seven feet (27') from gutter to gutter. G) A drainage flood study approved by the City Engineer will be required with the submission of a final plat for this development. H) There will be a minimum side yard setback of 5 feet on Lots 1-27, Block D. 1) The center island in the culdesac at the east end of Persimmon Drive shall be constructed of cobblestone patterned concrete and shall be maintained by the Homeowners Association. J) The Homeowners Association shall be responsible to maintain the stabilization along the creek bank of Denton Creek from erosion. Each Lot Owner shall be notified and provide a hold harmless agreement by separate instrument that the City and Developer are not liable for future erosion of the creek bank. K) The Homeowners Association shall be responsible to maintain the storage basins/ponds being constructed with the development. L) Tree mitigation shall not be required on the land area annexed from the City of Carrollton. M) Park fees shall be limited to $600.00 per lot. N) The creek crossing shall be a concrete dual arch culvert with a stone veneer and a steel rail on a reinforced stone base. SEE SHEET 2 OF 2 FOR LINE AND CURVE TABLE AND LOT AREAS SHEET 1 OF 2 SITE PLAN 82 LOT SUBDIVISION DETAILED PD "SF -9" LOTS 1-15 & 1X, BLOCK A, LOTS 1-16 & 1X, BLOCK B & LOTS 1-249 & 1 X. BLOCK C DETAILED PD "SF -7" LOTS 1-27, BLOCK D LOT 1 X, BLOCK E & 1 X, BLOCK F AND COMMON LOTS 2X AND 3X BLACKBERRY FARM ADDITION BEING A 54.855 ACRE TRACT IN THE EDWARD A. CROW SURVEY, ABSTRACT NO. 300 JOHN JACKSON SURVEY, ABSTRACT NO. 698 DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER BLACKBERRY FARM, LLC C/O THE HOLMES BUILDERS 225 E. SH 121 Cop ell, Texas 75019 214-488-5200 FAX 214-488-5255 / THIS DOCUMENT IS RELEASED PREPARED BY FOR THE PURPOSE OF INTERIM KADLECK & ASSOCIATES REVIEW UNDER THE AUTHORITY ENGINEERING PLANNING SURVEYING OF L. Lynn Kadleck, P.E. 47258 2000 N. CENTRAL EXPY. SUITE 113 Date: Nov. 6, 2012(972) 881-0771 PLANO, TX 75074 OCT. 17, 2012 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 JOB #10542 NUM BEARING DISTANCE L1 N2537'12"W 202.03' L2 S13°08'25"E 76.45' L3 SO38'25"E 91.00' L4 S19°21'15"W 136.06' L5 N89°46'35"E 240.15' L6 N1°03'42"E 1.35' L7 S52°55'36"E 116.06' L8 S52°41'50"E 27.59' L9 N89°21'23"W 23.24' L10 N3236'10"E 16.52' L11 N3236'10"E 15.14' L12 N32-36'1 0"E 18.07' L13 S30°57'11 "E 14.30' L14 N17°19'54"E 15.05' L15 N68°41'24"W 13.98' L16 N52°51'48"E 120.70' L17 N52°51'48"E 120.70' L18 N52°51'48"E 120.70' L19 S87°42'15"W 5.00' L20 S2°17'45"E 211.77' L21 S87°42'15"W 43.74' L22 S2°17'45"E 171.30' L23 S2°17'45"E 35.92' L24 S2°17'45"E 12.39' L25 N47°17'45"W 14.14' L26 S2°17'45"E 93.22' L27 S2°17'45"E 118.55' L28 S533'08"E 15.65' L29 N76°18'47"E 14.27' L30 S1935'24"E 13.88' L31 N67°12'37"E 15.01' L32 N88°09'30"W 121.91' L33 S66°27'53"W 66.83' L34 N62°46'53"W 66.83' L35 N7538'59"E 100.28' L36 S25°25'56"E 50.00' L37 S73°04'44"E 13.47' L38 S25°25'56"E 14.04' L39 S25°25'56"E 14.04' L40 N22°12'52"E 13.47' L41 N8936'19"E 43.94' L42 N8936'19"E 28.75' L43 N8936'19"E 72.59' L44 N27°48'18"W 241.79' L45 N27°48'18"W 227.14' L46 N27°48'18"W 183.29' L47 N44°51'20"W 9.78' L48 N7°40'39"W 9.37' L49 S2°17'45"E 16.66' L50 N7538'59"E 34.65' L51 S25°04'49"E 9.73' L52 N7538'59"E 65.63' L53 N7538'59"E 44.13' L54 S25°04'49"E 77.44' L55 N7538'59"E 56.16' L56 S7938'31 "W 35.56' L57 N88°09'30"W 13.09' L58 N88°09'30"W 13.53' L59 N62°46'53"W 17.76' L60 N62°46'53"W 49.07' LINE AND CURVE TABLES NUM BEARING DISTANCE L61 N88°09'30"W 26.61' L62 N65°18'35"W 81.71' L63 N5133'11 "W 89.62' L64 N50°22'35"E 10.45' L65 N52°51'48"E 8.76' L66 N52'51'48"E 31.53' L67 S40°15'13"W 17.49' L68 N52'51'48"E 31.52' L69 N27°48'18"W 30.72' L70 N89°36'19"E 16.52' L71 N89°36'19"E 12.23' L72 N86°21'04"W 78.44' L73 S44°14'55"E 98.91' L74 N26°55'19"E 8.12' L75 N42°42'15"E 14.14' L76 S87°42'15"W 8.74' L77 N72°03'44"E 45.79' L78 N82°13'33"E 77.48' L79 S89°39'31"E 37.50' L80 S43°37'13"E 52.38' L81 S51 °16'02"E 47.91' L82 N57°03'09"E 41.84' L83 N9°54'33"E 49.36' L84 N80°23'01"E 80.82' L85 S77°16'58"W 124.53' L86 N65°18'35"W 100.68' L87 N72°22'17"E 45.60' L88 N72°22'17"E 40.89' L89 N77°16'58"E 52.04' L90 S77°16'58"W 72.50' L91 N65°18'35"W 18.97' L92 N57°47'35"W 14.42' L93 N57°47'35"W 11.66' L94 S76°14'23"E 87.95' L95 S57°47'35"E 26.08' L96 N76°14'23"W 19.37' L97 N76°14'23"W 68.58' L98 N4535'20"W 53.11' L99 S42°04'49"E 66.91' L100 S45°55'46"E 47.28' L101 S42°04'49"E 50.18' L102 S42°04'49"E 16.72' L103 S54°19'42"E 61.51' L104 N54°19'42"W 31.21' L105 N54°19'42"W 30.29' L106 N7538'47"W 85.93' L107 N39°42'57"W 25.95' L108 N50°57'09"W 45.49' L109 N31°05'01"W 85.68' L110 N439'54"W 36.31' L111 N10°00'20"E 52.72' L113 S72°22'17"W 86.49' L114 N14°51'41 "W 95.86' L115 S41 °27'30"E 94.10' L116 N64°55'04"W 66.26' L117 N14°46'11"E 5.75' L118 N6633'27"E 112.53' L119 N3034'43"E 70.04' L120 S66°27'53"W 31.63' L121 N62°46'53"W 31.63' NUM DELTA ARC RADIUS BEARING DISTANCE C1 6'00'12" 94.82' 905.00' N5539'49"W 94.78' C2 12°53'46" 137.36' 610.29' N58`19'43"W 137.07' C3 14'51'47" 201.04' 775.00' N74°55'33"W 200.48' C4 22°09'29" 208.27' 538.55' S46°55'33"W 206.98' C5 46°11'53" 428.50' 531.43' S58`22'17"W 416.99' C6 28°20'50" 272.11' 550.00' S49°03'56"W 269.35' C7 20'19'43" 181.15' 510.56' S76°23'40"W 180.20' C8 77'01'48" 80.67' 60.00' N11 "51'41 "E 74.73' C9 31'16'34" 177.53' 325.23' N6830'06"E 175.34' C10 3232'39" 170.53' 300.23' N69"08'08"E 168.25' C11 26°05'00" 159.44' 350.23' N66"01'14"E 158.07' C12 31 °28'34" 195.82' 356.44' N37"07'32"E 193.36' C13 25'31'07" 147.62' 331.44' N40°06'15"E 146.40' C14 26'17'23" 175.02' 381.44' N39"43'07"E 173.49' C15 2839'26" 125.04' 250.00' S1637'28"E 123.74' C16 19°28'48" 76.50' 225.00' S12"02'09"E 76.13' C17 2032'09" 98.57' 275.00' S1233'50"E 98.04' C18 23°42'08" 219.85' 531.43' S47°07'24"W 218.28' C19 22°29'45" 208.65' 531.43' S70°13'21 "W -2O -7.32' C20 29933'05" 261.41' 50.00' N8538'43"W 50.34' NUM DELTA ARC RADIUS BEARING DISTANCE C21 6°27'56" 33.85' 300.00' N84°28'17"E 33.84' C22 12'03'16" 57.86' 275.00' N81 "40'37"E 57.75' C23 12'03'16" 52.60' 250.00' N81 "40'37"E 52.50' C24 86'18'54" 305.82' 203.00' S4534'22"E 277.71' C25 86°16'51" 268.05' 178.00' S4535'22"E 243.43' C26 40°30'59" 161.23' 228.00' S2233'15"E 157.89' C27 28'15'20" 112.44' 228.00' S7436'07"E 111.30' C28 48°57'39" 173.47' 203.00' S26"53'44"E 168.24' C29 37°21'15" 132.35' 203.00' S70"03'11 "E 130.02' C30 40'55'12" 190.06' 266.12' S18"09'51 "W 186.05' C31 34'16'35" 174.16' 291.12' S14°50'32"W 171.57' C32 32°57'06" 138.67' 241.12' S14"10'48"W 136.77' C33 41 °44'32" 291.42' 400.00' N67°51'31 "W 285.01' C34 41 °44'32" 309.63' 425.00' N67°51'31 "W 302.83' C35 41 °44'32" 273.20' 375.00' N67°51'31 "W 267.20' C36 41 °10'14" 413.17' 575.00' S6734'22"E 404.34' C37 41 °10'14" 395.21' 550.00' S6734'22"E 386.76' C38 18°11'44" 190.54' 600.00' S56"05'07"E 189.74' C39 16'16'42" 170.46' 600.00' S80°01'09"E 169.89' C40 230'44'10" 247.67' 61.50' N1 "50'30"E 111.14' C41 25°22'37" 8.86' 20.00' N79°09'12"E 8.79' C42 25°22'37" 8.86' 20.00' N75°28'11"W 8.79' C43 12'03'16" 63.12' 300.00' N81 "40'32"E 63.14' C44 3538'14" 217.70' 350.00' N57"49'52"E 214.20' C45 4935'34" 302.94' 350.00' S64°48'32"W 293.58' C46 18°22'50" 104.26' 325.00' S49°12'10"W 103.81' C47 18'51'45" 106.99' 325.00' S80"10'26"W 106.51' C48 4935'34" 324.58' 375.00' S64°48'32"W 314.55' C49 6235'23" 136.55' 125.00' N59°06'00"W 129.86' C50 6235'23" 136.55' 125.00' N59°06'00"W 129.86' C51 1536'21" 10.49' 38.50' N81"48'08"E 10.45' C52 93°48'06" 101.61' 62.07' N59°06'00"W 90.64' C53 1536'21" 10.49' 38.50' S20"00'08"E 10.45' C54 300°00'00" 261.80' 50.00' N62"11'42"E 50.00' C55 2137'29" 217.02' 575.00' S57"48'00"E 215.73' C56 1932'45" 196.15' 575.00' S78"23'07"E 195.21' C57 13'05'21" 125.65' 550.00' S7230'13"W 125.37' C58 1'28'15" 5.85' 228.00' S42"04'37"E 5.85' C59 11 °02'53" 34.32' 178.00' S54"57'28"E 34.27' C60 1 °46'56" 17.11' 550.00' S47"52'43"E 17.11' C61 23'13'57" 24.94' 61.50' S78°05'24"W 24.77' C62 54°09'59" 58.14' 61.50' N63"12'38"W 56.00' C63 5034'47" 54.29' 61.50' N10"50'14"W 52.55' C64 50'10'00" 53.85' 61.50' N3932'09"E 52.14' C65 5235'26" 56.45' 61.50' S89"05'08"E 54.49' C66 1'21'48" 9.08' 381.44' N52°10'55"E 9.08' C67 4'15'59" 26.08' 350.23' N55"06'43"E 26.07' C68 2°40'00" 25.60' 550.00' S77°42'54"W 25.60' C69 1°22'27" 21.71' 905.00' N53°20'56"W 21.71' C70 2°16'15" 20.24' 510.56' S78°57'38"W 20.24' C71 3°54'39" 20.49' 300.23' N83"27'08"E 20.49' C72 5°05'57" 20.29' 228.00' S82°41'32"E 20.28' C73 3°29'18" 13.88' 228.00' S86°59'09"E 13.88' C74 4°21'14" 28.50' 375.00' N49°09'52"W 28.49' C75 1 °54'45" 20.03' 600.00' S52°41'30"E 20.03' C76 3°15'58" 14.25' 250.00' N4837'14"W 14.25' C77 43°07'46" 188.19' 250.00' N6833'08"W 183.78' C78 4°24'17" 55.74' 725.00' S49°11'24"E 55.72' C79 18°15'30" 55.84' 175.23' N72°22'04"E 55.60' C80 11 °24'37" 34.90' 175.23' N5834'07"E 34.84' C81 30°03'09" 91.91' 175.23' N67°53'23"E 90.86' C82 24°10'38" 232.08' 550.00' N13°20'37"W 230.37' C83 1933'32" 179.22' 525.00' N1539'10"W 178.35' C84 19°45'52" 198.35' 575.00' N15°33'00"W 197.37' C85 299°56'55" 261.75' 50.00' N86°29'18"E 50.04' C86 3°46'48" 24.74' 375.00' S87°42'55"W 24.74' C87 18°05'15" 19.59' 62.07' S83°02'35"W 19.51' C88 15°07'34" 16.39' 62.07' N19°45'44"W 16.34' C89 29°50'11" 26.04' 50.00' N72°53'13"W 25.74' C90 64°02'34" 55.89' 50.00' N25°56'50"W 53.02' C91 47°09'23" 41.15' 50.00' N2939'08"E 40.00' C92 47°09'23" 41.15' 50.00' N76°48'31 "E 40.00' C93 55°00'26" 48.00' 50.00' S52°06'35"E 46.18' C94 56°48'04" 49.57' 50.00' S3°47'40"W 47.56' C95 91°22'31" 79.74' 50.00' N17°47'54"W 71.55' C96 82°10'11" 71.71' 50.00' N63°41'06"E 65.72' C97 11534'51" 100.86' 50.00' S1°19'39"E 84.61' C98 2°46'36" 25.44' 525.00' N7°15'42"W 25.44' C99 16°46'56" 153.78' 525.00' N17°02'28"W 153.23' C100 4°36'48" 43.36 538.55' S38°09'12"W 43.35' C101 13°56'03" 130.97' 538.55' S51 °02'16"W 130.65' C102 8°13'26" 77.30' 538.55' S39°57'31 "W 77.23' C103 28°24'44" 185.96' 375.00' N54°13'07"E 184.06' C104 7°17'13" 31.79' 250.00' N84°03'38"E 31.77' C105 2230'11" 127.64' 325.00' N51°15'50"E 126.82' C106 0°29'37" 7.80' 905.00' N57°10'27"W 7.80' C107 36°28'12" 11.84' 18.60' S8°53'40"W 11.64' C108 25°00'35" 191.42' 438.53' S45°42'10"W 189.90' C109 18°26'03" 185.51' 576.58' S42°59'57"W 184.71' C110 41 °37'24" 12.15' 16.73' N60°18'58"E 11.89' C111 173°47'10" 13.65' 4.50' N34°47'13"W 8.99' C112 129°14'46" 21.43' 9.50' S1'50'30"W 17.17' C113 230°42'37" 98.65' 24.50' N1 °50'30"E 44.28' LOT AREAS BLOCK LOT AREA SF A/1 12609 A/2 9774 A/3 9375 A/4 9375 A/5 9375 A/6 9931 A/7 9957 A/8 14653 A/9 13328 A/1 0 9223 A/1 1 9000 A/1 2 9000 A/1 3 11684 A/1 4 15434 A/1 5 17539 A/1 X 15564 B/1 12644 B/2 9375 B/3 9375 B/4 9375 B/5 9372 B/6 11805 B/7 9035 B/8 9015 B/9 9015 B/1 0 9231 B/1 1 10426 B/1 2 9333 B/13 9020 B/1 4 9302 B/1 5 9489 B/16 9033 B/1 X 45305 C/1 14737 C/2 11143 C/3 14614 C/4 14112 C/5 11394 C/6 12058 C/7 19970 C/8 12838 C/9 12152 C/1 0 32449 C/1 1 52178 C/1 2 40840 C/1 3 31835 C/1 4 12752 C/1 5 11744 C/1 6 11482 C/1 7 11258 C/1 8 10812 C/1 9 11242 C/20 12114 C/21 11137 C/22 11345 C/23 11845 C/24 21484 C/1 X 40720 D/1 14919 D/2 20136 D/3 14315 D/4 11048 D/5 9393 D/6 9125 D/7 10256 D/8 12267 D/9 10402 D/1 0 9285 D/11 8890 D/1 2 9238 D/1 3 9062 D/1 4 10689 D/1 5 17585 D/16 28774 D/1 7 10486 D/1 8 8951 D/19 9260 D/20 11235 D/21 13710 D/22 11402 D/23 13495 D/24 16467 D/25 12844 D/26 10686 D/27 12134 E/1 X 45245 F 1X 903282 2X 2386 3X 3065 GROSS DENSITY/ LOTS PER ACRE SF -9 1.52 LOTS/AC SF -7 1.45 LOTS/AC SHEET 2 OF 2 SITE PLAN 82 LOT SUBDIVISION DETAILED PD "SF -9" LOTS 1-15 & 1X, BLOCK A, LOTS 1-16 & 1X, BLOCK B & LOTS 1-249 & 1X, BLOCK C DETAILED PD "SF -7" LOTS 1-27, BLOCK D LOT 1 X, BLOCK E & 1 X, BLOCK F AND COMMON LOTS 2X AND 3X BLACKBERRY FARM ADDITION BEING A 54.855 ACRE TRACT IN THE EDWARD A. CROW SURVEY, ABSTRACT NO. 300 JOHN JACKSON SURVEY, ABSTRACT NO. 698 DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER BLACKBERRY FARM, LLC C/O THE HOLMES BUILDERS 225 E. SH 121 Cop ell, Texas 75019 214-488-5200 FAX 214-488-5255 THIS DOCUMENT IS RELEASED PREPARED BY FOR THE PURPOSE OF INTERIM KADLECK & ASSOCIATES REVIEW UNDER THE AUTHORITY ENGINEERING PLANNING SURVEYING OF L. Lynn Kadleck, P.E. 47258 2000 N. CENTRAL EXPY. SUITE 113 Date: Nov. 6, 2012 (972) 881-0771 PLANO, TX 75074 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 OCT. 17,2012 JOB 10542 LEGEND 0 500 See Tree List for Description SCALE: 1 "=60' 30 so 120 CITY OF CARROLLTON \� Cf 328.7 AC. LUB VolA 79215 DLLASUPg� 1 409 I D.R.D.C.T. NSAN89036'1 9"EI I CITY OF COPPELL \ 4"Q N141 I 4as5e f x• 564 44985 N �I 5 6t>i 59 �yi41 N23 13 %. 3: .t'as7��iis$ �Vt i \ " %` i NMI\ J465 .N�z4�z11 &5 \ r 42 1144 X1937 1 986 '�/ ,� 2 ` • � '4+ •OM `� 34 C _'�'jm a zts \ \ # 4f9 7 �� ,/ 1272 N2` q� 3 �` 2 02P 4N21$ \ Ja99s B43 PROPOSED RE 1, 4E22! J41s$ _ LAKEWOOD ESTATES \ r�,1at 'Naze I 1` (r�„a ' 147 4�sas :111 .Nssea f/% 44270 / 2a z52 `� �' _�1........ •N22(1 los \ \ \ J �9'� JJSSt 4NIt�ta �/ 484 f i % / % i a� 5 ri?f8%!.., wN393 .. t �/g f `� / V9d4 �s 311aS �y61s J41112 f J a i634 / 1!{34 6 992 f ! ��f • I` A�z f 1 r. oN8$S a .... _ .N$141i iJ / f s LAKEWOOD ESTATES Vol. 94057, Pg. 602 D.R.D.C.T. 4'4116 1Na12 `N.'S1a 44424 E 1425 6427 N428 .N4at a7-" JR512 F11 rN514 �$1 . 5,21 szz 4v649 4ssst �a4�z lam. N r- 5443 m 20 5417 '� . — -, `� �at/ t \ ' ° « 42 _jj \ 9444 •5429 41 pS416\ 413 \ 724 •5437 l \ OS40�` \ 4 'P�1%' '"" "' a� ,,�lvfiaa'a+ea.- '� •9 \ sot &4 721 l` 21 AP %mSJ57939 •5334 ��- ( 3 `$ `�1 \ MS2.��Sas"8 28.S3 i .`\ }� gS$41}►S35d 5394 \ 'r. w�.f� �t 10 QJ� ��! Sa �asa S • t Lvfp�A1A/za3 0 ,,-'" / `� / , 20 0 N 7S31% •5417 ..,. PO • ,S384 r �.- / "r _. X14 a saw a- 23 r� eSm 8 w . 'rr•5i8Z f �� s 12 •53TA 01) Cty C 7 Q 1l 3n S372 10 24 5374 5373 25 26 28 $296 MATCH� X5395 LINESHEET SEE SHEET 3 FOR TREE LIST SHEET 2 OF 3 TREE SURVEY LANT LIST- STORAGE POND _ _ 54-600 ACRE TRACT KEY QTY. DESCRIPTION BLACKBERRY FARM ADDITION SIDE EDWARD GOOK SURVEY, ABSTRACT NO. 300 55 ..ALD CYPRESSTAXpDRMDISTIHITNI 4-112c JOHN JACKSON SURVEY, ABSTRACT 'NO. 698 a1 COPPELL, DALLAS COUNTY, TEXAS 17 RED CEDAR .RTNLpERUS V GLANA 4-1/2"cal. PREPARED BY KADLECK & ASSOCIATES - TEXAS TEXAS ASH � ENGINEERING PLANNING SURVEYING PAXINUS TEXENSIS 4-1/T3 cal. 2000 N. CENTRAL EXPRESSWAY SUITE 113 � TOTAL TREES (972) 881-0771 75074 107 TBI?E ���. No. Ir--6460/TePLs Reg, No. 100555-00 �;A AND KAF LANDCAPE ARCHITECTS (� 1205 Valley R1dge Drive, Keller, Texas f i (817) 379-4011 76248 � P 10542 ! CITY OF CARROLLTON PLANT LIST- COMMON AREAS TY SIZE 117.53 N8 3819E 3.... DESCRIPTION BOTANICAL NAME Q CITY OF COPP`EC 'a TREES.LAKEWOOD ESTATES LIVE OAK QUERCUS VIRGINIA12 4-1/2"cal. S MACROCORPA 16 4-112"cal. i �'l~�, \ . r BURR OAK UERCU 7 Q — ACEBARK ELM ULMUS PARVIPOLIA 20 4-1/2"cal. ^-�-- — _ \ 5 8 L — TOTAL TREES 48 _ _ Vilv 1 LAWNS- As ' r / -n- BERMUDA GRASS ALL LAWN ARE �� , S8� 48 02 E 389:30.10 ix 15 �. tJCA�-�* NOTES* P \\j Mi� OF S I V11AVC P 1 21 20� LANA WOOD MULCH 2" J ` I.TOPnREss ALL PLArrr BEDS ANIS TF.EE SAUCERSTITTI HARD -- .. ----� _ / / i t _. DEEP .... _ SCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REGULAR AND STANDARD �` 1� PROPOSED -�`fE���_�� 2. THE L FERTILIZING, PRUNING AND OTHER � � r� 25 , �� �' HIKE � i�hK� ` G WEEDING, IRRIGATION, FER - ' MOWING, ACCEPTANCE OF PROJECT BY 13 12 �` , TRAIL C ALL PLANTINGS, UNTIL FINAL ACCO - --- - j • -�_— 2 2[ OF CE. MAINTENANCE1 BE RESPONSIBLE FOR STANDARD MAINTENANCE. OWNER WHO �L TI3.EN ORNAMENTAL GRASSES ,� 26 � ' r----- 1 _ O� ON TREES, SHRUBS; ORNAMTc W��,R-AN�IY � � 1 � � ONE YEAR 12t1.Csfl' i� y, _� � � � �_� 3. PROVIDE O CONTRACTOR s PLANT LIST- ST l GROUNDCOVERS, EXCLUDES FACTORS BEYOND CO 887'42'15"w 13 1 _ `" jl. ►e � ATHER CGNLaIT`IC)NS, ETC.. "' " 1} ~K��"' A tl CONTROL BY AN AUTOMATIC �-" 2 7 ,x SHALL BE FULLY IRRIGATED , 12''IGi -- ----,v Q C ALL LANDSCAPE AREAS T SPRINKLER SYSTEM W� RAIN ANIS FREEZE SENSOR INSTALLED_ � �� 2317 / � P�55 BAIJ - ...- 14 17 RED s M IN Tc 107 Las�wODsTA_24 18 # {_ 1�------- 15 1€3 1 0 1 CITY OF COPPELL • 4 9 17 18 1 � """ —•"^ 172. 95 a.-► _ 21 100 22 !# 58742"15'W fys � �""�,�r CITY OF CARROLLTON � � r. � � `� �r 23 �Ofli7p� # � s � # 7 .4/ -� 58742"15 d� 9 24 1 # 26 27 25 I 1 # 10 # 125.00'lz�v5 2X u. 125, 3 12 ' —. 4 13 32 29 33 31 1 ..-,_ . .... -- 2 0 14 Z 30 i 3 - 1 as 58?'42'95:SRi... '` � � 5 3�' S87'42'15"W {S 35��� �� E 2 "...." \ \ # j X77 2g 10 / 36 I wco \ 37 38 ti �. 39 1x . ' ;/W_ CITY OF POPPELL -° 3x 1x . ♦ r / ^°"°mow,, �,,•�' / ` 1 1XF BLOCK F r r f LIMITS OF STORAGE POND r r r� ♦ r r r am OF Cru..dff ---, oz. vv CITY OF CARROLLTON �✓ 1 763.587"— jr ��♦ rr 1 f � 1 w PLANT LIST: ENTRI DESCRIPTION BOTAI I -Tom LIVE OAK QUERCI LACEBARK ELM. UMUS I CRAPEMYRTLE LAGER VITEX VITEX 2 RED CEDAR JUNIPE MEXICAN PLUM PRUNU SHRUBS - KNOCKOUT ROSES ROSA CHIN. FRINGE LORAP ORNAMENTAL GRA; LOVE GRASS ERAGI MUHLY GRASS MUHI DWF MAIDEN GRASS MISC WILDFLOWER/NATIVE GFu SEASONAL COLOR - ASSORTED VARIETIES LAWNS - BERMUDA GRASS ALL BLACKBERRY PLAN' IRRIGATION. LANDSCAPE NOTES: 1. TOPDRESS ALL PLANT BED! DEEP. 2, ALL PLANT BEDS SHALL BI AREAS WITH ROUND -UP APPI DEBRIS, ADD 4?'OF COMPOSTI 3. SEPARATE ALL LANDSCAPE 4. THE LANDSCAPE CONTRAC MOWING, WEEDING, IRRIGAT MAINTENANCE OF ALL PLAY OWNER WlIO WILL THEN BE f 5. PROVIDE ONE YEAR WARR) AND GROUNDCOVERS, EXCLt CONTROL: EXTREME WEATHE 6. ALL LANDSCAPE AREAS SH SPRINKLER SYSTEM WITH RA H C L M ES COMMERCIAL 2629 DICKERSON PKWY SUITE 110 CARROLLTON, TX 75007 972.242,1770 TEL, 972 242-29,31 FAX datc, .7/,4/,2 Kenrlkh -A Trangidne tndscaPe Architect 4. RP'll"V Y!�41:1" Rim co c\j W >< r. cc! ZE < (:L cp < Cz Cz 0 U) < co 2 c: 0 CL SHERMWER L-1 � PROJECrNUMER 000000 i a BLACKBERRY FARM EAST ENTRY GATE NOT TO 50ALE BLACKBERRY FARM WEST ENTRY GATE M U Q N O N O 6 3 } W Ly r W W H m v 0 w v v L U C v U N d' Ln O_ Ln Ln Ln _O .n 0 I U O 0 0 U O Q O N N_ C7 N h a W ry Ut I W LijW L 0 c C.) N It 0 1-1 in in in 0 I in 0 1-1 L: .y NFOREST �tg, o = SITE SANDY LAK Li No Scale LEGEND • 500 See Tree List for Description SCALE; 1"=60' 0 30 60 120 CITY OF CARROLLTON VICINITY MAP 328.7 AC. DALLAS GUN CLUB Vol. 79215, Pg. 1409 1317 9"E D.R.D.C.T. 4 3 160 94171 , 22 N89036'1 94281 259 4'241 N237� � r CITY OF COPPELL 3 44958 : 964 N9 6 98� � / \.44 k-5 \ N�4 ` \ \ / �12i2�21t 172 �1 36 (1131 29 1 7 110 106 101 i 14 �\ it � 105 N10 44940 N 41 ( I / 968 \ 44985 4149 / / / \ \ +1238 \ 41234 Jiaz44�22344213 1181 •Ni79 I 44133 44, / 125 / Z N \ / I / .N / \ 232 I / N222 214 \ N123 108 17104 103 — \\ \ 97\ / 40939 \ ` / -'\V966 // f — / / 44254 712+4�l24fL \ ` 442 8 221ON 41194 \ 4'�178 ,40. I 'N'� 112 / / ! 942 r 1108 41957 1 41g 7 ��� / / \ \ ` J4 21 •N173 136 1 ��qg 47111 113 914124 \ \ \ 1N95 � 988 // PROPOSED RET !"�� /SAL -L_ i� •N243-4,�9 \ `�'�, \� �2,5�N2� X11'1 \ ,74 69 Ilia, 41,57 I �1 „4 ' i .N 27 282\ 94252 \ — \\ \ \ N1 BL Q D 1 tN110 2p1107 41956 1111 I • N989 // / / / / / / 25� 442,6 \ \ , ,y / ! 115 J4938 \ 949 41951 5 ••Nt„0 I g84 991 1 7 / 268 \ \ \�2 2 198 189 i” 6B / / ! ! 142 — �1 9118 118 — — LAKEWOOD ESTATES \\�\ \ ! / ! \ / .N ) N„09 1112 / I J4 / $ •N 7 \�\� 228 e , J4 °f 41 44, y_4N75 67 158- '� — N117 \ \ \ 1199 944 i 9 411105 94915 / / / 41982 / / / / ! / 442632 3 4125 \ 27 X108 188 1B( 4� ! [ 143 \ \ \ I , • •Ngo 1078 Nps Z 104 916 9145 41970 / I / / / / ITS / 44264 44274 �I12� 249 \ \ \ \ 44284 4104 200 187 •N305 •Nt8 163 1 9 / �,44 N945 , J✓ I 918 91 P912 ! (� �IIJJ 1 277 \ N&95 296 304 41 4160 // / / 148 41310 _ -+-• ..�"�^^ \ 441007 I �t0 ``11082 4 h4913 / 41993 / J 1995 / 26 \ \ \ 202 201 129 300 30@ ore ! I 3 1 �fJ 911 / j / 1276 J \ \ \ J4283 �i1203 N29t3' 3 j �2 t �/ / / 152 147 N41 g Q�� 1101 919 N 4 / `\ g �N299�N \ \ 1 ! ! 441079 411344921 `� / 44971 \ / / / / / / /^ / \ /' / \ \ T(279 \ �ir48 •2�iJ292 j293 294 41303 41 181 �/ / 154 N751 150 r 309 \ •N920 _ r / \ 4428 298 289 44290 // / 326 1001 / 1005 / g 3 922 4!907 910 pp 314 312 �.- 1002 i 2 , 1 I \ / 8'45 / / \ / 44828 / / / \72✓'4128@ 44393 74 / / / // / 321 •J4 N311• \ 4N004 44906 149 41982 / / 840 / \\ \ •N382 '77 // / 323 •N313 / i \ \ N38-4 J4� / 41385 Q20 N322 jN'� I 4 41827OW 21 \ \ 392 N� 41 J4 I if / / 384 41 I • 9 \ 41973 / / sl4/�/ / / // ^ \ \ ' \l 1V 3$4 381 378 / / �u�18 7J 3 N31@ 324 328 S87 O i '? \ / 108 �92 8 7u��! 974 6/// • ' / 448�T9 // , \ \ 822 /44818 \\ 450\ 1 44391 41366 •N3809 ! / / 361 363 4366 1351 41315 41329327 7 � 6 a 2 E 38-9. ' I �I" M \ , // /%/ 4J 41826 / / 44$15 ; \ \ 41389 41390 •N37�! 14136 gON 0353 INy16 330 I ' 3 I / I / , 419 ' 17A\ \ 4 / r J4 -1w \ \ \ 44823 44819 / 44816 814 ` ` 44395 N39441395 I 't *N 350 79 — — 551 i ' 901 1 1 I / \ \ 817 , \ 3 7 400 1 � JN 338 37 1 I S5j6 tS575/ 572 4 9 •S544 \ I 1008 \ 9934 �� 2 411096 1 BS I\ / .N' \ / ` \ \ I 4'34398 , t `� 'N 342 I 331 / � 937 N89 • 00\ 3399 � 348 � � 7 577 rs 38 898 / t 11 / •N345 343 339\ 335 — — 5582 ( s4s 38 1 \ I JN 8 ! ! ! I ! / / ! 1 41 i \ 4N 20 L8 ��' �� 9 41401 �357 41348 44341 4333 83 \ •S553 351 \ 441009 I ! � � I 41 \ ' iii \ v 44447 41 2 `` \ f � \ 4� J N42� 424 I 570 �s55a 5+� 5 / I \ 441010 7 B 895 I 44979 656 1 i ! I44,��21 O \\ 44813 44452 / JN 1403 4O 406 \�>° — N4?2 �4 \ y rs57@ .ss46 ,ss 1 •s54o `� P R P ET I N I N G �L \ i @ i 44@55 854 , •NBt2 1 \ \ .t4 .N JN + 71 •'194 •s 7 \ / 137 932 10 / 441095411094 44857 , �'18 11 !!! ! ! 441181 N1188• 11 I "N607 I 41454 //4!455 \ �� \ \\ , 4 � N4 44425 o •S585 �rS568 33 / / I I 1 N,fi36 41 89 / %N3 2 ` 4x118 I ! ! 441180 441204 1201 N120 \ I•N605 44804 � / � � \ \ 4 �4n- �4 •N426 •S555 •S531 .5537/ / \ , / 863 LL z�861 656 44 ,15 ,165 ! j 1 1 �u 1200 \ ' �2 J \ \ 417 4 44419 427 I . 6 -/ 1 / / 441011 .N 44860 t � 1 / 44448 \ \ 55651 584 56 y / 441012 I 1138 889 4489 8 44865 44859 \ I \ I I I 1\79 411208 411205 • \ 441190 .N80° 41799/ 47,58 \ \ \ 4 \ I s5s7 ` 'N' 1014 r Jot 4 \ ,22 'm1i6 ` `N'i 67\ I / I I t \ •M1207�1 4+„99 \ , 2 / 7 B LIMI S OF STORAGE POND .N . ,S55;--\ C 891 664 l / N1202 N 1B 433 N43 •N431 / _ \ r•S53 / •41015 ! 44 7 \ 866 441182 Ilia \ ' / 117 } \ 4412 1198 \� /797 1 �MT \ \ \ 442 \ vi5 S589 / / / / / 1016 J4872 ` \ 1119 1 r \ \ ' \ 4N \ / J1 4 � 1 542 44539 / 44469 \ \ •, 5590 / 9 / / N885 �N 74 3 133 1125 94871 9 2 441124 0 441118 ( 441175 I 1 , \ l 1 \ \ 44798 44548 9 / 4N468 \ \ 41441 +39 / N439 41436 «S591 / � / / /� /' 1 N87 130 •N �dI`` \ Ili�I \ \ \ \ \ 1198195 J \ 1191 l N�47 1 I \ ` 1 J4538 467 sS0wiN472 J4f7O • 437 / 112 1128 J4112625 1117 Jltt,,� I 911 4 \\ \ \ / \ 9 / J4541 I i' \ IN4?4 4 459 0 1_ 41471N 1017 l ff47���1 f P! �92 I •S561 gI 1 441127 / 1 \ 488 1 N\ 4B4 - ' 13 / / 2! / \ \ 7132 J4B76 ✓171 1087 088 \ I 411181 ( 1 I / \ \ \ \ \ / 44 94 1� 5 4! \\ 41460 , J44 •944 / 883 J4 4' 1 \ 441153 1156 ' I / 453 • +7 N6 9493 ! / r / / 441020 1 \ / 882 \ ON , / 44115 441180 \ \ \ \ •12 \ 1 2 \ / 7 4 �I 4!537 44481 !. �4��44 I N� I •S 1022 N881 \ ' ' , I ' / \ \ \ \ / �T� J1 �211 1 Jib44 i' 483 1 • 44 tN J4 \ / / � i �78J44� '2, \ 1 9 n/ 11 A / 441157 I � \ \ 1J7 J”, I \ .% J4536 � 2 1 / 41502 � JN 45 V� . - \ I 23 •N,025 8 4il42 4411514441 / / 44528J� J'487 LAKEWOOD ESTAT S p \ ��S5z25 026 N87�• 4+ 2\ 441141 \ / •N1149 1 \ , ' \ \ �` I � I41554 -�/ / 496 A491 N489 \ •N�18 1058 1147 \ 1 6 I 5N4 / X1492 Pg. 95 ;S5 9n \ 1 \ \ \ ! 8 \\\ \ \ 1447 / 7179, \ 1 I4l555 1453514534 Ni •i4500 44648 N49 493 Vol. 94057, P 60 v \ 1057 1148 \ D. 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S59 B _ A1027 441029 \ ' 441212 \ \ \ \ \ 7 ri .NW \ 44507 ` (� — 97 \ — — 41028 \ 441058 J4 / % 1213 \ \ 87 603 41530 — / 445069 \ 5 \ \ / 1030 \ t4 \ \ \ \ 716 �1_ 1 i@o2 'N 9 512 \ IN \ 1 2 9 : \ / \ \1 •S 3 \ / ' I N1031 J410 O;1S � / 441215 \ �2 \ / 563 OS ON' 52� 4450944 10 011 • Z \ V 2 514 / i4WF""` 1051 1061 \ — 083 781 ,�4 \ ` 852 09 �3p / 3 (� \ 1037 f`N1053 \ 0 1289 / \ \ \ \- - ' I ,p! / 565 44559 / 1 ,jlS3 •41531 u N 1 0 ��../ \ i 1 51 \ / , 441038 NI0j4 441054 441055 • I �\ _ 0 _��4 600 607 ° 528 25/j 515, 5. 51 x ��tt44 % % � M4520�j5, •5600 \ \ \ / ' / 1035 \ N122 1211 441218 \ \ / C�178B / } \ \ 445 81 812 t3 44815 44527 / 'N5�4' 4N523 N521 r"" • 1214 777 / - / /\ 522 N N1044 \12 2 3 441218 4 ��7 417 / �'%� \ 806 �` 814 618 640 / I \ 441042 °1049 i \ 1224 t2 12 .N 4711219 759 \ \ 18'Y' •N / 4156 570 p/ X4627 .�. / / •S50$ \ /11.11 ` \ N1038l9 1 /, :�•C1>945 / 1 \ •N 441085 ` �1 3 \ \ 4776 / 1 / 'f' 6 / \ 418'I6 J16� / 7 1 \ EASEIVIL\T` �`9�` ""^�`—•AT046 \ t2 6 \ 44784 \ 768\ �77 l Jideg 4!572/ J 1 517476196 0 628 47 39 41836 \ (4107 47�i \, 578 C \`\�\ �N �N 8 7 44649 •S \ 1071 769 /\l J4 \ l l J1 / - \ I i 03 \ / / \ \ ��41 1069 \471073 \ N75 / 44766 / ` 'N 7 74 I j j P R 0 P $ D 629 \ 44651 \ \ \ 549@ / / / �` \\ / 941074 1075 41762 44757 /! / / 47582'58' \ 9457 \ �/ j // H I K/�E 8c BIKE 5 .N 0 0 / \ / ( / / //// J `\ ��►! 38 '� \ 1 447 / 4170 70 44583 \ 575` ` / 1 //// �CI CK F , 44632 834 4642 r \ \ — / \� 751 44734 'N7o4 I I / / // J4 m \ \ /' 97 \ \ /�'/ 'ice f �- ` 12' X14 \'�, 7 i .N 1 .N 2 ,� ///1 ~- 4354 '_ `_��� \ \ 245 12484 Y1' JN 7351 733 16 �° I .N�4 6 / / 4' 33 636 641 O04 •s % Y/� /%'�'�/ / ''--.' �T- •• 43 \ 749 7 I O I l' os 1 0 / i'�/// '� 438 4 4ze \ 4 _ 7 � RETAINING WAL I — A496 j //// /// ' .S433 ,SO22 I 7 J4 30 9473147732 / / 544714 1 ' 44701 1675687 / ' / /// ✓� 1 �tt� 7 \ 748 91729 / 4471 �f"'z J4 1r J I ! / '// / \ \ 4p 898 / / // / .,s+s@ •s439 .tS42 \ \ % 7t�i I 440 / / j ! /� •S47j, -�54y, •� 16 N695 699 97 J4683 ( / / \ / - /✓�— '�' I 45+ r i \ \ \ \ �N742 47 BL OCr�7,7p � \\ 606 ' -� 4425 \ \ \ 7 N74 9 44694 / 94677 / 61 +S / / i \ / \ \ 1 8>� / an 3 \, �5\\ 743 %740 727 I9",/ '// ' `� `. � / 2 3 •$480 45I •.5453 •S�Y,4 \ X22 i� ` • — 726 89B / / /iN8 9 6 � .Z 451 g \ \ J4 6 / 663 Q \ / 549 •" // / 474 •S44 rS441 Jg21 \ \ 8 0 ) S7 v \ 0 S44i // 4 , / \ 2 t \ �- 94716 ! 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CENTRAL EXPY. SUITE 113 (972) 881-0771 PLANO, TX 75074 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 .7/14112 AND KAF LANDCAPE ARCHITECTS 1205 Valley Ridge Drive, Keller, Texas (817) 379-4011 76248 JOB NO. 10542 M U 0- 6 0 �r N 0 U 0 z a N N C6 N 0 N O 3 a r w I w Li C" a 0 w L U L O c a� 0 N n O i L Ln Ln i un 0 1-1 6: REE NO. DIAMETEF SPECIES Blackberry Creek North % LIVE DAMAGED, CROWN DISEASED DEAD PRESERVE REE NO. DIAMETER SPECIES INCHES CANOPY FT W CROWN CLASS % LIVE DAMAGED, CROWN DISEASED, DEAD PRESERVE REMOVE INCHES W N E S 15 6 4 S 101 14 American Elm 4 6 8 8 CD 40 14 S 102 10 Cedar Elm 4 8 10 6 CD 80 10 1 103 12 Cedar Elm 0 6 12 8 1 90 12 CD 104 15 American Elm 8 8 10 8 1 50 15 CD 105 12 Cedar Elm 2 6 10 8 CD 90 12 CD 106 18 Bois De Arc 12 15 10 8 CD 40 18 1 107 18 American Elm 10 18 10 6 1 50 18 I 108 15 Cedar Elm 10 10 10 10 D 90 15 S 109 20 Bois De Arc 15 12 8 8 CD 40 20 1 110 20 12 236 12 American Elm 10 15 4 4 CD 111 10 Cedar Elm 6 8 8 10 CD 75 10 D 112 8 Cedar Elm 0 15 10 1 0 1 70 8 S 113 12 Cedar Elm 0 0 20 0 CD 70 12 1 114 10 Cedar Elm 6 12 6 6 CD 60 10 1 115 12 Cedar Elm 4 15 10 8 CD 70 12 CD 116 8 Pecan 0 0 6 0 S 60 8 1 117 16 Bois De Arc 6 15 10 6 1 60 16 S 118 8 Cedar Elm 6 12 6 8 CD 20 8 S 119 8 Bois De Arc 6 4 6 12 CD 40 8 S 120 6 Bois De Arc 6 6 6 6 CD 40 6 6 121 6 American Elm 0 0 10 15 CD 50 10 6 122 10 Cedar Elm 4 8 15 15 CD 70 1 1 123 20 Bois De Are 10 10 10 10 CD 50 20 1 124 20 Cedar Elm 15 15 20 12 D 70 20 1 125 6 Cedar Elm 0 8 10 0 S 40 6 S 126 1 8 Cedar Elm 0 4 4 12 S 40 8 CD 127 10 Bois De Arc 6 8 10 8 CD 50 10 1 128 10 Cedar Elm 6 8 6 0 CD 80 10 1 129 24 Bois De Arc 10 15 15 0 CD 60 24 1 130 30 Bois De Are 12 20 15 15 CD 70 30 D 131 12 Cedar Elm 10 15 6 0 1 50 12 1 132 10 Bois De Are 6 10 10 8 S 40 10 1 133 20 Cedar Elm 15 10 10 20 D 70 20 1 134 10 Cedar Elm 8 18 6 4 CD 60 10 1 135 24 Cedar Elm 10 10 25 1 12 D 90 24 1 136 6 Bois De Are 6 6 6 6 S 40 6 1 137 10 American Elm 8 0 0 10 1 60 10 D 138 24 Cedar Elm 12 20 15 15 D 80 24 1 139 6 Cedar Elm 4 6 6 8 CD 90 6 D 140 10 Cedar Elm 8 2 10 15 CD 90 10 1 141 8 Cedar Elm 6 4 4 6 1 90 8 S 142 15 American Elm 20 20 20 15 D 90 4 15 143 12 Cedar Elm 15 20 10 10 CD 90 6 12 144 6 Cedar Elm 2 4 6 6 1 90 4 6 145 8 Cedar Elm 10 15 6 10 1 70 4 8 146 10 Cedar Elm 8 10 8 6 CD 80 6 10 147 12 Cedar Elm 8 15 10 8 CD 80 8 12 148 10 Cedar Elm 6 8 6 6 1 90 8 10 149 20 Cedar Elm 4 10 8 10 CD 90 8 20 150 8 Cedar Elm 8 4 2 6 1 80 8 8 151 12 Cedar Elm 6 4 4 8 CD 90 4 12 152 15 Cedar Elm 6 12 8 12 CD 90 6 15 153 6 Cedar Elm 4 4 6 6 1 70 4 6 154 12 Cedar Elm 8 10 8 6 CD 90 0 12 155 20 Cedar Elm 18 10 10 20 D 90 6 20 156 8 Cedar Elm 5 12 8 10 CD 70 15 8 157 6 Cedar Elm 2 4 4 4 S 40 6 S 158 18 Cedar Elm 2 25 15 10 D 90 8 18 159 10 Cedar Elm 10 6 4 6 1 70 4 10 160 10 Cedar Elm 10 4 6 10 1 80 4 10 161 10 Cedar Elm 10 6 8 10 D 70 4 10 162 6 Cedar Elm 2 8 6 4 S 30 4 6 163 26 Oak 15 25 20 15 D 100 4 26 164 8 Cedar Elm 8 6 8 10 1 70 6 1 8 165 6 American Elm 6 6 4 4 S 70 4 6 166 8 Cedar Elm 6 6 6 6 1 70 4 8 167 10 Cedar Elm 8 8 8 8 CD 90 10 10 168 8 American Elm 4 10 8 4 1 90 8 8 169 15 American Elm 10 8 6 8 1 40 15 1 170 8 12 296 10 American Elm 8 15 6 4 1 171 12 Cedar Elm 10 6 8 15 CD 90 12 1 172 6 Cedar Elm 6 8 6 4 1 70 6 1 173 8 Bois De Are 4 8 6 6 S 70 8 1 174 6 Cedar Elm 6 6 6 6 1 60 6 I 175 8 American Elm 0 8 6 2 1 70 8 8 176 6 Cedar Elm 4 8 6 6 1 70 6 6 177 12 10 303 8 Cedar Elm 2 4 6 6 1 178 6 8 304 6 American Elm 4 10 6 4 S 179 12 Bois De Arc 4 6 12 12 S 70 12 S 180 36 Oak 20 20 20 25 D 80 36 CD 181 10 American Elm 4 10 15 6 1 60 10 S 182 12 Cedar Elm 8 15 10 6 CD 90 6 12 183 10 Cedar Elm 6 20 6 0 1 70 10 10 184 12 Cedar Elm 6 15 4 6 1 70 8 12 185 15 American Elm 8 15 10 6 1 70 10 15 186 8 Cedar Elm 4 6 10 6 1 80 6 8 187 10 Cedar Elm 8 15 8 6 1 70 4 10 188 8 Cedar Elm 8 10 6 2 1 80 15 8 189 8 American Elm 6 6 6 6 CD 80 18 8 190 8 American Elm 4 6 6 8 CD 90 8 8 191 8 American Elm 6 10 6 6 1 70 6 8 192 10 American Elm 8 10 0 6 1 80 8 10 193 16 Cedar Elm 6 10 10 6 1 80 16 CD 194 10 Cedar Elm 8 10 8 2 1 80 10 S 195 10 Cedar Elm 10 8 6 6 CD 90 10 S 196 12 American Elm 10 15 8 6 CD 70 12 1 197 20 Bois De Arc 10 10 15 15 S 60 20 CD 198 12 Cedar Elm 6 15 10 10 CD 70 6 12 199 10 Cedar Elm 12 15 6 4 CD 70 20 10 200 12 American Elm 4 10 6 6 CD 80 6 12 201 12 American Elm 6 8 6 10 1 70 4 12 202 15 American Elm 8 15 10 10 CD 70 8 15 203 8 American Elm 4 15 10 6 CD 60 8 8 204 8 American Elm 4 15 10 4 1 70 6 8 205 8 American Elm 6 6 2 4 1 70 6 8 206 8 American Elm 6 4 4 4 S 60 2 8 207 10 American Elm 4 8 6 6 S 70 6 10 208 12 American Elm 8 10 6 6 1 80 6 12 209 12 American Elm 8 15 20 6 CD 90 12 1 210 10 Cedar Elm 4 15 8 4 CD 90 10 1 211 24 Bois De Arc 12 15 20 15 1 20 24 CD 212 12 American Elm 8 8 8 8 1 80 12 1 213 8 Cedar Elm 10 6 6 6 1 70 8 1 214 10 American Elm 8 8 8 8 1 80 10 CD 215 12 American Elm 6 15 10 8 CD 80 12 CD 216 18 American Elm 8 15 15 4 CD 90 4 18 217 14 American Elm 18 15 12 15 CD 90 8 14 218 8 American Elm 2 12 12 4 1 80 10 8 219 10 American Elm 8 6 4 8 1 70 8 10 220 8 American Elm 6 6 6 10 1 80 8 1 221 12 American Elm 15 8 6 12 1 90 12 CD 222 8 American Elm 10 4 4 6 1 80 8 D 223 10 American Elm 10 6 2 8 S 80 10 1 224 8 American Elm 8 6 2 8 S 90 8 1 225 12 American Elm 8 10 6 12 1 90 12 Inches Preserve Remove ROW 648 570 Inches Preserve Remove ROW 820 594 Trees Preserve Remove ROW 56 62 Trees Preserve, Remove ROW 66 56 REE NO. DIAMETEF SPECIES CANOPY FT CROWN CLASS % LIVE DAMAGED, CROWN DISEASED DEAD PRESERVE REMOVE INCHES W N E S 226 10 American Elm 8 15 6 4 S 60 10 227 10 American Elm 4 10 6 10 S 60 10 228 8 1 American Elm 6 10 6 6 1 70 8 229 20 American Elm 15 12 10 20 CD 80 20 10 230 14 American Elm 12 6 6 12 CD 90 14 12 231 20 American Elm 15 12 10 6 CD 90 20 8 232 8 American Elm 6 8 8 10 1 70 8 15 233 12 Bois De Are 12 15 6 8 I 40 12 8 234 20 Bois De Are 10 10 10 10 S 60 20 20 235 20 American Elm 18 10 6 15 1 80 20 12 236 12 American Elm 10 15 4 4 CD 70 12 8 237 16 Cedar Elm 10 12 8 4 D 70 16 6 238 8 American Elm 4 4 4 4 S 80 8 239 8 American Elm 6 6 4 6 1 70 8 14 240 8 American Elm 6 8 6 8 1 70 8 10 241 14 American Elm 8 15 10 12 CD 80 14 8 242 14 American Elm 6 10 18 15 1 70 14 8 243 8 American Elm 5 6 6 6 S 80 8 8 244 6 American Elm 6 4 6 10 S 70 6 10 245 12 Bois De Arc 8 10 6 15 S 40 12 10 246 8 American Elm 6 12 8 6 S 70 8 10 247 10 American Elm 15 12 10 10 1 80 10 248 6 American Elm 4 15 6 2 1 70 6 24 249 8 American Elm 8 15 6 2 1 60 8 250 6 American Elm 4 8 6 2 1 70 6 251 8 American Elm 10 6 6 4 S 60 8 252 8 American Elm 6 6 6 6 CD 70 8 6 253 6 American Elm 4 6 4 4 1 70 6 8 254 8 American Elm 6 4 8 8 1 80 8 6 255 8 American Elm 6 0 4 8 1 70 8 14 256 22 American Elm 15 20 25 20 D 80 22 14 257 18 Cedar Elm 8 6 10 15 1 70 18 10 258 10 Cedar Elm 4 6 15 4 1 70 10 6 259 8 Cedar Elm 4 8 12 6 1 70 8 8 260 8 Cedar Elm 4 6 6 6 1 80 8 8 261 12 Cedar Elm 8 12 10 10 1 70 12 6 262 8 American Elm 8 8 4 6 1 80 8 12 263 8 Willow 4 6 8 8 D 90 8 264 6 American Elm 4 8 6 6 1 90 6 12 265 12 Willow 8 15 8 6 D 90 12 18 266 6 American Elm 8 6 6 4 1 90 6 8 267 6 American Elm 8 6 4 2 S 80 6 20 268 6 American Elm 0 10 6 4 S 70 6 6 269 8 American Elm 4 6 6 6 S 70 8 10 270 8 Cedar Elm 4 8 6 4 S 80 8 28 271 10 Cedar Elm 2 10 10 4 1 80 10 8 272 6 American Elm 8 2 4 6 1 90 6 6 273 6 American Elm 4 4 6 8 1 40 6 274 8 American Elm 8 8 8 8 1 50 8 275 8 American Elm 6 4 6 8 1 80 8 276 8 American Elm 8 4 6 8 S 20 8 277 10 American Elm 8 6 6 4 S 30 10 278 8 Cedar Elm 8 8 6 6 1 70 8 279 12 Cedar Elm 8 15 10 4 1 70 12 280 10 Cedar Elm 8 10 6 0 1 50 10 281 14 Cedar Elm 4 15 8 6 CD 80 14 282 16 American Elm 12 20 10 15 D 90 16 283 8 American Elm 2 6 4 4 S 70 8 284 8 Cedar Elm 8 8 6 8 CD 90 8 285 8 American Elm 8 10 6 4 1 90 8 286 8 American Elm 8 6 8 4 1 80 8 287 6 American Elm 6 10 6 4 S 60 6 288 14 Cedar Elm 6 20 20 4 CD 80 14 289 8 American Elm 4 8 6 4 CD 90 8 290 10 American Elm 8 12 8 6 1 CD 90 10 291 8 American Elm 10 6 6 4 1 80 8 292 8 1 American Elm 8 10 6 4 1 90 8 293 8 American Elm 8 6 6 10 1 80 10 8 294 8 American Elm 4 6 6 8 1 90 22 8 295 12 American Elm 8 8 8 6 1 90 8 12 296 10 American Elm 8 15 6 4 1 90 16 10 297 8 American Elm 6 10 10 2 1 90 8 8 298 8 Cedar Elm 6 4 6 10 1 90 6 8 299 10 American Elm 6 8 2 6 1 80 10 10 300 8 American Elm 2 20 0 0 I 90 20 6 301 14 American Elm 8 8 8 8 CD 90 10 14 302 10 American Elm 4 12 10 6 CD 90 12 10 303 8 Cedar Elm 2 4 6 6 1 80 6 8 304 6 American Elm 4 10 6 4 S 70 10 6 305 8 American Elm 6 10 10 4 S 80 8 8 306 10 American Elm 4 6 12 6 CD 90 10 307 8 1 American Elm 4 10 6 4 S 70 20 8 308 20 1 Cedar Elm 6 20 20 6 CD 80 20 309 18 Cedar Elm 10 20 15 10 CD 80 18 310 8 Pecan 4 6 8 8 S 90 8 311 18 Cedar Elm 6 8 12 1 10 CD 90 18 312 10 Bois De Arc 6 10 15, 6 1 50 10 313 10 Bois De Arc 6 8 12 4 1 50 10 314 24 Cedar Elm 15 15 15 15 D 90 24 315 20 American Elm 12 10 15 18 CD 80 20 316 10 American Elm 8 8 8 8 1 90 10 317 8 American Elm 6 4 4 6 1 80 8 318 14 American Elm 12 10 15 8 CD 90 14 319 12 American Elm 12 10 10 12 CD 90 12 320 8 American Elm 2 6 8 4 S 80 8 321 10 American Elm 2 8 4 2 S 90 10 322 6 American Elm 4 6 5 6 1 80 6 323 8 American Elm 6 6 6 6 CD 90 8 324 8 American Elm 5 6 8 6 1 80 8 12 325 20 Cedar Elm 16 15 25 20 D 90 20 12 326 10 Cedar Elm 8 6 4 6 1 50 10 30 327 8 American Elm 6 10 4 1 4 1 70 8 6 328 10 American Elm 8 8 8 8 CD 80 10 329 10 American Elm 6 10 8 8 CD 90 10 6 330 12 Cedar Elm 6 4 10 6 CD 60 12 16 331 20 American Elm 6 10 18 6 CD 70 20 10 332 6 Cedar Elm 4 10 6 2 1 70 6 12 333 16 American Elm 8 10 18 6 CD 80 16 12 334 6 American Elm 6 6 6 6 1 70 6 8 335 6 American Elm 10 15 8 4 1 80 6 8 336 8 American Elm 4 8 6 12 1 70 8 14 337 6 American Elm 6 6 6 1 6 CD 70 6 338 6 American Elm 6 6 8 12 1 80 6 339 10 American Elm 4 8 12 6 1 90 10 340 12 American Elm 8 6 4 8 CD 80 12 341 6 American Elm 6 12 8 4 CD 90 6 342 6 American Elm 8 6 8 4 1 80 6 343 8 American Elm 8 8 6 8 CD 80 8 344 8 American Elm 8 6 15 10 CD 90 8 345 8 American Elm 8 8 8 8 1 80 8 8 346 1 6 Cedar Elm 4 6 10 4 1 80 22 6 347 10 American Elm 4 15 10 4 CD 80 10 348 20 American Elm 15 10 15 8 D 90 20 349 6 American Elm 4 10 6 4 1 80 6 350 8 American Elm 12 4 4 4 1 90 12 8 Inches Preserve Remove ROW 648 570 Trees Preserve Remove ROW 56 62 REE NO. DIAMETEF SPECIES CANOPY FT CROWN CLASS % LIVE DAMAGED, DISEASED, CROWN DEAD PRESERVE REMOVE INCHES W N E S 351 12 Cedar Elm 10 6 6 12 1 90 12 352 12 American Elm 6 6 6 6 1 80 12 353 10 1 Cedar Elm 6 6 12 4 1 80 1 10 354 10 American Elm 4 8 10 6 1 80 10 355 12 American Elm 6 8 8 4 CD 90 12 356 8 American Elm 6 6 4 12 1 80 8 357 15 American Elm 6 6 15 10 CD 90 15 358 8 Cedar Elm 6 6 6 6 S 70 8 359 20 American Elm 15 10 6 15 1 10 20 360 12 Cedar Elm 15 20 6 10 CD 70 12 361 8 American Elm 6 8 2 4 1 70 8 362 6 American Elm 8 8 6 4 1 70 6 363 8 American Elm 4 4 4 4 S 80 8 364 14 Cedar Elm 6 20 10 6 CD 80 14 365 10 Cedar Elm 6 20 10 4 1 70 10 366 8 American Elm 4 4 6 6 1 70 8 367 8 Cedar Elm 6 12 10 8 1 80 8 368 8 Cedar Elm 6 6 10 4 CD 80 8 369 10 Cedar Elm 6 6 8 2 1 80 10 370 10 American Elm 6 8 6 6 1 80 10 371 10 American Elm 6 10 6 2 1 80 10 372 14 American Elm 12 6 10 12 CD 90 14 373 24 1 American Elm 20 6 6 20 CD 70 24 374 8 American Elm 4 6 6 12 1 80 8 375 8 American Elm 10 12 4 4 1 90 8 376 8 American Elm 4 8 15 1 6 CD 60 8 377 6 American Elm 8 12 6 4 1 70 6 378 8 American Elm 6 12 4 4 1 70 8 379 6 American Elm 6 12 4 2 1 80 6 380 14 American Elm 8 20 10 6 CD 80 14 381 14 American Elm 12 20 6 4 1 70 14 382 10 American Elm 4 10 6 6 CD 80 10 383 6 American Elm 4 8 4 4 1 70 6 384 8 American Elm 6 6 6 6 1 60 8 385 8 American Elm 6 10 4 4 1 70 8 386 6 American Elm 6 4 4 6 1 80 6 387 12 American Elm 6 6 8 8 CD 90 12 388 10 American Elm 6 12 6 4 CD 80 10 389 12 American Elm 8 10 15 6 1 90 12 390 18 Bois De Arc 10 15 10 8 CD 10 18 391 8 American Elm 4 10 8 4 S 90 8 392 20 American Elm 20 30 20 20 D 90 20 393 6 American Elm 8 6 4 4 1 80 6 394 10 American Elm 8 12 6 4 CD 90 10 395 28 Bois De Are 15 25 4 10 CD 80 28 396 8 American Elm 8 6 8 8 1 90 8 397 6 Cedar Elm 0 20 15 0 1 80 6 398 10 American Elm 4 20 15 6 1 80 10 399 10 American Elm 8 15 8 6 CD 80 10 400 8 American Elm 6 4 6 8 1 80 8 401 8 1 American Elm 6 10 1 6 4 1 50 8 402 24 American Elm 20 20 20 15 D 90 24 403 14 American Elm 8 8 8 8 CD 80 14 404 16 American Elm 12 15 15 15 CD 70 16 405 14 American Elm 8 4 2 10 S 40 14 406 24 Oak 15 18 24 10 D 90 24 407 8 American Elm 8 8 8 8 1 80 8 408 8 American Elm 8 6 8 10 CD 80 8 409 6 American Elm 6 4 4 10 1 70 6 410 6 American Elm 6 8 6 6 S 80 6 411 14 American Elm 10 6 8 15 1 80 14 412 6 American Elm 6 10 6 4 S 60 6 413 24 Oak 12 1 15 22 10 CD 90 24 414 8 American Elm 4 10 6 4 1 80 8 415 10 American Elm 4 8 12 6 CD 90 10 416 6 American Elm 3 3 6 6 S 80 6 417 1 14 American Elm 8 8 8 8 1 80 14 418 10 1 Bois De Arc 6 6 6 6 S 50 10 419 22 American Elm 18 20 1 22 22 D 80 22 420 8 American Elm 6 6 8 8 S 90 8 421 16 American Elm 8 15 6 4 CD 80 16 422 8 American Elm 6 6 4 4 1 90 8 423 6 American Elm 8 6 4 8 1 80 6 424 10 American Elm 6 6 8 8 CD 90 10 425 20 American Elm 8 18 12 10 CD 90 20 426 10 American Elm 4 6 8 4 1 80 10 427 12 American Elm 8 10 8 6 CD 80 12 428 6 American Elm 6 10 2 4 S 70 6 429 10 American Elm 4 6 8 4 CD 80 10 430 8 American Elm 4 4 8 4 1 80 8 431 10 American Elm 4 6 12 6 CD 90 10 432 20 Bois De Arc 8 15 15 10 1 60 20 433 10 American Elm 4 15 10 4 CD 90 10 434 10 American Elm 6 6 8 8 CD 80 10 435 6 American Elm 4 4 4 4 1 80 6 436 14 American Elm 6 10 15 8 CD 90 14 437 8 American Elm 4 6 10 6 CD 70 8 438 8 American Elm 6 12 6 8 1 80 8 439 8 American Elm 6 15 8 4 CD 70 8 440 6 American Elm 12 10 1 8 6 1 80 6 441 8 American Elm 10 22 6 4 CD 90 8 442 10 American Elm 8 2 2 15 1 70 10 443 10 American Elm 10 6 10 10 1 90 10 444 12 American Elm 10 15 8 12 CD 70 12 445 6 American Elm 4 4 4 4 1 S 60 6 446 24 American Elm 25 15 10 30 D 90 24 447 6 American Elm 4 6 6 6 1 90 6 448 10 American Elm 10 18 6 4 CD 70 10 449 12 American Elm 12 15 20 4 CD 80 12 450 12 Bois De Are 6 15 12 8 1 60 12 451 30 Bois Des Are 10 25 15 10 D 70 30 452 6 American Elm 4 8 6 4 S 60 6 453 10 American Elm 8 8 8 8 CD 80 10 454 6 American Elm 6 6 6 6 CD 80 6 455 16 American Elm 15 20 20 25 D 40 16 456 10 Bois Des Arc 4 10 15 4 1 40 10 457 12 Bois Des Are 6 15 12 6 1 40 12 458 12 Bois Des Arc 8 20 15 10 CD 90 12 459 8 American Elm 4 12 8 4 1 80 8 460 8 American Elm 8 12 8 6 1 90 8 461 14 Bois Des Arc 15 15 15 30 1 70 14 462 10 Hackberry 6 20 12 8 CD 40 10 463 6 American Elm 2 2 8 6 1 70 1 6 464 6 American Elm 6 6 8 12 CD 70 6 465 14 American Elm 12 2 12 10 1 30 14 466 8 American Elm 6 6 8 8 CD 30 8 467 12 American Elm 10 20 12 6 CD 80 12 468 14 American Elm 6 20 12 6 CD 90 14 469 14 American Elm 10 20 4 6 CD 90 14 470 8 American Elm 4 20 10 4 1 70 8 471 22 Bois Des Arc 10 10 10 10 1 40 22 472 10 American Elm 4 15 10 4 CD 80 10 473 10 American Elm 12 15 6 4 1 80 10 474 16 American Elm 12 20 12 12 CD 80 16 475 16 American Elm 8 10 8 6 CD 70 12 Inches Preserve, Remove ROW 282 1111 Trees Preserve, Remove ROW 25 100 7/14/12 SHEET 3 OF 7 54.855 ACRE TRACT BLACKBERRY FARM ADDITION EDWARD COOK SURVEY, ABSTRACT N0. 300 JOHN JACKSON SURVEY, ABSTRACT N0. 698 DAVID MYERS SURVEY, ABSTRACT N0. 886 COPPELL, DALLAS COUNTY, TEXAS PREPARED BY KADLECK & ASSOCIATES ENGINEERING PLANNING SURVEYING 2000 N. CENTRAL EXPY. SUITE 113 (972) 881-0771 PLANO, TX 75074 TBPE Reg. No. F-6460 PLS Reg. No. 100555-00 AND KAF LANDCAPE ARCHITECTS 1205 Valley Ridge Drive, Keller, Texas (817) 379-4011 76248 JOB NO. 10542 U a 0 0 V) v a� V 0 a 00 N ro N O N r` 0 a r w I w w C" m 0 w a� 0 0 c C) N n 0 i �n Ln Ln 0 i Ln 0 TREENO.DAMETEF DIAMETEF SPECIES Blackberry Creek North CROWN CLASS % LIVE CROWN DAMAGED, DISEASED DEAD REE NO. DIAMETER SPECIES INCHES CANOPY FT W CROWN CLASS % LIVE CROWN DAMAGED, DISEASED DEAD PRESERVE REMOVE INCHES W N E S 6 6 4 12 S 476 8 American Elm 4 4 6 4 1 10 4 8 S 477 8 American Elm 4 4 4 8 1 20 8 8 CD 478 8 American Elm 6 6 6 6 1 30 10 8 CD 479 8 American Elm 6 6 6 6 1 70 10 8 1 480 6 American Elm 4 6 4 4 1 80 12 6 CD 481 6 American Elm 6 10 4 4 1 70 4 6 CD 482 6 American Elm 4 8 6 4 1 90 20 6 D 483 14 American Elm 10 10 12 15 CD 80 20 14 CD 484 8 Bois De Arc 8 8 8 8 1 90 12 8 D 485 8 Hackberry 8 10 12 6 1 90 0 8 S 486 12 American Elm 4 12 14 4 1 50 4 12 S 487 6 American Elm 4 4 6 6 S 50 4 6 CD 488 10 American Elm 4 12 15 4 1 60 12 10 CD 489 10 American Elm 0 2 20 4 1 80 4 10 CD 490 6 American Elm 4 6 6 4 S 80 4 6 CD 491 6 American Elm 4 10 6 2 1 70 20 6 CD 492 8 American Elm 4 10 15 6 1 70 10 8 CD 493 8 American Elm 6 4 8 8 1 70 10 8 1 494 8 American Elm 4 6 10 12 1 90 15 8 S 495 10 American Elm 4 6 10 10 1 90 22 10 80 496 12 American Elm 6 15 12 8 1 CD 80 20 1 12 80 497 8 American Elm 4 6 6 8 CD 80 0 8 10 498 8 American Elm 4 10 4 4 CD 90 12 8 90 499 14 American Elm 6 4 15 12 CD 90 18 D 14 500 6 American Elm 6 6 4 8 CD 90 10 10 6 501 9 American Elm 8 8 8 8 CD 80 25 6 9 502 10 American Elm 4 12 4 4 CD 70 10 10 10 503 8 American Elm 6 6 6 6 1 70 12 12 8 504 7 American Elm 8 4 4 4 1 70 20 20 7 505 14 American Elm 18 20 15 18 D 90 4 8 14 506 7 American Elm 4 4 4 4 S 90 6 6 1 7 507 10 American Elm 8 20 15 6 D 90 12 20 10 508 15 American Elm 15 20 20 15 D 80 25 10 15 509 8 American Elm 6 8 6 10 CD 90 10 20 8 510 6 American Elm 4 12 4 4 1 80 12 6 CD 511 9 American Elm 4 4 4 4 S 90 8 9 1 512 6 American Elm 8 20 15 10 CD 70 20 6 CD 513 14 American Elm 4 10 1 8 4 S 60 15 14 D 514 7 American Elm 4 8 10 6 1 90 10 7 1 515 6 American Elm 4 8 6 4 S 70 15 6 CD 516 11 American Elm 4 8 10 4 1 80 15 11 D 517 10 American Elm 8 10 10 8 CD 90 6 10 1 518 6 American Elm 8 6 6 8 S 90 6 6 CD 519 13 American Elm 20 20 15 4 CD 70 6 13 CD 520 8 American Elm 6 6 6 6 1 60 10 8 1 521 6 American Elm 6 6 6 6 1 90 8 6 1 522 14 American Elm 20 20 25 20 D 90 4 14 CD 523 8 American Elm 10 10 10 10 CD 90 12 8 CD 524 11 American Elm 10 12 4 8 CD 90 15 11 CD 525 6 American Elm 12 6 4 4 1 90 6 6 CD 526 23 American Elm 18 20 15 15 D 90 0 10 23 527 12 American Elm 6 10 10 8 CD 90 2 12 12 528 14 American Elm 10 10 10 10 CD 80 8 6 14 529 15 American Elm 18 25 15 15 D 90 6 6 15 530 14 American Elm 15 15 18 25 D 90 6 15 14 531 14 Hackberry 8 6 8 10 1 80 6 20 14 532 17 American Elm 6 4 10 20 CD 80 18 6 17 533 24 American Elm 30 20 15 20 D 90 4 4 24 534 22 American Elm 25 20 15 10 CD 90 6 6 22 535 13 American Elm 2 6 6 2 CD 90 20 15 13 536 26 American Elm 12 30 1 20 10 1 D 90 15 8 26 537 16 American Elm 15 0 0 6 CD 90 6 4 16 538 18 Bois De Arc 15 12 15 20 1 70 15 0 18 539 17 Hackberry 20 10 6 6 1 70 15 0 17 540 10 White Oak 20 10 4 6 CD 80 0 0 10 541 6 American Elm 10 0 4 4 1 90 18 6 6 542 14 Hackberry 10 10 10 10 CD 80 12 15 14 543 15 Cedar Elm 10 20 6 10 1 90 12 4 15 544 10 Bois De Arc 6 6 6 6 S 70 15 15 10 545 24 Cottonwood 10 10 10 10 D 60 15 12 24 546 8 Hackberry 4 10 15 6 CD 70 12 4 8 547 31 American Elm 25 30 30 25 D 90 6 4 31 548 8 Hackberry 10 10 8 8 1 70 0 0 8 549 12 Hackberry 8 20 10 10 1 80 2 2 12 550 8 American Elm 0 0 0 0 S 0 DEAD 20 D 551 8 Hackberry 2 2 2 2 S 20 6 6 8 552 10 American Elm 6 6 4 8 S 90 4 8 10 553 30 Cottonwood 35 4 10 20 D 80 6 30 S 554 41 Cottonwood 25 25 25 25 D 90 20 18 41 555 34 Cottonwood 22 25 25 20 CD 90 20 10 34 556 36 807 682 30 Cottonwood 25 10 0 12 CD 557 14 American Elm 6 10 8 15 S 70 6 14 1 558 13 Hackberry 8 10 10 18 CD 70 8 13 1 559 16 Hackberry 15 20 10 15 CD 90 6 6 16 560 45 Cottonwood 30 20 20 30 D 90 20 10 45 561 36 Cottonwood 30 10 20 3 CD 60 15 15 36 562 14 American Elm 12 15 10 8 S 50 18 10 14 563 9 American Elm 8 2 4 8 S 90 20 10 9 564 8 American Elm 4 4 10 6 1 80 20 8 8 565 7 American Elm 6 6 6 6 1 80 18 6 7 566 6 American Elm 0 15 20 0 S 90 6 0 6 567 21 American Elm 10 10 25 15 CD 90 12 D 21 568 8 American Elm 12 15 12 8 S 80 6 4 8 569 19 American Elm 20 20 20 20 D 90 6 10 19 570 12 Hackberry 15 6 2 20 S 90 12 15 12 571 DISEASED 7 822 697 6 Ash 6 8 6 8 1 572 8 6 698 8 Soap Berry 6 6 6 6 1 573 30 Cottonwood 25 20 0 20 D 90 6 0 30 574 12 American Elm 12 6 10 10 S 80 10 1 8 12 575 7 Hackberry 15 8 6 10 CD 80 8 6 7 576 7 American Elm 0 0 12 2 S 10 10 25 7 577 6 American Elm 6 12 6 6 S 70 6 6 6 578 8 American Elm 6 0 12 10 CD 10 8 8 8 579 17 Hackberry 15 20 10 15 CD 70 8 6 17 580 14 Hackberry 10 22 18 6 CD 80 30 30 14 581 6 American Elm 4 2 6 6 S 60 10 8 6 582 8 American Elm 6 6 6 6 1 10 15 6 8 583 13 Hackberry 0 0 0 0 S 0 DEAD 6 1 584 10 Hackberry 6 20 10 12 1 60 4 8 10 585 36 Cottonwood 15 15 15 20 CD 70 6 6 36 586 15 Cottonwood 10 10 16 10 1 80 8 8 15 587 8 American Elm 0. 0 0 0 S 0 DEAD 4 1 588 40 Cottonwood 20 25 25 15 D 90 4 2 40 589 7 Hackberry 6 1 10 10 8 S 40 8 10 7 590 10 Hackberry 0 6 15 4 S 40 10 15 10 591 6 Bois De Are 4 4 10 10 S 60 10 6 CD 592 9 Bois De Are 8 8 8 8 S 80 8 9 1 593 8 Bois De Arc 6 8 6 6 S 70 20 8 D 594 10 Bois De Arc 4 6 4 10 S 70 18 10 CD 595 7 American Elm 15 6 8 12 1 30 22 7 CD 596 14 American Elm 8 6 10 10 1 30 12 14 1 597 8 American Elm 6 6 6 6 1 40 15 8 CD 598 13 American Elm 10 20 20 15 CD 70 12 13 1 599 6 White Oak 8 4 4 10 1 80 18 6 CD 600 17 Pecan 15 20 20 20 CD 90 17 Inches Inches Preserve Remove ROW 949 606 Inches Preserve, Remove, ROW 488 1018 Trees Preserve Remove ROW 53 49 89 Trees Preserve, Remove ROW 52 67 TREENO.DAMETEF DIAMETEF SPECIES CANOPY FT CROWN CLASS % LIVE CROWN DAMAGED, DISEASED DEAD PRESERVE REMOVE INCHES INCHES W W N E S 726 601 7 American Elm 6 6 4 12 S 80 22 7 727 602 12 American Elm 10 4 4 25 S 70 11 12 728 603 12 American Elm 8 8 8 8 CD 80 10 12 729 604 7 American Elm 6 12 10 8 CD 70 8 7 730 605 14 American Elm 4 6 10 8 1 60 14 14 731 606 11 American Elm 12 12 12 12 CD 90 11 732 607 14 American Elm 6 2 4 12 CD 70 14 733 608 16 American Elm 20 20 20 20 D 70 16 734 609 21 American Elm 12 10 20 15 CD 80 21 735 610 14 American Elm 6 8 12 15 D 80 14 736 611 8 American Elm 0 0 0 0 S 0 DEAD 7 737 612 12 Pecan 4 2 4 4 S 40 12 738 613 15 American Elm 12 20 4 20 CD 70 20 15 739 614 18 Pecan 12 15 12 10 CD 80 16 18 740 615 14 Hackberry 6 0 4 18 CD 60 21 14 616 9 American Elm 10 0 4 6 CD 70 18 9 617 18 American Elm 20 20 20 20 CD 80 12 18 743 618 10 American Elm 10 10 10 10 CD 80 8 10 744 619 19 Bois De Arc 8 8 10 15 1 60 8 19 745 620 8 Bois De Are 10 10 15 20 S 60 6 8 746 621 American Elm 18 10 15 22 D 80 22 747 622 Hackberry 15 10 1 6 20 1 CD 80 19 748 623 Hackberry 6 6 6 0 1 10 16 749 624 White Oak 15 12 12 12 1 90 8 750 625 American Elm 15 20 20 18 D 90 22 751 626 16 Bois De Arc 15 20 10 10 S 60 6 16 627 8 American Elm 2 2 25 6 S 60 23 8 628 11 Bois De Arc 10 10 10 10 1 70 1 6 11 629 16 American Elm 12 1 12 12 12 CD 50 18 16 755 630 20 Bois De Arc 20 20 20 20 1 50 20 756 631 13 American Elm 15 6 4 8 1 10 13 757 632 8 American Elm 6 6 6 6 1 1 30 8 633 40 White Oak 25 12 12 20 D 80 16 40 634 39 White Oak 30 15 25 10 D 70 6 39 635 10 American Elm 6 4 10 20 CD 80 17 10 636 7 American Elm 6 6 12 18 CD 70 12 7 637 10 Hackberry 8 10 8 8 1 40 10 763 638 30 American Elm 18 25 20 15 CD 60 30 764 639 21 American Elm 20 25 15 15 D 70 21 765 640 10 American Elm 10 10 10 10 1 60 10 10 641 8 Hackberry 5 10 15 10 CD 80 8 767 642 17 American Elm 20 20 15 8 D 80 17 768 643 8 American Elm 10 10 6 4 1 80 19 8 644 6 American Elm 6 6 6 6 CD 90 50 6 645 10 American Elm 8 12 6 8 CD 90 10 646 11 American Elm 10 10 10 10 1 90 36 11 647 6 American Elm 8 8 8 6 1 90 6 648 6 American Elm 8 6 4 4 CD 90 6 6 649 15 American Elm 8 10 12 6 CD 80 15 775 650 8 American Elm 6 10 15 8 CD 80 8 776 651 8 American Elm 15 4 6 15 CD 70 8 777 652 6 1 Pecan 10 0 0 10 S DEAD 17 778 653 7 Hackber 12 2 2 12 1 80 7 779 654 8 Hackberry 6 6 8 6 1 80 8 780 655 6 Hackberry 6 6 6 6 S 90 6 781 656 28 Cottonwood 15 12 6 15 CD 60 28 782 657 25 Cottonwood 20 10 6 20 CD 70 9 25 658 20 Cottonwood 6 10 18 6 CD 80 20 784 659 7 Hackberry 4 6 4 4 S DISEASED 6 785 660 10 Hackberry 6 6 6 6 1 DEAD 8 786 661 23 Cottonwood 15 30 20 15 CD 90 23 787 662 18 American Elm 8 15 15 8 CD 90 18 788 663 8 Hackberry 4 6 6 4 S DEAD 6 789 664 11 Bois De Arc 0 10 15 0 S DEAD 23 790 665 10 Bois De Arc 0 6 15 0 S DAMAGED DEAD 791 666 6 American Elm 0 1 12 0 0 S 60 6 792 1 667 25 Cottonwood 12 18 18 6 CD 80 25 793 668 30 Cottonwood 8 20 12 15 CD 90 30 794 669 6 Hackberry 8 8 12 4 1 90 16 6 670 30 Cottonwood 15 15 15 15 D 80 11 30 671 13 American Elm 4 15 15 12 CD 90 11 6 672 14 American Elm 0 6 12 4 1 90 10 13 673 10 Ash 0 4 6 4 1 80 9 14 674 14 Hackberry 0 10 0 0 1 70 DEAD 800 675 16 Hackberry 2 2 2 2 1 90 DEAD 7 801 676 32 Cottonwood 25 12 25 20 D 90 32 802 677 8 Soap Berry 6 6 6 6 S 40 11 8 678 7 Hackberry 6 6 4 8 S 70 7 679 10 American Elm 4 15 6 8 S 10 DEAD 7 805 680 29 Cottonwood 16 15 20 18 D 70 29 806 681 36 Cottonwood 15 30 20 10 D 80 36 807 682 30 Cottonwood 25 10 0 12 CD 70 30 808 683 7 American Elm 6 8 6 10 1 80 27 7 684 10 Hackberry 8 6 8 10 1 70 10 685 8 Hackberry 6 6 6 6 S 0 DEAD 9 811 686 36 Cottonwood 6 8 20 10 CD 80 36 812 687 30 Cottonwood 6 12 15 15 CD 70 30 813 688 27 Cottonwood 8 6 18 10 CD 70 27 814 689 34 Cottonwood 25 20 20 10 CD 80 34 815 690 18 American Elm 6 10 20 8 1 10 DEAD 36 816 691 24 American Elm 8 24 18 6 1 20 24 817 692 7 Bois De Arc 12 18 6 0 1 10 DISEASED 36 818 693 Cottonwood 20 30 20 12 D 90 40 819 694 8 Soap Berry 6 10 6 4 1 70 7 8 695 14 Haokberry 10 4 6 10 1 40 1 DISEASED 6 821 696 17 American Elm 12 15 12 15 1 40 DISEASED 7 822 697 6 Ash 6 8 6 8 1 70 8 6 698 8 Soap Berry 6 6 6 6 1 70 6 8 699 8 Soap Berry 4 10 6 0 1 80 7 8 700 7 American Elm 8 12 10 1 8 1 60 8 7 701 8 Soap Berry 6 10 8 6 1 70 9 8 702 20 Hackberry 10 0 10 25 CD 80 7 20 703 7 Ash 6 6 6 6 1 80 8 7 704 8 American Elm 10 6 8 8 1 90 9 8 705 8 American Elm 8 6 8 6 1 60 18 8 706 60 Cottonwood 30 30 30 30 D 90 60 707 9 American Elm 10 6 10 8 1 60 21 9 708 12 Hackberry 8 6 15 6 CD 60 16 12 709 10 American Elm 4 1 4 . 12 6 1 70 11 10 710 6 Soap Berry 4 0 4 8 1 80 20 6 711 7 Soap Berry 6 4 6 6 1 80 9 7 712 8 Soap Berry 10 4 8 8 1 80 7 8 713 6 Soap Berry 4 4 6 4 1 80 16 6 714 6 Ash 4 1 8 4 2 S 80 10 6 715 10 Ash 8 6 8 10 CD 90 20 10 716 17 Hackberry 10 8 10 15 D 80 27 17 717 16 American Elm 8 15 10 12 CD 90 24 16 718 6 Hackberry 60 6 8 6 1 80 15 6 719 28 American Elm 35 35 20 30 D 80 28 845 720 17 American Elm 4 10 18 12 CD 80 17 846 721 18 American Elm 6 15 22 12 CD 90 18 847 722 8 Ash 8 6 12 4 1 80 8 848 723 24 American Elm 20 25 15 22 CD 90 24 849 724 24 American Elm 10 15 12 10 1 10 DEAD 19 850 725 11 Bois De Are 4 18 18 6 CD 70 11 Inches Inches Preserve Remove ROW 949 606 Trees Preserve Remove ROW 53 49 REE NO. DIAMETEF SPECIES CANOPY FT CROWN CLASS % LIVE DAMAGED, DISEASED, CROWN DEAD PRESERVE REMOVE INCHES W N E S 726 22 White Oak 12 30 24 18 D 90 22 727 11 Hackberry 10 12 8 6 1 80 11 728 10 American Elm 12 12 8 8 CD 90 10 729 8 Hac erry 8 12 6 4 1 80 8 730 14 American Elm 6 15 10 8 1 60 14 731 18 Hackberry 6 15 22 8 CD 80 18 732 13 Hackberry 10 10 10 4 1 60 13 733 48 American Elm 15 22 18 15 CD 80 48 734 20 American Elm 8 6 0 18 1 40 20 735 30 Cottonwood 20 20 20 20 D 40 30 736 7 SoapBerry4 10 4 0 S 70 7 737 738 20 American Elm 8 4 10 22 CD 80 20 739 16 Hackber 12 15 6 12 CD 70 16 740 21 Hackberry 6 15 12 6 CD 70 21 741 18 Hackberry 4 0 12 15 CD 70 18 742 12 Hackberfy 6 2 6 12 1 80 12 743 8 American Elm 15 6 12 10 1 80 8 744 8 American Elm 6 0 10 18 CD 70 8 745 6 Hackberry 10 8 6 6 1 80 6 746 22 American Elm 18 10 15 22 D 80 22 747 19 Hackberry 15 10 1 6 20 1 CD 80 19 748 16 Hackberry 6 6 6 0 1 10 16 749 8 White Oak 15 12 12 12 1 90 8 750 22 American Elm 15 20 20 18 D 90 22 751 6 Hackberry 4 10 4 2 S 50 6 752 23 Pecan 8 25 25 15 CD 70 23 753 6 Ash 5 10 8 6 1 1 80 1 6 754 18 Cottonwood 10 4 12 20 CD 90 18 755 14 American Elm 10 12 10 18 CD 80 14 756 16 Hackberry 4 4 8 12 1 80 16 757 30 American Elm 161 12 8 10 1 60 DAMAGED 758 16 White Oak 8 8 6 8 S 80 16 759 6 American Elm 20 18 12 1 12 D 80 6 760 17 American Elm 12 12 20 10 CD 80 17 761 12 Hackberry 6 8 6 10 1 80 12 762 48 Cottonwood 20 0 8 20 CD 70 DAMAGED 763 8 Hackberry 1 6 20 6 2 S 70 8 764 15 Hackberry 8 10 10 8 S 80 15 765 10 Hackberry 8 8 8 1 6 S 70 10 766 8 Hackberry 4 6 10 8 S 70 8 767 28 Cottonwood 15 10 0 20 CD 80 28 768 19 American Elm 10 16 10 4 CD 80 19 769 50 Cottonwood 18 20 25 15 CD 90 50 770 12 American Elm 18 16 12 6 1 70 DAMAGED 771 36 Cottonwood 25 30 25 12 D 90 36 772 7 Hackberry 4 6 4 4 S 80 DAMAGED 773 6 American Elm 8 6 0 4 CD 60 6 774 6 American Elm 6 15 10 4 1 80 6 775 8 HackberrV 4 10 8 2 1 80 8 776 36 Cottonwood 20 30 12 12 D 90 36 777 17 American Elm 10 20 12 1 0 CD 80 17 778 12 Hackberry 6 10 8 8 1 70 12 779 10 Hackberry 10 10 8 10 1 80 10 780 14 1 Hackberry 15 6 0 0 1 70 14 781 9 American Elm 6 12 10 4 1 80 9 782 6 American Elm 6 12 10 6 1 80 9 783 14 Pecan 8 20 10 4 CD 80 14 784 6 American Elm 10 0 0 4 1 S 70 6 785 8 Cedar Elm 6 6 6 4 S 80 8 786 7 American Elm 10 8 12 6 1 70 7 787 6 American Elm 4 4 4 4 S 70 DAMAGED 788 6 American Elm 4 4 4 6 S 70 6 789 23 American Elm 8 15 12 15 CD 80 23 790 14 American Elm 10 18 10 12 1 CD 90 DAMAGED 791 6 American Elm 8 6 8 10 1 80 6 792 1 12 American Elm 4 0 20 10 1 80 12 793 21 American Elm 10 15 15 22 CD 60 DAMAGED 794 16 Hackberry 15 15 12 10 CD 90 16 795 11 Hackberry 4 15 15 8 1 80 11 796 11 American Elm 6 6 15 6 1 90 11 797 10 Bois De Arc 10 10 1 10 10 S 70 10 798 9 Hackberry 8 10 6 8 1 90 9 799 24 Cottonwood 12 10 20 20 D 40 DAMAGED 800 7 Hackber 6 6 10 8 S 70 7 801 21 American Elm 20 25 10 6 CD 80 21 802 11 Bois De Are 10 10 10 10 1 60 11 803 804 7 Hackberry 4 6 8 8 S 70 7 805 8 Hackberry 8 6 0 8 S 80 8 806 40 Cottonwood 20 6 12 18 D 70 40 807 6 Hackberry 6 1 8 4 4 S 60 6 808 27 Cottonwood 25 12 20 25 D 90 27 809 810 9 Bois De Arc 4 15 12 6 S 70 9 811 7 Bois De Arc 4 6 8 12 S 70 7 812 8 Hackberry 4 12 6 4 1 80 8 813 22 Cottonwood 10 18 24 15 D 90 22 814 10 Hackberry 8 6 10 8 S 70 10 815 36 Cottonwood 15 25 20 1 18 D 80 36 816 6 Hackberry 6 6 6 6 S 10 6 817 36 Cottonwood 35 18 10 12 D 90 36 818 40 Cottonwood 20 30 20 12 D 90 40 819 7 American Elm 4 8 6 6 1 80 7 820 6 Hackberry 4 8 6 6 1 90 6 821 7 Hackberry 4 6 6 4 S 70 7 822 8 American Elm 6 10 8 6 CD 80 8 823 6 American Elm 12 0 0 6 1 80 6 824 7 American Elm 12 10 4 4 1 80 7 825 8 American Elm 6 18 10 4 1 80 8 826 9 American Elm 6 6 6 8 1 90 9 827 7 American Elm 8 8 10 8 1 90 7 828 8 American Elm 8 10 6 4 1 80 8 829 9 Willow 4 8 6 4 CD 90 9 830 18 Ash 0 15 10 0 CD 90 18 831 832 21 American Elm 8 12 20 12 CD 90 21 833 16 Hackberry 10 15 6 8 1 90 16 834 11 American Elm 6 6 8 12 1 90 11 835 20 American Elm 15 18 12 15 CD 90 20 836 9 American Elm 8 0 4 15 CD 90 9 837 7 American Elm 10 0 0 8 CD 90 7 838 16 American Elm 20 12 0 10 CD 90 16 839 10 American Elm 20 4 4 1 4 CD 90 10 840 20 American Elm 20 10 0 8 CD 90 20 841 27 American Elm 8 15 10 8 CD 90 27 842 24 American Elm 4 20 20 6 CD 90 24 843 15 American Elm 18 10 0 12 1 90 15 844 30 American Elm 15 15 15 15 D 90 30 845 27 Cottonwood 8 15 15 8 CD 10 DAMAGED 846 9 Cottonwood 4 6 8 6 1 90 9 847 12 American Elm 8 6 12 4 1 90 12 848 12 American Elm 8 6 8 4 CD 80 12 849 19 American Elm 12 6 4 8 1 80 19 850 24 White Oak 16 12 12 18 CD 90 24 Inches Preserve Remove ROW 335 1339 Trees Preserve, Remove ROW 23 89 7/14112 SHEET 4 OF 7 54.855 ACRE TRACT BLACKBERRY FARM ADDITION EDWARD COOK SURVEY, ABSTRACT N0. 300 JOHN JACKSON SURVEY, ABSTRACT N0. 698 DAVID MYERS SURVEY, ABSTRACT N0. 886 COPPELL, DALLAS COUNTY, TEXAS PREPARED BY KADLECK & ASSOCIATES ENGINEERING PLANNING SURVEYING 2000 N. CENTRAL EXPY. SUITE 113 (972) 881-0771 PLANO, TX 75074 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 AND KAF LANDCAPE ARCHITECTS 1205 Valley Ridge Drive, Keller, Texas (817) 379-4011 76248 JOB NO. 10542 3 -o W o' I w w 0 W w m U 0 c 0 N d Ln 0 W) Ln 0 i to 0 REE NO. DIAMETEF SPECIES Blackberry Creek North CROWN DISEASED DEAD FREE NO. DIAMETER SPECIES INCHES CANOPY FT W CLASS CROWN DISEASED DEAD PRESERVE REMOVE INCHES W N E S American Elm 6 20 15 851 8 White Oak 4 6 8 6 1 80 2 16 852 16 American Elm 6 6 4 6 1 10 Pecan 12 853 12 American Elm 8 4 18 6 1 60 16 12 854 8 Soap Berry 4 4 4 4 1 90 980 8 855 13 American Elm 12 15 12 10 CD 90 9 13 856 21 White Oak 15 20 15 6 1 D 90 12 21 857 18 American Elm 8 15 10 6 CD 90 10 18 858 15 Hackberry 8 10 0 10 C 90 90 15 859 11 Hackberry 15 0 0 8 D 80 1 11 860 7 American Elm 6 4 6 4 CD 80 4 7 861 7 American Elm 4 15 6 4 CD 90 6 7 862 13 Hackberry 8 8 6 8 1 1 80 6 13 863 10 Hackberry 4 6 6 8 1 10 6 10 864 8 American Elm 6 8 10 8 1 90 Ceader Elm 8 865 50 C 25 25 15 15 D 90 54 50 866 7 Cottonwood 4 10 8 6 1 80 991 7 867 12 American Elm 8 10 10 8 1 90 17 12 868 13 American Elm 8 12 12 8 1 90 2 13 869 8 Cedar Elm 6 8 8 6 1 80 6 8 1E 870 11 American Elm 12 2 8 12 1 80 90 11 871 9 Hackberry 10 10 8 8 1 90 1 9 872 14 Cedar Elm 10 12 15 12 CD 80 15 14 873 10 Cedar Elm 12 6 8 8 CD 90 15 10 874 8 Hackberry 8 6 8 8 1 80 12 8 875 9 Hackberry 12 8 6 12 CD 90 10 9 876 8 Cedar Elm 8 10 8 6 CD 80 Pecan 8 877 12 American Elm 12 6 0 8 CD 80 18 12 878 16 American Elm 12 10 10 8 CD 90 DAMAGED 20 879 12 American Elm 10 4 4 8 CD 60 6 12 880 7 American Elm 4 10 6 8 CD 90 7 881 11 American Elm 10 12 4 4 CD 90 11 882 9 American Elm 4 6 4 4 S 10 DAMAGED 883 8 American Elm 12 0 0 8 1 80 1 8 884 10 American Elm 15 8 6 12 CD 90 0 10 885 15 American Elm 15 15 10 6 D 90 12 15 886 8 Hackberfy 8 8 6 6 CD 90 10 8 887 20 Bois De Are 12 10 10 10 S 80 8 20 888 4 CD 90 8 1011 16 American Elm 12 889 10 American Elm 10 8 10 12 CD 90 14 10 890 8 American Elm 4 6 8 8 1 90 1013 8 891 8 American Elm 4 6 4 6 1 90 8 892 10 American Elm 6 8 6 10 1 90 8 10 893 8 American Elm 8 4 4 10 1 90 DEAD 8 894 10 American Elm 12 6 8 10 CD 90 0 10 895 11 American Elm 12 12 8 8 CD 90 1 11 896 9 American Elm 12 8 6 10 CD 90 8 9 897 7 American Elm 6 8 8 6 CD 90 6 7 898 12 American Elm 12 10 8 12 1 80 12 12 899 11 American Elm 8 6 8 4 CD 90 10 11 900 7 American Elm 4 6 8 8 CD 90 Hackberry 7 901 10 American Elm 12 4 0 8 1 80 8 10 902 12 American Elm 4 12 10 8 CD 90 1024 12 903 8 American Elm 10 8 6 6 1 90 10 8 904 16 American Elm 12 9 10 12 S 90 16 905 7 American Elm 8 4 6 8 1 90 7 906 10 American Elm 12 4 6 10 1 90 90 10 907 8 American Elm 12 4 6 8 1 80 S 8 908 9 American Elm 6 6 8 6 1 90 0 9 909 8 American Elm 8 6 4 4 1 80 10 8 910 9 American Elm 2 6 4 4 1 80 15 9 911 8 Cedar Elm 6 6 6 3 II 80 6 8 912 10 Cedar Elm 5 5 5 6 1 90 American Elm 10 913 6 Cedar Elm 4 6 4 8 1 90 14 6 914 6 Cedar Elm 4 4 6 6 CD 80 1035 6 915 8 Cedar Elm 6 4 2 6 1 80 8 8 916 8 Cedar Elm 8 2 4 6 1 80 8 917 6 Cedar Elm 8 6 12 5 CD 80 6 918 7 Cedar Elm 6 6 12 10 1 90 90 7 919 7 Cedar Elm 8 5 10 2 1 80 S 7 920 8 Cedar Elm 4 4 4 6 1 90 8 8 921 12 Cedar Elm 6 10 8 8 1 90 0 12 922 7 Cedar Elm 6 6 8 4 1 1 90 6 7 923 10 American Elm 8 10 12 6 1 80 2 10 924 8 Cedar Elm 10 4 6 8 1 90 American Elm 8 925 12 Bois De Arc 4 6 8 12 1 90 11 12 926 9 Cedar Elm 4 8 6 6 1 90 1046 9 927 10 Cedar Elm 6 8 10 8 D 90 16 10 928 10 American Elm 8 6 8 12 CD 90 10 10 929 7 Cedar Elm 6 4 6 8 CD 80 DEAD 7 930 6 Cedar Elm 8 4 6 6 1 90 70 6 931 8 Cedar Elm 8 12 10 12 D 90 CD 8 932 11 Cedar Elm 15 15 10 12 D 90 0 11 933 8 Cedar Elm 8 8 8 8 CD 90 15 8 934 7 Cedar Elm 4 12 10 8 1 90 0 7 935 7 Cedar Elm 4 12 6 4 1 90 6 7 936 9 Cedar Elm 6 12 12 6 1 90 American Elm 9 937 8 Cedar Elm 12 6 4 12 D 90 10 8 938 10 Cedar Elm 12 12 4 6 D 90 1057 10 939 12 Cedar Elm 8 12 6 10 D 90 16 12 940 14 Ash 4 6 15 6 CD 90 14 941 12 American Elm 2 4 2 5 S 10 DEAD 942 7 American Elm 6 6 8 8 CD 80 60 7 943 10 Bois De Arc 10 10 6 8 CD 70 1 10 944 8 Cedar Elm 8 8 8 6 CD 90 0 8 945 10 Cedar Elm 10 8 10 10 CD 70 6 10 946 9 Cedar Elm 6 10 6 4 1 90 20 9 947 8 American Elm 6 10 8 8 1 90 20 8 948 8 Cedar Elm 6 10 8 6 CD 80 American Elm 8 949 8 Cedar Elm 4 8 4 0 1 80 10 8 950 10 Cedar Elm 4 12 6 0 1 80 1068 10 951 8 Cedar Elm 12 6 6 8 1 90 16 8 952 8 American Elm 6 10 6 6 1 80 8 953 6 American Elm 6 6 6 4 1 90 6 954 8 Cedar Elm 4 6 8 4 1 90 90 8 955 7 Cedar Elm 4 10 6 4 1 90 D 7 956 6 Cedar Elm 4 8 4 4 1 80 8 1 6 957 13 American Elm 15 15 12 15 D 80 10 13 958 9 American Elm 8 10 8 4 D 80 10 9 959 CD 80 10 1076 8 American Elm 2 6 960 7 American Elm 4 10 6 4 CD 80 American Elm 7 961 9 Cedar Elm 8 15 6 12 CD 80 10 9 962 12 Cedar Elm 12 12 15 6 CD 90 1079 12 963 7 American Elm 8 12 0 0 1 90 8 7 964 8 American Elm 4 6 1 8 8 CD 90 8 965 8 American Elm 6 4 8 6 CD 80 8 966 6 American Elm 6 8 8 6 CD 80 80 6 967 16 American Elm 8 12 12 15 D 80 CD 16 968 12 White Oak 15 10 8 6 D 90 8 12 969 8 American Elm 2 4 4 4 S 20 DAMAGED 0 970 9 Hackberry 6 10 10 4 1 90 15 9 971 26 White Oak 20 25 25 15 D 90 12 26 972 10 Soap Berry 6 6 8 6 1 30 Hackberry 10 973 10 Soap Berry 6 6 6 6 1 30 30 10 974 10 Soap erry 4 4 4 4 1 30 1090 10 975 10 American Elm 4 4 12 6 1 80 8 26 12 Hackberry 10 6 6 10 CD 80 Inches Preserve, Remove ROW 8 1 1211 12 1092 7 American Elm 4 8 6 8 Trees Preserve Remove ROW 1 1 118 REE NO. DIAMETEF SPECIES CANOPY FT CLASS CROWN DISEASED DEAD PRESERVE REMOVE INCHES INCHES W W N E S 1226 12 976 16 American Elm 6 20 15 6 1 90 1227 24 16 977 8 Ceader Elm 2 4 4 4 S 90 16 Hackberry 8 978 18 Pecan 8 12 6 15 D 90 Pecan 1 4 18 979 16 White Oak 10 10 8 15 D 90 2 6 16 980 9 Hackberry 15 0 0 6 1 80 1 8 8 9 981 14 American Elm 15 0 2 6 1 90 15 12 14 982 1 10 White Oak 8 1 15 8 6 CD 90 10 CD 10 983 30 White Oak 30 35 20 30 D 90 CD 90 30 984 8 American Elm 6 4 4 6 1 70 80 25 8 985 10 American Elm 4 6 4 4 CD 80 10 986 16 Ceader Elm 6 12 6 8 CD 80 10 1238 16 987 10 Ceader Elm 10 6 8 8 CD 90 1239 6 10 988 9 Ceader Elm 6 4 4 4 CD 80 14 American Elm 9 989 12 Ceader Elm 10 6 8 8 CD 80 DAMAGED 15 12 990 54 Cottonwood 25 20 20 20 D 70 4 8 54 991 17 White Oak 20 25 15 10 D 90 12 15 17 992 14 White Oak 12 12 10 10 CD 90 6 2 14 993 20 White Oak 20 18 20 15 D 90 6 1 20 994 18 American Elm 6 6 6 12 1 90 CD 80 18 995 18 American Elm 0 20 20 6 1 1 80 DAMAGED 6 996 10 American Elm 4 4 12 15 S 60 10 10 997 12 Bois De Arc 8 20 15 0 S 80 12 7 998 12 Hackberry 10 12 6 4 1 60 12 6 999 8 Hackberry 10 6 8 8 1 50 DEAD 8 1000 30 Pecan 25 25 35 20 D 90 30 8 1001 18 Cedar Elm 8 20 15 10 CD 80 18 1002 20 Cedar Elm 8 0 10 15 CD 0 DEAD 6 1003 10 American Elm 12 0 6 18 1 80 10 1004 8 Hackberry 4 6 8 6 1 90 8 1005 6 Hackberry 6 10 12 8 CD 80 6 1006 10 Cedar Elm 0 0 20 4 1 70 DAMAGED 8 1007 9 Hackberry 0 10 8 0 1 70 9 1008 16 Bois De Arc 6 15 12 6 1 60 16 1009 12 Bois De Arc 8 10 12 6 S 60 12 1010 8 Hackberry 8 8 6 4 CD 90 8 1011 16 American Elm 12 18 10 8 D 90 16 1012 14 American Elm 0 6 8 0 S 10 DEAD 1013 8 American Elm 0 15 8 0 S 60 DEAD 8 1014 8 American Elm 1 4 10 6 6 S 70 8 8 1015 16 American Elm 6 20 12 8 CD 70 DEAD 16 1016 30 Cottonwood 12 15 10 10 1 0 DEAD 1017 7 American Elm 8 6 6 4 1 70 7 8 1018 9 American Elm 8 8 4 8 CD 80 9 1019 8 Hackberry 8 6 6 10 1 70 8 8 1020 10 American Elm 12 12 10 8 CD 90 10 10 1021 8 Bois De Arc 10 10 8 6 I 80 8 16 1022 8 Hackberry 8 10 6 4 1 70 8 1023 8 Soap Berry 6 6 4 6 CD 80 8 1024 10 Soap Berry 12 0 0 6 1 80 10 1025 8 Soap Berry 2 4 6 6 1 90 8 1026 10 Cedar Elm 8 8 6 6 CD 90 10 1027 20 Pecan 10 15 15 15 D 90 20 1028 6 American Elm 4 4 4 4 1 S 80 6 1029 7 Pecan 6 1 20 10 0 CD 80 7 1030 8 American Elm 10 15 10 6 CD 80 DAMAGED 8 1031 10 Hackberry 0 15 0 0 S 0 DEAD 14 1032 12 Pecan 6 15 8 4 CD 90 12 1033 7 American Elm 4 10 8 4 1 90 7 1034 14 Pecan 6 10 12 12 CD 90 14 1035 8 Pecan 12 4 6 8 CD 70 8 1036 9 American Elm 15 10 10 8 CD 90 9 1037 8 American Elm 4 10 8 8 1 90 8 1038 16 Hackberry 0 10 0 15 1 90 DAMAGED 19 1039 15 American Elm 10 0 10 8 S 0 DEAD 14 1040 8 Hackberry 6 0 0 8 CD 70 8 8 1041 6 Hackberry 0 0 0 6 CD 40 6 10 1042 6 American Elm 4 6 6 4 1 40 DEAD 6 1043 8 American Elm 2 4 8 6 1 40 8 1044 8 American Elm 0 0 10 8 S 50 8 1045 11 Cedar Elm 14 10 12 12 CD 70 11 14 1046 12 Hackberry 12 10 8 6 CD 70 12 16 1047 10 Hackberry 8 6 15 10 CD 80 10 36 1048 10 Hackberry 12 15 10 12 CD 80 DEAD 10 1049 9 American Elm 12 10 10 12 1 70 9 1050 12 American Elm 0 15 12 0 CD 70 12 1051 14 Pecan 0 0 15 0 S 20 14 1052 20 American Elm 15 15 15 15 D 80 20 1053 10 Pecan 8 0 6 8 CD 70 10 1054 9 Hackberry 6 6 6 6 1 70 DEAD 9 1055 24 American Elm 18 20 0 15 D 80 24 1056 10 American Elm 22 20 6 10 CD 70 DAMAGED 10 1057 16 American Elm 12 20 15 12 D 70 16 1058 8 American Elm 0 18 0 0 S 60 8 1059 11 Hackberry 4 18 6 0 1 70 11 1060 14 American Elm 0 20 0 0 S 60 14 1061 16 American Elm 12 15 10 6 1 70 16 1062 8 Hackberry 10 0 0 0 S 0 DEAD 7 1063 7 American Elm 10 6 6 4 1 80 DAMAGED 7 1064 12 Cedar Elm 10 20 8 8 1 70 10 12 1065 30 American Elm 20 18 20 22 D 90 30 1066 11 American Elm 2 6 10 4 1 80 6 11 1067 10 American Elm 8 10 6 6 S 70 38 10 1068 28 White Oak 20 30 22 18 D 40 DAMAGED 16 1069 10 Hackberry 12 4 8 6 CD 80 10 1070 10 White Oak 20 0 0 4 I 80 10 1071 27 American Elm 15 20 15 10 D 90 27 1072 26 Cottonwood 10 70 15 8 D 80 26 1073 9 White Oak 10 8 6 8 1 CD 90 9 10 1074 13 1 Hackberry 8 10 10 10 CD 90 13 8 1075 10 American Elm 6 10 15 6 CD 80 10 1076 8 American Elm 2 6 6 4 CD 90 DAMAGED 8 1077 10 American Elm 4 10 6 6 CD 80 10 1078 10 American Elm 4 6 10 10 CD 90 10 1079 8 American Elm 6 10 4 4 CD 80 8 1080 30 Bois De Are 18 15 12 15 1 10 1 30 1081 6 American Elm 4 6 6 8 CD 70 6 1082 8 American Elm 6 6 4 2 CD 80 8 1083 24 American Elm 18 12 6 6 CD 80 24 1084 20 Bois De Are 6 15 10 8 1 10 20 1085 20 Hackberry 15 20 15 0 CD 60 20--- 1086 24 Hackberry 18 15 8 0 CD 70 DEAD 24 1087 20 Hackberry 12 18 8 0 1 80 20 1088 12 Hackberry 12 18 6 2 CD 90 12 1089 30 Cottonwood 1 18 20 6 10 CD 50 30 1090 8 American Elm 10 8 6 6 1 90 8 1091 12 Hackberry 10 6 6 10 CD 80 12 1092 7 American Elm 4 8 6 8 CD 90 7 1093 16 Bois De Arc 8 8 8 8 CD 90 16 1094 8 American Elm 8 10 6 4 1 90 DAMAGED 8 1095 6 American Elm 4 8 4 0 1 90 DEAD 6 1096 8 American Elm 12 4 2 4 1 90 8 1097 7 American Elm 4 4 6 5 1 90 7 1098 12 American Elm 15 6 4 10 CD 90 12 1099 6 American Elm 8 6 8 8 1 90 6 1100 8 American Elm 4 10 6 4 CD 70 8 Inches Preserve Remove ROW 250 1217 Trees Preserve Remove ROW 24 93 REE NO. DLAMETEF SPECIES CANOPY FT CLASS CROWN DEAD PRESERVE REMOVE INCHES INCHES W W N E S 1226 12 1101 8 American Elm 4 8 4 0 CD 70 1227 24 8 1102 6 American Elm 6 6 4 4 CD 80 16 Hackberry 6 1103 6 American Elm 4 4 4 4 CD 90 Pecan 1 4 6 1104 7 American Elm 6 6 6 6 1 CD 90 2 6 7 1105 7 American Elm 8 6 4 4 CD 90 1 8 8 7 1106 6 I.American Elm 6 6 6 6 CD 90 15 12 6 1107 6 American Elm 4 4 8 4 1 80 10 CD 6 1108 7 American Elm 4 4 6 6 I 70 CD 90 7 1109 8 American Elm 6 4 4 6 1 70 80 25 8 1110 7 American Elm 6 4 4 4 1 1 80 7 1111 8 American Elm 0 2 8 2 1 90 10 1238 8 1112 8 White Oak 2 4 10 4 CD 90 1239 6 8 1113 7 American Elm 4 6 8 4 CD 80 14 American Elm 7 1114 24 Bois De Arc 8 6 12 8 CD 90 DAMAGED 15 10 1115 28 American Elm 10 20 6 20 D 30 4 8 28 1116 28 American Elm 20 1 20 15 15 D 90 12 15 28 1117 20 American Elm 10 10 15 20 D 90 6 2 20 1118 16 Hackber 10 4 8 6 CD 90 6 1 16 1119 30 Hackbegy 8 4 20 1 6 CD 90 CD 80 30 1120 16 American Elm 8 6 15 6 CD 40 DAMAGED 6 1121 24 White Oak 15 10 15 20 D 90 10 24 1122 7 American Elm 4 4 6 12 1 70 1250 7 1123 6 American Elm 6 6 6 6 1 70 6 1124 7 American Elm 4 4 4 4 S 10 DEAD 1125 8 American Elm 4 4 8 4 I 80 8 1126 6 American Elm 6 4 6 6 1 70 6 1127 6 Hackberry 6 6 6 6 CD 90 6 1128 7 American Elm 6 4 8 6 CD 90 7 1129 7 American Elm 6 6 6 6 CD 80 7 1130 6 American Elm 6 6 4 6 CD 70 6 1131 8 American Elm 6 4 6 6 CD 80 8 1132 6 1 American Elm 8 4 6 8 CD 80 6 1133 10 Bois De Arc 8 10 8 8 CD 90 10 1134 10 Bois De Arc 8 10 10 8 1 70 10 1135 6 American Elm 6 0 4 6 1 70 6 1136 8 American Elm 8 8 6 8 CD 90 8 1137 8 Bois De Arc 10 0 6 10 1 10 DAMAGED 1138 18 Hackberry 4 0 10 4 CD 10 DEAD 1139 8 HackberFv 6 2 4 6 1 60 8 1140 12 American Elm 4 15 6 4 CD 10 DEAD 1141 10 Soap Berry 2 10 6 2 CD 20 DAMAGED 1142 8 American Elm 6 10 6 6 CD 70 8 1143 1144 8 American Elm 4 6 8 4 S 70 8 1145 10 Hackberry 12 0 0 12 CD 80 10 1146 16 Hackberry 15 1 10 6 1 15 CD 90 16 1147 14 White Oak 18 12 6 18 D 90 14 1148 12 Hackberry 6 0 8 6 1 70 12 1149 10 Soap Berry 15 8 0 15 CD 90 10 1150 8 Soap Berry 6 6 4 10 1 80 8 1151 12 Hackberry 8 10 6 8 CD 90 12 1152 7 Soapberry 4 6 4 1 4 S 70 7 1153 18 Hackberry 8 6 10 8 CD 90 18 1154 7 American Elm 6 6 4 6 S 70 7 1155 9 American Elm 6 6 4 6 S 60 DAMAGED 1156 14 Hackberry 8 1 6 6 8 CD 90 14 1157 26 American Elm 12 10 8 12 CD 90 26 1158 6 American Elm 8 4 4 1 8 S 80 6 1159 10 Hackberry 10 8 8 10 CD 90 10 1160 10 Hackberry 10 8 8 10 CD 90 10 1161 18 American Elm 1 6 15 10 6 CD 90 18 1162 8 American Elm 8 8 6 8 S 70 8 1163 6 American Elm 4 4 4 4 S 50 DAMAGED 1164 14 American Elm 8 10 10 8 CD 80 14 1165 8 American Elm 4 10 10 4 CD 80 8 1166 10 American Elm 0 15 10 0 CD 80 10 1167 36 Cottonwood 12 25 20 12 CD 10 DEAD 1168 28 Cottonwood 12 20 15 12 D 90 28 1169 8 American Elm 4 15 6 4 CD 90 8 1170 14 American Elm 8 6 10 8 CD 80 14 1171 16 American Elm 15 18 6 15 CD 70 16 1172 36 Cottonwood 25 25 20 25 D 90 36 1173 10 Ash 4 10 8 4 S 10 DEAD 1174 12 Ash 8 10 15 8 CD 90 12 1175 20 Ash 10 15 25 10 D 80 20 1176 14 American Elm 6 10 5 8 C D 80 14 1177 14 American Elm 8 20 6 0 CD 80 14 1178 22 American Elm 20 18 15 6 CD 90 22 1179 22 American Elm 6 6 6 6 S 10 DEAD 1180 16 Hackberry 8 8 8 8 D 90 16 1181 20 American Elm 4 4 4 4 S 20 DAMAGED 1182 10 American Elm 8 8 8 8 CD 90 10 1183 18 American Elm 0 25 0 0 CD 80 18 1184 8 American Elm 0 4 15 4 S 50 8 1185 8 American Elm 4 1 8 6 4 CD 90 8 1186 22 American Elm 10 10 20 10 D 90 22 1187 7 American Elm 6 6 1 4 4 S 80 7 1188 14 Hackberry 8 4 8 6 S 60 DAMAGED 1189 10 Hackberry 4 4 6 6 S 70 10 1190 6 American Elm 4 6 10 4 CD 70 6 1191 6 Hackberry 6 6 6 6 CD 70 6 1192 38 Pecan 10 20 20 20 D 90 38 1193 16 American Elm 10 1 15 15 15 CD 90 16 1194 14 American Elm 12 15 10 10 CD 80 14 1195 20 Hackberry 15 15 15 15 CD 70 20 1196 18 American Elm 4 18 4 0 CD 70 18 1197 8 Pecan 4 0 18 6 1 80 8 1198 10 Hackbe 8 8 8 8 1 70 10 1199 8 1 American Elm 8 8 10 10 CD 70 8 1200 1201 16 Hackberry 6 6 8 8 S 20 DAMAGED 1202 8 American Ellm 6 6 6 6 1 50 8 1203 10 HackberrV 8 0 4 10 1 60 10 1204 13 American Ellm 6 10 6 4 1 60 13 1205 8 American Ellm 6 6 6 6 S 50 8 1206 12 Hackberry 8 8 8 8 CD 80 12 1207 6 American Ellm 2 4 4 2 S 60 6 1208 16 Hackberry 6 6 4 5 CD 70 16 1209 7 Hackberry 4 6 4 6 S 70 7 1210 10 American Ellm 6 6 4 6 S 70 10 1211 DEAD 1212 12 American Ellm 4 6 4 8 CD 60 12 1213 8 Soap Berry 6 6 6 6 CD 90 8 1214 8 Ash 1 6 8 6 6 S 80 8 1215 25 American Elim 6 8 10 1 12 CD 90 25 1216 8 Soap Berry 8 1 6 6 6 1 80 8 1217 7 American Ellm 4 4 6 6 CD 90 7 1218 6 American Ellm 4 4 4 2 1 70 6 1219 16 Hackberry 8 10 6 6 CD 70 DAMAGED 1220 14 Hackberry 2 2 2 2 S 20 DEAD 1221 8 Ash 4 8 6 6 S 70 8 1222 8 American Ellm 6 6 8 6 1 70 8 1223 18 American Ellm 6 10 8 8 CD 80 18 1224 10 Hackberry 10 8 8 10 CD 90 10 1225 24 Cottonwood 18 15 10 6 D 90 24 Inches Preserve Remove ROW 54 1205 Trees Preserve, Remove ROW 3 102 REE NO. DIANIETER SPECIES CANOPY F CLASS CROWN DISEASED, DEAD PRESERVE REMOVE INCHES W N E S 1226 12 American Elm 4 8 6 6 CD 90 12 1227 24 American Elm 6 15 10 8 CD 80 24 1228 16 Hackberry 6 6 4 15 CD 60 DAMAGED 1229 8 Pecan 1 4 6 4 8 CD 50 DAMAGED 1230 8 Hackberry 2 6 8 1 4 D 90 8 1231 20 Hackberry 8 1 8 8 8 CD 80 20 1232 14 American Elm 8 10 15 12 CD 80 14 1233 12 American Elm 8 6 8 10 CD 90 12 1234 10 American Elm 4 6 6 4 CD 90 10 1235 25 American Elm 6 0 10 15 CD 80 25 1236 1237 10 American Elm 15 0 0 15 CD 70 10 1238 14 American Elm 15 0 0 15 CD 70 14 1239 6 American Elm 4 8 6 4 CD 90 6 1240 14 American Elm 4 6 4 4 CD 80 14 1241 20 American Elm 15 10 12 15 CD 80 20 1242 16 Ash 4 8 6 6 1 70 16 1243 24 American Elm 16 12 15 15 D 90 24 1244 6 American Elm 4 8 6 2 1 80 6 1245 6 American Elm 6 0 4 6 1 90 6 1246 6 Soap Berry 6 6 6 6 CD 80 6 1247 6 Hackberry 0 10 4 0 1 70 6 1248 10 Soa Berr 8 4 6 15 CD 70 10 1249 24 American Elm 0 0 0 0 S 10 DEAD 1250 Inches Preserve Remove ROW 135 128 Trees Preserve, Remove ROW 11 9 (TREE PROTECTION / TREE MITIGATION: NORTH SIDE OF DENTON CREEK TOTAL TREES PRESERVED ON SITE TOTAL TREES ON SITE TOTAL TREES REMOVED SON SITE TREES PRESERVED/TOTAL TREES ON SITE= 31 % x 8999 (trees removed)= J 3969 cal. Inches 12968 cal. inches 8999 cal.inches 31% 2789 cal. Inches 7114/12 SHEET 5 OF 7 54.855 ACRE TRACT BLACKBERRY FARM ADDITION EDWARD COOK SURVEY, ABSTRACT N0. 300 JOHN JACKSON SURVEY, ABSTRACT N0. 698 DAVID MYERS SURVEY, ABSTRACT N0. 886 COPPELL, DALLAS COUNTY, TEXAS PREPARED BY KADLECK & ASSOCIATES ENGINEERING PLANNING SURVEYING 2000 N. CENTRAL EXPY. SUITE 113 (972) 881-0771 PLANO, TX 75074 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 AND KAF LANDCAPE ARCHITECTS 1205 Valley Ridge Drive, Keller, Texas (817) 379-4011 76248 r7 v Q 0 O to 0 m U 0 Q cq O 4 N N 0 N O a� r LA i w w I- 0 in Li t U 0 N d- O i Ln 0 i Ln Lr 0 TREE NO. DIAMETER SPECIES Blackberry Creek South CROWN CLASS %LIVE DAMAGED, DISEASED, CROWN DEAD REE NO, DIAMETER SPECIES INCHES CANOPY F N I CROWN CLASS % LIVE DAMAGED, DISEASED, CROWN DEAD PRESERVE REMOVE INCHES 226 W N E S 15 15 S 80 101 24 Cedar Elm 20 10 0 25 CD 100 24 80 102 18 Cedar Elm 10 10 10 10 CD 100 18 80 103 30 Cedar Elm 5 15 15 20 CD 80 30 1 70 104 12 Cottonwood 8 10 10 8 CD 90 12 80 105 18 Ash 8 12 10 8 CD 100 18 80 106 48 American Elm 15 18 12 10 D 60 48 80 107 6 Mulberry 3 4 3 4 1 10 6 90 108 28 American Elm 15 18 12 10 CD 70 28 60 109 48 Post Oak 30 30 30 30 D 90 48 60 110 7 Hackberry 4 3 4 6 S 90 7 70 111 7 Pecan 5 5 1 5 5 S 80 7 80 112 13 Cedar Elm 12 12 12 12 CD 80 13 80 113 10 Hackber 8 4 0 6 S 40 10 60 114 6 Hackberry 4 6 6 6 S 90 6 40 115 36 American Elm 15 15 15 18 CD 90 36 80 116 6 Hackberry 4 5 6 4 S 70 6 70 117 36 Bois D'Arc 18 18 18 18 S 50 36 70 118 15 American Elm 12 12 15 12 S 70 15 70 119 18 Cedar Elm 15 12 12 15 CD 80 18 70 120 60 Post Oak 25 25 25 25 D 90 60 70 121 20 Cedar Elm 20 15 7 12 S 70 20 80 122 15 American Elm 12 10 12 12 S 60 15 80 123 8 American Elm 8 8 8 8 CD 90 8 80 124 15 Hackberry 10 8 7 9 S 70 15 60 125 30 American Elm 12 11 12 14 CD 30 30 70 126 6 Ash 6 5 4 6 1 60 6 70 127 6 Hackberry 6 7 6 8 1 70 6 70 128 8 Soap Berry 6 8 7 8 1 0 8 70 129 15 Cedar Elm 7 12 15 15 S 40 15 80 130 48 American Elm 18 18 18 18 D 40 D 46 131 10 Hackberry 6 6 6 6 S 70 10 80 132 8 Hackberry 6 5 8 10 S 70 8 70 133 8 Hackberry 6 6 6 6 S 70 8 80 134 6 Hackberry 6 1 8 7 8 S 70 6 60 135 7 Hackberry 8 7 10 6 S 70 7 80 136 12 American Elm 15 8 12 70 CD 90 12 50 137 10 American Elm 10 8 10 12 S 90 10 70 138 10 Mulberry 5 6 10 8 S 60 10 80 139 8 Hackber 6 3 6 6 S 60 8 80 140 8 Soap Berry 6 6 6 6 S 0 8 80 141 24 Hackberry 15 12 15 10 CD 80 24 80 142 12 Basswood 8 8 8 8 S 40 12 80 143 8 Mulberry 10 0 12 15 S 70 8 80 144 12 Mulberry 10 12 8 10 S 70 12 60 145 14 Post Oak 6 4 10 12 S 80 14 70 146 12 Basswood 8 7 8 8 S 80 12 60 147 10 Hackberry 8 7 10 8 S 40 10 0 148 12 Hackberry 10 8 6 6 S 60 12 80 149 8 Basswood 6 8 6 8 S 70 8 50 150 12 Basswood 6 6 6 6 S 70 12 80 151 10 American Elm 8 6 7 6 S 80 10 60 152 30 American Elm 10 15 20 15 CD 80 30 60 153 10 Hackberry 6 8 6 8 S 80 10 60 154 8 Hackberry 6 8 7 8 S 60 8 60 155 8 Basswood 6 8 7 6' S 60 8 70 156 8 American Elm 8 6 8 6 S 60 8 70 157 10 Hackberry 6 8 8 10 S 70 10 60 158 6 Basswood 3 6 6 6 S 70 6 50 1 159 16 Hackberry 8 10 12 12 CD 80 16 50 160 24 American Elm 8 10 12 12 S 70 24 60 161 30 American Elm 15 12 15 15 CD 80 30 70 162 42 American Elm 20 45 25 15 S 80 42 90 163 36 American Elm 15 30 12 12 S 80 36 80 164 38 American Elm 12 15 12 15 S 8 38 70 165 14 Basswood 8 8 8 8 S 40 14 70 166 12 Basswood 6 8 6 8 S 40 12 50 167 18 American Elm 15 15 15 15 S 90 8 50 168 8 American Elm 6 10 8 6 S 70 8 20 169 8 American Elm 6 8 15 12 S 70 8 80 170 18 American Elm 12 12 12 12 CD 80 18 80 171 24 American Elm 10 8 12 12 CD 80 24 80 172 12 Basswood 6 10 12 12 S 80 12 80 173 8 American Elm 10 10 10 10 S 80 8 50 174 48 Basswood 20 24 20 24 D 80 48 70 175 20 Hackber 8 15 15 8 CD 80 20 60 176 10 American Elm 8 6 12 12 S 50 10 70 177 38 Hackberry 18 18 18 18 D 60 38 70 178 18 Basswood 6 6 8 8 S 60 18 70 179 15 Basswood 8 10 12 12 CD 80 15 70 180 24 American Elm 15 8 12 8 CD 70 24 80 181 12 Hackberry 10 3 6 6 S 30 12 60 182 15 Basswood 8 8 8 8 S 60 15 60 183 24 American Elm 30 15 10 8 S 40 24 60 184 12 Basswood 8 15 10 10 S 60 12 15 185 18 American Elm 8 12 10 8 S 80 8 60 186 24 Basswood 10 12 15 12 S 80 24 60 187 12 American Elm 3 12 8 6 S 80 12 70 188 18 Basswood 0 20 15 0 S 80 18 80 189 12 Basswood 6 6 6 6 S 70 12 80 190 12 Basswood 6 6 6 6 S 50 12 80 191 12 Soap Berry 8 8 8 8 CD 70 12 80 192 18 Basswood 12 8 15 15 CD 50 18 80 193 18 American Elm 10 12 12 10 CD 70 18 80 194 18 Soap Berry 8 6 6 6 S 40 18 80 195 28 American Elm 15 12 15 12 CD 80 28 80 196 32 American Elm 0 12 15 15 CD 70 32 60 197 18 American Elm 8 12 8 0 S 70 18 60 198 15 Soap Berry 6 6 6 6 S 70 15 70 199 10 Soap Berry 8 8 8 8 S 50 10 80 200 14 Soap Berry 8 8 8 8 S 60 14 70 201 14 Soap Berry 6 6 6 6 S 40 14 80 202 14 Soap Berry 6 18 6 6 S 50 14 70 203 38 Pecan 18 18 18 18 D 80 38 80 204 16 American Elm 0 6 18 0 S 60 16 90 205 36 Hackberry 20 12 15 15 CID 80 36 90 206 40 American Elm 8 12 12 12 S 10 40 70 207 40 Pecan 20 20 20 20 CD 80 40 60 208 30 Pecan 20 1 0 20 8 CD 70 30 90 209 30 Basswood 15 12 15 15 CD 80 30 90 210 42 American Elm 20 20 20 20 CD 80 CD 40 211 24 Basswood 12 12 12 12 CD 80 D 22 212 16 Basswood 6 6 6 6 S 20 D 14 213 16 Basswood 15 0 0 6 S 60 CD 14 214 20 Basswood 12 0 12 12 S 70 CD 18 215 18 Basswood 12 12 12 12 CID 80 CD 16 216 16 American Elm 8 8 10 10 S 60 CD 14 217 18 American Elm 8 12 12 15 CD 80 S 16 218 16 Hackberry 8 8 8 8 CD 80 CD 14 219 6 Basswood 0 6 6 6 S 70 D 6 220 12 Hackberry 8 8 8 8 S 70 D 10 221 28 American Elm 18 18 18 18 CD 85 S 1 26 222 16 American Elm 10 12 8 10 S 80 D 14 223 12 American Elm 15 6 8 6 S 80 CD 10 224 48 Bois D'Arc 20 20 20 20 CD 60 CD 46 225 24 Basswood 24 6 6 6 S 60 22 1934 479 Inches Preserve, Remove, ROW 1931 348 104 21 Trees Preserve, Remove, ROW 108 17 TREE NO. DIAMETER SPECIES CANOPY F CROWN CLASS %LIVE DAMAGED, DISEASED, CROWN DEAD PRESERVE REMOVE INCHES W N I E 8 226 20 Hackberry 15 15 15 15 S 80 15 18 227 36 Cedar Elm 18 20 20 20 CD 80 18 34 228 48 American Elm 30 30 30 30 D 80 4 46 229 36 Basswood 8 12 20 18 CID 1 70 12 34 230 40 Hackbeny 18 18 18 18 CID 80 8 38 231 14 ? 24 6 0 15 S 80 10 12 232 32 Basswood 12 15 15 12 CD 80 30 30 233 32 Pecan 20 15 20 20 D 90 32 234 12 1 American Elm 12 12 15 12 S 60 12 235 14 American Elm 15 12 12 12 S 60 14 236 30 Basswood 12 18 20 20 D 70 30 237 36 Basswood 18 18 18 18 CD 80 36 238 40 Basswood 20 15 18 15 CD 80 40 239 32 Basswood 12 15 12 15 CD 60 32 240 10 Soap Berry 6 6 6 6 S 40 10 241 18 American Elm 1 12 12 1 12 12 S 80 18 242 20 Ha kbeny 12 12 10 6 CD 70 20 243 32 American Elm 0 24 20 0 S 70 32 244 60 Cottonwood 20 20 20 20 CD 70 60 245 18 American Elm 8 12 8 10 S 70 18 246 10 American Elm 8 8 8 8 S 70 10 247 16 American Elm 6 12 6 12 S 80 16 10 248 30 American Elm 20 20 12 12 CD 80 30 10 249 40 Basswood 20 20 18 18 CD 80 40 10 250 12 Hackberry 8 10 12 8 S 60 12 8 251 12 American Elm 12 15 12 12 S 1 70 12 10 252 15 American Elm 12 12 12 12 S 70 15 18 253 24 American Elm 20 20 20 20 CD 70 24 18 254 18 American Elm 20 0 0 15 S 70 18 15 255 18 American Elm 18 20 22 18 S 80 18 8 256 32 Pecan 24 24 .28 24 D 70 32 6 257 28 Pecan 18 18 20 18 CD 1 80 28 6 258 20 American Elm 18 20 8 18 S 70 20 8 259 28 American Elm 18 18 18 18 CD 80 28 8 260 12 Hackberry 8 8 8 8 S 60 12 12 261 42 American Elm 20 22 20 24 CD 80 42 6 262 36 American Elm 6 12 12 24 S 50 36 15 263 18 American Elm 12 18 12 12 S 70 18 12 264 14 Hackberry 8 10 12 8 S 80 14 265 14 Hackberry 12 10 15 12 S 80 14 266 14 Hackberry 6 10 8 10 S 80 14 267 14 Hackberry 8 10 6 10 S 80 14 268 38 American Elm 20 20 20 20 CD 80 38 15 269 10 Hackberry 8 8 8 8 S 80 10 12 270 12 Hackberry 10 8 12 8 S 60 12 8 271 14 American Elm 10 6 8 15 S 70 14 10 272 18 Hackberry 8 12 10 12 S 60 18 8 273 18 Hackberry 12 12 12 12 S 0 18 18 274 24 Hackberry 12 10 15 12 S 80 24 10 275 24 Hackberry 10 15 10 12 S 50 24 18 276 18 American Elm 10 20 12 8 CD 80 18 10 277 12 Hackberry 8 6 15 10 S 60 12 3 278 18 Hackberry 12 10 15 10 CID 60 18 20 279 12 Hackberry 12 10 12 10 S 60 10 280 15 Hackberry 10 12 10 10 S 60 13 281 18 American Elm 10 15 15 10 CD 70 16 282 24 American Elm 10 15 20 8 S 70 22 283 24 Hackberry 15 18 15 12 S 60 8 22 284 16 Hackberry 0 12 12 8 S 50 1 14 285 12 Hackber 6 6 8 6 S 50 24 10 286 14 Soap Berry 12 6 5 6 S 60 6 12 287 18 Hackberry 15 8 12 8 S 70 16 288 42 Pecan 20 24 22 20 CD 90 8 40 289 32 American Elm 20 18 12 12 CD 1 80 20 30 290 28 American Elm 18 12 15 18 CD 1 70 16 26 291 22 American Elm 12 10 12 12 S 70 10 20 292 18 Hackberry 12 8 15 10 S 50 12 16 293 22 Hackbeny 8 10 12 8 S 50 22 294 24 Hackberfy 6 6 6 6 S 20 24 10 295 24 American Elm 12 15 12 15 CD 80 24 10 296 24 Hackberry 12 12 12 12 CD 80 24 297 24 American Elm 12 15 12 15 CD 80 24 298 10 American Elm 0 6 6 12 S 80 10 299 22 Hackberry 15 15 15 15 CD 50 22 300 16 American Elm 8 6 10 8 S 70 16 301 16 Hackberry 6 8 10 0 S 60 16 10 302 16 American Elm 10 15 8 12 S 70 16 303 14 Soap Beyy 8 10 12 6 S 70 14 304 8 Soap Berry 8 10 6 8 S 70 8 305 10 American Elm 0 0 10 12 S 70 10 306 22 American Elm 12 10 15 12 CD 80 22 307 10 Soap Berry 10 12 10 12 S 60 10 308 10 Soap Berry 8 10 12 10 S 60 10 309 10 Soap Berry 6 4 6 15 S 60 10 310 48 American Elm 24 0 12 15 CD 15 48 311 18 Hackberry 18 6 10 8 CD 60 18 312 14 Hackberry 8 10 12 12 S 60 14 313 14 Hackberry 10 20 12 12 CD 70 14 314 18 American Elm 10 15 12 18 S 80 18 8 315 12 American Elm 6 12 6 8 S 80 12 20 316 12 American Elm 12 10 12 12 S 80 12 40 317 16 American Elm 12 8 8 8 S 80 16 10 318 1 16 American Elm 12 10 12 12 S 80 16 12 319 12 Soap Berry 6 6 6 0 S 80 12 15 320 12 Soap Berry 6 6 6 6 S 80 12 10 321 16 Hackberry 12 12 15 12 S 80 16 6 322 18 Hackberry 12 15 12 15 S 60 18 10 323 20 Hackberry 12 15 12 15 S 60 20 10 324 15 Hackberry 12 15 15 12 S 70 15 20 325 18 American Elm 12 12 15 15 S 80 18 15 326 16 American Elm 10 8 8 12 S 70 16 327 15 Hackberry 10 12 10 12 S 80 15 18 328 10 Cedar Elm 10 10 10 8 S 70 10 16 329 10 Cedar Elm 6 10 15 12 CD 80 10 15 330 14 Cottonwood 5 15 18 6 D 90 14 10 331 10 Hackberry 10 10 5 8 CD 90 10 20 332 20 Hackberry 20 16 10 14 CD 70 20 18 333 7 Soap Berry 18 10 18 8 CD 60 7 18 334 18 Post Oak 10 15 15 15 D 90 18 20 335 8 Pecan 20 16 6 6 CD 90 8 20 336 20 American Elm 20 20 10 15 CD 60 20 337 12 American Elm 2 12 18 15 D 90 12 338 20 American Elm 10 20 22 8 D 90 20 339 24 American Elm 25 22 16 8 CD 80 24 24 340 10 Hackberry 20 5 5 5 CD 70 10 36 341 10 American Elm 5 10 22 10 CD 80 10 8 342 10 American Elm 5 15 20 16 CD 80 10 10 343 8 Hackberry 15 5 5 8 S 70 8 18 344 18 American Elm 22 20 15 10 CD 90 18 6 345 24 American Elm 20 20 20 24 D 90 24 15 346 14 American Elm 15 20 5 5 D 90 14 7 347 8 Hackberry 8 10 5 12 S 1 60 8 12 348 26 Pecan 25 25 25 16 D 100 26 8 349 8 Pecan 5 16 14 10 CD 100 8 8 350 6 Pecan 10 15 10 5 CD 100 6 6 Inches Preserve, Remove, ROW 1934 479 Trees Preserve, Remove, ROW 104 21 TREE NO. DIAMETER SPECIES CANOPY FT CROWN CLASS % LIVE DAMAGED, DISEASED, CROWN DEAD PRESERVE REMOVE INCHES W N E S 351 15 Amerian Elm 20 25 12 4 CD 70 15 352 18 Amerian Elm 25 12 5 8 D 70 18 353 4 Amerian Elm 5 10 8 10 CD 60 4 354 12 Pecan 15 8 10 20 CD 100 12 355 8 Hackberry 5 10 5 6 CD 50 8 356 10 Hackberry 12 5 15 15 CID 60 10 357 30 Pecan 30 30 24 18 D 90 30 358 6 Hackberry 12 6 5 18 S 90 6 359 20 Amerian Elm 6 10 12 22 S 80 20 360 1 6 Amerian Elm 10 10 12 12 S 70 6 361 8 ckber 12 5 6 5 CD 70 8 362 10 erian Elm 15 10 5 12 CD 60 10 363 18 erian Elm PAm 20 3 20 18 CD 90 18 364 18 erian Elm 15 3 6 25 D 90 18 365 25 erian Elm 10 20 22 20 D 100 25 366 15 Cedar Elm 12 20 12 5 D 70 15 367 18 Amerian Elm 4 10 1 15 8 CD 70 18 368 10 Cedar Elm 4 12 15 6 CD 90 10 369 8 Cedar Elm 8 3 12 15 D 70 8 370 5 Hackbegy 8 10 12 5 CID 80 5 371 20 Pecan 20 18 15 30 D 90 20 372 10 Cedar Elm 18 22 15 10 CD 70 10 373 10 Cedar Elm 12 12 15 6 CD 80 10 374 10 Amerian Elm 22 10 10 4 CD 70 10 375 8 Cedar Elm 18 6 2 10 80 80 8 376 10 Cedar Elm 20 24 12 6 CD 80 10 377 18 American Elm 18 10 5 18 D 80 18 378 18 American Elm 15 6 20 12 CD 70 18 379 15 American Elm 12 10 8 12 D 80 15 380 8 American Elm 2 2 6 10 CD 70 8 381 6 American Elm 6 6 4 6 S 60 6 382 6 Hackberry 6 4 4 10 CD 70 6 383 8 American Elm 10 4 4 8 D 60 8 384 8 Hackberry 8 6 6 10 CD 70 8 385 12 American Elm 6 5 18 22 CD 70 12 386 6 Cedar Elm 6 6 2 10 CD 80 6 387 15 Cedar Elm 1 4 6 20 CD 70 15 388 12 Cedar Elm 4 4 2 20 S 70 12 389 18 American Elm 20 15 12 20 D 90 18 390 40 Cottonwood 30 40 20 20 D 90 40 391 10 American Elm 10 6 2 10 CD 60 10 392 12 American Elm 12 8 4 10 CD 60 12 393 15 American Elm 20 12 20 20 CD 80 15 394 12 Cedar Elm 12 2 12 20 CD 70 12 395 8 American Elm 6 8 8 10 CD 70 8 396 10 American Elm 8 10 10 15 CD 80 10 397 8 Cedar Elm 15 10 5 8 CD 70 8 398 18 American Elm 8 2 15 18 CD 60 18 399 10 Cedar Elm 12 18 12 20 CD 80 10 400 18 American Elm 20 12 10 18 D 90 18 401 10 Cottonwood 6 6 4 6 S 10 10 402 6 Post Oak 10 6 6 15 CD 90 3 403 20 Cedar Elm 10 15 12 12 CD 10 20 404 6 Hackberry 6 8 8 12 CD 90 6 405 10 Pecan 8 4 4 8 D 30 10 406 8 American Elm 18 10 10 8 CD 60 8 407 10 Post Oak 12 8 10 12 D 80 10 408 8 Pecan 10 4 4 4 D 40 8 409 8 American Elm 6 4 6 12 S 50 8 410 24 Cottonwood 18 18 10 25 D 90 24 411 6 American Elm 4 18 20 4 S 70 6 412 18 American Elm 18 18 15 20 CD 80 18 413 8 American Elm 12 10 20 6 S 10 8 414 20 American Elm 18 20 20 18 D 80 20 415 16 American Elm 15 15 18 10 S 40 16 416 10 American Elm 12 6 8 20 CD 80 10 417 12 Hackberry 4 6 4 4 S 10 12 418 15 American Elm 10 15 20 25 CD 90 15 419 10 Cedar Elm 10 5 6 12 CD 10 10 420 10 American Elm 12 12 8 10 S 60 10 421 10 Hackberry 10 4 6 18 CID 70 10 422 30 American Elm 30 35 20 20 D 80 30 423 18 American Elm 10 20 15 15 CD 80 18 424 10 Post Oak 12 12 10 8 CD 90 10 425 12 American Elm 5 20 18 12 CD 1 40 12 426 10 American Elm 12 10 6 10 S 50 10 427 32 American Elm 35 35 30 20 D 90 32 428 8 Mulberry 12 20 10 6 CD 90 8 429 20 American Elm 12 15 25 10 CD 80 20 430 6 Fern 12 20 15 6 CD 20 6 431 6 Cedar Elm 10 18 6 4 CD 70 6 432 20 Post Oak 10 12 22 20 CD 80 20 433 30 Post Oak 22 20 25 30 D 100 30 434 12 Post Oak 20 15 15 12 D 90 12 435 8 Post Oak 8 15 8 10 CD 80 8 436 24 American Elm 25 18 10 10 CD 80 24 437 8 American Elm 10 20 6 4 CD 90 8 438 12 American Elm 18 25 12 1 6 CD 90 12 439 8 American Elm 10 6 6 4 CD 80 8 440 20 Hackberry 18 6 8 18 CD 80 20 441 40 American Elm 30 30 30 30 D 100 40 442 10 Pecan 4 4 10 18 S 90 10 443 12 American Elm 10 4 10 18 CD 90 12 444 15 Cottonwood 18 10 12 12 D 100 15 445 10 Post Oak 6 6 12 20 S 80 10 446 6 American Elm 4 0 4 15 S 90 6 447 10 American Elm 4 6 6 12 CD 80 10 448 10 American Elm 8 6 10 12 CD 60 10 449 20 Cedar Elm 22 15 12 15 D 90 20 450 15 American Elm 8 2 8 12 D 70 15 451 1 30 American Elm Dead 452 18 American Elm 10 6 6 18 CD 70 18 453 16 American Elm 18 6 18 20 CD 80 16 454 15 American Elm 15 6 10 22 CD 90 15 455 10 Pecan 10 15 8 8 CID 100 10 456 20 Pecan 12 22 15 18 CID 90 20 457 18 American Elm 15 12 6 6 CD 70 18 458 18 Pecan 22 20 15 22 CD 100 18 459 20 American Elm 12 6 8 18 D 90 20 460 20 American Elm 25 20 12 15 D 90 20 461 Dead 462 18 American Elm 20 25 18 20 D 90 18 463 8 American Elm 18 18 12 12 CD 100 8 464 24 American Elm 20 20 18 18 CD 100 24 465 36 Pecan 25 30 30 30 CID 100 36 466 8 American Elm 20 12 18 10 CD 90 8 467 10 American Elm 10 18 6 4 CD 90 10 468 18 American Elm 10 20 12 10 CD 80 18 469 6 American Elm 8 6 6 8 S 70 6 470 15 American Elm 8 6 10 11 CD 80 15 471 7 American Elm 12 18 6 4 CD 80 7 472 12 American Elm 10 10 4 4 CD 70 12 473 8 Ash 12 12 6 8 CID 90 8 474 8 Ash 10 10 8 8 CID 90 8 475 6 Ash 8 8 6 8 CID 90 6 Inches Preserve, Remove, ROW 775 891 Trees Preserve, Remove, ROW 53 70 '4` 7/14112 SHEET 6 OF 7 54.855 ACRE TRACT BLACKBERRY FARM ADDITION EDWARD COOK SURVEY, ABSTRACT N0. 300 JOHN JACKSON SURVEY, ABSTRACT N0. 698 DAVID MYERS SURVEY, ABSTRACT N0. 886 COPPELL, DALLAS COUNTY, TEXAS PREPARED BY KADLECK & ASSOCIATES ENGINEERING PLANNING SURVEYING 2000 N. CENTRAL EXPY. SUITE 113 (972) 881-0771 PLANO, TX 75074 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 AND KAF LANDCAPE ARCHITECTS 1205 Valley Ridge Drive, Keller, Texas (817) 379-4011 76248 JOB NO. 10542 r) U a 0 0 It U) 0 V Q d. .n r<i N Cb N 0 N 0 cs a Ld o' cn G: a� 6 �n w a� U 0 C a N d' �n 0 i Ln 0 i Ln 0 TREE NO. DIAMETER SPECIES Blackberry Creek South CROWN CLASS %LIVE DAMAGED, DISEASED, CROWN DEAD REE NO. DIAMETER SPECIES CANOPY FT CROWN CLASS % LIVE DAMAGED, DISEASED, CROWN DEAD PRESERVE REMOVE INCHES W N E S 10 12 14 14 476 12 Willow 12 10 12 18 CD 80 14 10 477 8 Ash 4 4 8 6 CD 80 18 8 478 14 Ash 10 12 6 8 CD 90 10 12 479 12 Willow 10 12 8 15 D 90 15 10 480 18 Cottonwood 12 1 15 12 12 D 70 18 16 481 14 Willow 18 18 18 10 CD 90 12 482 30 Willow 18 12 12 18 D 90 28 483 24 Cottonwood 20 12 12 15 D 90 22 484 30 Willow 22 20 10 12 CD 90 28 485 8 Ash 12 10 14 10 CD 80 8 486 8 Ash 10 8 6 8 S 70 8 487 8 Ash 8 8 6 10 S 80 8 488 12 Willow 10 4 4 12 CD 90 10 489 14 American Elm 10 12 12 12 CD 90 12 490 30 Ash 15 20 15 15 CD 100 28 491 10 American Elm 10 15 12 10 CD 80 8 492 8 American Elm 12 10 12 8 CD 70 8 493 8 American Elm 15 10 1 12 6 CD 80 8 494 18 American Elm 6 15 12 10 CD 90 16 495 20 American Elm 10 15 12 20 CD 90 18 496 20 American Elm 12 20 15 6 D 70 18 497 12 American Elm 10 10 10 8 D 70 10 498 20 Ash 12 18 18 15 D 80 20 499 8 American Elm 10 1 18 10 6 1 S 70 8 500 20 American Elm 25 20 18 18 D 90 18 501 28 American Elm 18 30 18 15 D 90 26 502 8 Pecan 18 20 10 10 CD 90 8 503 18 Cedar Elm 18 22 18 20 CD 90 18 504 18 Cedar Elm 10 12 18 20 CD 90 18 505 10 Cedar Elm 18 10 4 10 1 CD 90 10 506 20 American Elm 18 10 10 15 D 100 20 507 8 Cedar Elm 12 12 6 8 CD 80 8 508 8 Cedar Elm 10 8 6 8 D 80 8 509 18 American Elm 15 20 15 12 CD 100 18 510 14 Pecan 15 18 12 10 S 90 14 511 8 Pecan 12 6 4 15 1 CID 100 8 512 8 Pecan 10 10 12 12 CD 100 8 513 12 Pecan 18 18 12 6 D 100 10 514 18 American Elm 18 6 10 8 CD 90 16 515 12 Pecan 18 10 6 10 CD 100 10 516 12 Pecan 10 12 10 6 CD 100 10 517 14 American Elm 20 18 10 10 S 90 12 518 38 Cottonwood Diseased 36 519 12 American Elm Dead 520 521 12 Hackberry 18 20 18 12 D 90 12 522 26 Cottonwood Dead 523 10 Pecan 6 1 18 12 6 CD 90 10 524 10 American Elm 18 16 12 12 CD 80 10 525 12 American Elm 10 6 12 20 CD 90 12 526 18 Cedar Elm 12 20 18 15 CD 90 18 527 20 American Elm 12 18 12 6 CD 100 20 528 24 American Elm 15 12 20 25 D 100 24 529 24 American Elm 10 1 20 18 12 D 70 24 530 8 Hackberry 10 10 12 6 1 CD 70 8 531 20 Pecan 18 20 18 15 CD 100 18 532 24 American Elm 20 22 20 18 D 100 24 533 24 Pecan 35 20 15 25 D 100 24 534 Dead 535 16 Pecan 18 1 10 10 12 CD 10 16 536 10 Hackberry 10 12 10 10 S 90 10 537 30 American Elm 18 20 30 20 D 90 30 538 36 Pecan 20 25 25 18 D 90 34 539 18 American Elm 18 12 15 18 S 70 16 540 16 Pecan 10 12 18 20 CD 80 14 541 18 Pecan 12 18 15 20 CD 90 16 542 24 Pecan 20 18 20 22 D 100 22 543 24 Pecan 18 22 20 22 CD 100 24 544 18 Cedar Elm 18 30 20 18 D 100 16 545 12 Cedar Elm 18 10 12 10 CD 90 10 546 8 Ash 10 12 8 6 S 80 8 547 30 Pecan 30 20 18 25 D 100 30 548 10 Hackber 8 12 12 10 S 70 8 549 16 Hackberry 12 10 8 12 CD 70 14 550 16 Hackberry 15 4 4 15 CD 70 14 551 36 Bois Darc 25 18 18 12 D 100 34 552 12 Hackberry 10 18 12 12 CD 90 10 553 36 Bois Dare 20 20 18 12 CD 70 34 554 12 Hackberry 12 4 12 12 S 70 10 555 20 Cottonwood 15 18 10 15 CD 90 18 556 12 Cedar Elm 15 1 12 4 15 1 CD 80 10 557 14 American Elm 18 12 10 12 CD 100 12 558 36 Pecan 20 18 20 12 D 100 34 559 30 Pecan 25 30 12 18 D 100 28 560 12 Hackberry 10 12 18 12 CD 80 10 561 20 Pecan 30 25 6 18 CD 100 18 562 36 Pecan 30 1 20 8 20 1 CD 100 34 563 12 Hackberry 12 12 10 6 D 100 10 564 8 American Elm 10 8 8 6 S 70 8 565 8 American Elm 10 6 5 6 S 70 8 566 0 567 10 Hackberry 18 10 10 15 CD 90 8 568 10 American Elm 10 12 8 12 1 CD 60 8 569 8 Hackberry 10 15 11 6 CD 70 8 570 12 Hackberry 18 20 18 12 CD 60 10 571 10 Hackberry 12 6 4 10 CD 60 8 572 24 Hackberry 18 20 20 15 D 80 22 573 10 Post Oak 10 12 18 14 CD 90 10 574 12 Cottonwood 18 18 16 12 1 CD 90 12 575 16 Hackberry 10 12 10 6 S 70 14 576 10 Hackberry 12 10 6 10 S 70 8 577 14 American Elm 20 18 18 12 CD 80 12 578 10 American Elm 18 6 2 6 CD 70 8 579 Cottonwood Dead 0 580 10 Cottonwood 12 12 10 12 CD 90 8 581 24 Cottonwood 20 22 6 6 D 100 24 582 10 Cottonwood 10 12 10 10 CD 100 10 583 6 Hackberry 12 10 6 6 CD 70 6 584 30 Bois Darc 20 25 18 25 D 70 28 585 10 American Elm 12 10 12 8 CD 70 8 586 20 Ash 18 16 10 8 D 100 20 587 18 American Elm 20 25 10 12 CD 90 18 588 20 American Elm 18 12 10 12 CD 90 20 589 12 American Elm 20 10 4 6 CD 90 12 590 16 American Elm 18 12 4 4 CD 90 16 591 36 Bois Darc 18 12 15 15 CD 70 34 592 18 Hackberry 12 10 10 10 CD 80 16 593 8 Hackberry 10 10 10 12 S 80 8 594 10 American Elm 18 12 1 15 15 CD 90 8 595 10 Hackberry 10 12 5 6 CD 90 8 596 24 American Elm 20 25 10 12 CD 90 24 597 20 American Elm 10 12 18 10 CD 70 18 598 9 Hackberry 5 5 5 5 CD 90 7 599 20 Cedar Elm 10 10 18 20 D 100 18 600 20 Cedar Elm 18 20 12 10 D 100 18 Inches Preserve Remove, ROW 596 1235 Trees Preserve, Remove, ROW 35 84 TREE NO. DIAMETER SPECIES CANOPY F CROWN CLASS %LIVE DAMAGED, DISEASED, CROWN DEAD PRESERVE INCHES W N E S 601 16 Cedar Elm 10 12 14 14 S 70 14 602 24 Cedar Elm 12 12 14 18 CD 80 24 603 20 Cedar Elm 18 12 18 18 D 90 18 604 6 American Elm 6 10 10 10 CD 70 6 605 10 American Elm 8 10 15 10 S 80 8 606 24 Cedar Elm 22 20 18 10 D 100 22 Inches Preserve Remove ROW Trees Preserve Remove ROW 24 1 22 5 TREE PROTECTION / TREE MITIGATION: SOUTH SIDE OF DENTON CREEK TOTAL TREES PRESERVED ON SITE 5260 in TOTAL TREES ON SITE 8235 in TOTAL TREES REMOVED ON SITE 2975 in TREES PRESERVED/TOTAL TREES ON SITE= 64% 64% x 2975 (trees removed)= 1904 in LANDSCAPE CREDITS: PERIMETER AND ENTRY LANDSCAPE 871 in LOT CREDIT - 83 LOTS x 2-4 1/2 TREES 747 in NET RETRIBUTION: 2975-1904-871-747= -548 in PLAN DEVELOPMENT CONDITION: COUNT REQUIRED ON LOT TREE PLANTINGS 83 LOTS X 3"CAL. TREES/LOT 249 in ADJUSTED NET RETRIBUTION -299 in 7/14112 SHEET 7 OF 7 54.855 ACRE TRACT BLACKBERRY FARM ADDITION EDWARD COOK SURVEY, ABSTRACT N0. 300 JOHN JACKSON SURVEY, ABSTRACT N0. 698 DAVID MYERS SURVEY, ABSTRACT N0. 886 COPPELL, DALLAS COUNTY, TEXAS PREPARED BY KADLECK & ASSOCIATES ENGINEERING PLANNING SURVEYING 2000 N. CENTRAL EXPY. SUITE 113 (972) 881-0771 PLANO, TX 75074 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 AND KAF LANDCAPE ARCHITECTS 1205 Valley Ridge Drive, Keller, Texas (817) 379-4011 76248 JOB NO. 10542 i DeFOREST yJSF, of .....N 7 D� SANDY LAK No Scale VICINITY MAP SCALE: 1"=100' 0 50 100 200 LEGEND FIR Found Iron Rod SIR Set Iron Rod NOTES: 1. ALL COMMON AREAS INCLUDING SCREENING WALLS & LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION 2. THE 100 YR FLOODPLAIN AREA SHALL BE MAINTAINED BY THE HOME OWNER'S ASSOCIATION. 3. RETAINING WALLS TO BE CONSTRUCTED OF STONE. 4. 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PROPOS 6 u IN SCREENING , �, EENING WALL ” �N I n u) OF I I )w "A"Au u utlry"utl a23, Iq N "LtlYI,; ° tl tl'..4" 1 r VF tl tlatl';W Y 0 11 p"I tl ryV 4V,l VtlII,tlutl tlW �tl y���,Itl tl�g �•b,r-I iY ViV ry.„,.� ..i�,„i VI M1 0.Y 2 11� A '4tl Ptl, I V:711„�. V V.V a .V VUWUVVV Pg. 1:11i: u, �v:,", W V„3 n tltl tl�l D, fR, C1, r” > � Y V CHI,, I d 6..'Il V V rtll V:)Wtl"V P• 10 VV c1l, "9V Y Y'utl"gW,Pry„� ro P” a V raj tl,.PIV° EA"30Ir0^',tl,.tl.. PROPOSED RETAINING WALL & SCREENING WALL EXHIBIT BLACKBERRY FARM ADDITION BEING A 54.855 ACRE TRACT IN THE CITY OF COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER BLACKBERRY FARM, LLC C/O THE HOLMES BUILDERS 225 E. SH 121 Coppell, Texas 75019 214— 488-5200 FAX 214-488-5255 PREPARED BY KADLECK & ASSOCIATES ENGINEERING PLANNING SURVEYING 2000 N. CENTRAL EXPRESSWAY SUITE 113 (972) 881-0771 75074 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 OCT. 17, 2012 JOB #10542 u WINQWALC — — OEilrAEOV: L�yj�`1 Y■■■■1{Q}} r` �,T �1V i VLLi �kl�ll DATE rrsrsJF'nrw FNr BLACKBERRY FAfif�l DENTON CREEK L+L[.kL4: rro Pit LiArr-. iix+ V111N 1NAil IrFFi:arwLu DN1510 H M 11 n'Arrs �I13FC bhic SI[bri�.l Xl �F[EhI0aF5YTEh4 1{4141514110E FMP2 FA114kHE CCAP P.O. Mk159�] FORT WORfx. ax r6Lk9 tk4.}17.17]3 Cr H1lwrcn; ]7 J�It: r ,{s � G ` UE1RE SjGI I f 5 .. _ _ _ -- 614Te: iil.'f L7 ri_ ..,� {7 } 9814 HA1NE5 ROfA UFAIMSOLlk, LIN 411AN arw J4lmrs 74\ WTrR,ICT.E SIG.__. z uwe_KLnFnrnrtlr rePKI�r ICEIi4FDA1LI,'TA N=N} 2L1.71T.1115 Lv'rrw.srnrrxa n�a[r[.rnm flflkHY16Y: hiGS # 4 13C L+1 `# CI-FrAFDPN. TFN 1 {HR4KE9■Y. TEN ARCH -BOX w 7L LDLALE: COPPEL nkte: TLUS 2LIa77 4773 Www.!4MDP,A6 iAETE.ODw1 21 ,F17.777i 0 3z 10 15 BLOCK D �C' 33 I I P - I I 9 II E I I 22 I k -- 1 21 I 7 I I I I I I I I I I I I I I I I I I I I I I I 34 E I I I I I I I + J I I I I I I I I 20 I }O I 5 I I I I I I I I i i J � 1 I I I I I I I I I I BLOCK A I i I r I I i rjrj — — 6 I I 7 7 8 L 1 I I C 1 \ I CITY OF CARROLLTON I 1 9 I I 9 OQ/ / 16 14 13 \ i 5 10 LF 15 I / J 6 — — -- / LAKEWOOD ESTATES 5 4 z ix 11 O 12 I / 39 r 3 BLOCK B 12 I j 4 I L 13 I _— I 2 I F 8 -- -- 14 10 - I 3 I 16 15 I — _ { 11 1 ZONED: RETAIL 41'C" SPAN — 42'-0" SPAN 5'• " 4YI�1GNfALL -- •----•--- ----- . _._......_ . .... V,}IPEGVJALI 31 1 KIMBLE COURT ADDITION PRELIMINARY r} �P ' ' ARCH -BOX OEilrAEOV: L�yj�`1 Y■■■■1{Q}} r` �,T �1V i VLLi �kl�ll DATE rrsrsJF'nrw FNr BLACKBERRY FAfif�l DENTON CREEK L+L[.kL4: rro Pit LiArr-. iix+ pn am rr-FLY:rnnlr 4f t: F}HA'7[iF tiY4iFM1T.4 Y+: r�=-� IrFFi:arwLu DN1510 H M 11 n'Arrs �I13FC bhic SI[bri�.l Xl �F[EhI0aF5YTEh4 1{4141514110E FMP2 FA114kHE CCAP P.O. Mk159�] FORT WORfx. ax r6Lk9 tk4.}17.17]3 Cr H1lwrcn; ]7 J�It: r ,{s � G ` UE1RE SjGI I f 5 .. _ _ _ -- 614Te: iil.'f L7 ri_ ..,� D?PG{,r41": TIN 9814 HA1NE5 ROfA UFAIMSOLlk, LIN 411AN arw J4lmrs 74\ WTrR,ICT.E SIG.__. z uwe_KLnFnrnrtlr rePKI�r ICEIi4FDA1LI,'TA N=N} 2L1.71T.1115 Lv'rrw.srnrrxa n�a[r[.rnm flflkHY16Y: hiGS # . CI-FrAFDPN. TFN 1 a7�_n� cna+J BLACKBERRY FARM DENTON CREEK COPPEL TEXAS RGAIMAY ELEV. 951.24 47' 11.PAN SHOSi�N FOR CIJIRITY SECTION AT CENTERLINE OF ROADWAY PR-ECAST Ak�H PRELIMINARY 11 V keV�4kLl 6}: DArF I PIT61YUPTI 1w ••. T QLI❑EEI EY �fiFARMS'FI�Fi Pn D.9xn nr. ...— Ii�YSC� 44'I�:F.rS ,� �P' �, Jklr HALWiLL i'F1111llb F1.111Aer[e.LL PRDIrr.T ryUmasn ]Y#An J�It: r ,{s � G ` UE1RE SjGI I f 5 .. _ _ _ -- DENTON CREEK ri_ ..,� .4 h141il OK OF!iNE&F6Jl-CJIFCE Ca RP TOP OF CREEK BANK DF51IGNFnnr. TEN SdVJ V.LCE, N 051 LrAmEsti LCE, ax sSOEe LJ9PL.KLNkieoALEF%kAK.WAF K LNm" LLii Tx7 m 61WW11 BV: kAGS . Ho.%+)%IF%v fUH4 L40h1Ir,TAM1L9 {HR4KE9■Y. TEN ARCH -BOX au1J.T4J. Dylx T ww'Ni1REJFTUn E'SISi rF.rnu L LDLALE: COPPEL nkte: TLUS 2LIa77 4773 Www.!4MDP,A6 iAETE.ODw1 21 ,F17.777i 23 v CITY OF COPPELL 24 / zs 2s I 1 27 14 15 25 / — — 13 29 CREEK CROSSING 15 CITY OF CARROLLTON SCALE: 1 "=200' 0 50 100 200 LEGEND Fir\ Fvullu Ilvll F\vu SIR Set Iron Rod CITY OF CARROLLTON CIN OF COPPELL BLOC D \ C:_._.—._._._. _.> 4 5 6 7 8 3 2 / 9 1 SANE 10 1X �C� G 21 20 \ BLOCK E i 11 \ r 25 19 12 \ / 26 �c 22 n 18 \ \ 27 A 13 23 � 17 4y DeFOREST O� Cm O'F� � o T NN F i n SITE D Z c SANDY LAK y~ No Scale VICINITY MAP 31 11 14 1X LAKEWOOD ESTATES TOP OF CREEK BANK 24 / BLOCK F I � I \./24 16 0 3z 10 15 BLOCK D �C' 33 I I P w� 9 // 23 22 -- 21 34 1 I 20 I }O 19 YEARFLOOD I I \ ss BLOCK A I — — 6 I 36 7 7 8 _ BLOCK C 17 \ CITY OF CARROLLTON 9 OQ/ / 16 14 13 \ 1 1 37 5 10 LF 15 I / J 6 / LAKEWOOD ESTATES 5 4 z ix 11 O 12 I / 39 r 3 BLOCK B 12 ` 40 4 0 13 _— 2 8 -- -- 14 10 3 16 15 0��(LL 6 — — _ 11 1 ZONED: RETAIL 31 1 KIMBLE COURT ADDITION 2 1 6 \ 5 �\ \\ pROP. 100 Yr. FLOODPLAIN \ 1 4 y ✓ I 3 / 2 BLOCK / 04 1 X 1 BLOCK A Jq o� ��w R �oqa / .61, oT C- ix BLOCK F CITY OF COPPELL TRESTLE LANE CREEK CROSSING BLACKBERRY FARM ADDITION COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER BLACKBERRY FARM, LLC C/O THE HOLMES BUILDERS 225 E. SH 121 Coppell, Texas 75019 214-488-5200 FAX 214-488-5255 OCT. 17, 2012 JOB #10542 BLACKBERRY FARM COPPELL, TEXAS 4 R4 I 5 20 WIFA %TMAVP, 10HP OCK 26 22 27 14 Ix 24 24 ko 22 2P \J 20 01 a, GPM A 11 t 8&OCK C 13 OrN Y w. 12 4 V1, OCK X, SOUTH SECTION LOTS - 55 LOTS COMMO�N AREAS N X a O�W r WER 5TMW POND NORTH SECTION LOTS - 27 LOTS PONDS A Development by Blackberry Farm, LLC: November 6, 2012 OVERVIEW OF BLACKBERRY FARM Blackberry Farm is a special place to live. This community provides a unique mix of housing options and amenities - a mix Coppell has not seen before. A multi -generational community designed with eco -themed amenities, Blackberry Farm is the ideal community to welcome visitors and residents alike to Coppell. Blackberry Farm is divided into two sections; Denton Creek separates the North and South sections of the community. The South section of Blackberry Farm will cater to families. Manor homes will provide larger -sized homes and yards. Amenities located in this section include the Park and the Farm. The North section of Blackberry Farm is a patio home community. Similar to Red Hawk, this section provides housing options for those looking for low -maintenance homes. Patio homes will be smaller in size and have smaller yards. Blackberry Farm is designed to allow younger families to live in the South section and grandparents to live in the North section. Amenities in Blackberry Farm include the Park, the Farm, the Bridge and two Ponds. A throw back to simpler times, Blackberry Farm provides the luxury of city life with the charm of the country. This truly is "a family community for a lifetime." 2 1 II agm SINGLE FAMILY RESIDENTIAL -SOUTH (SF -9) General Description The South section provides manor homes, ideal for growing families. Manor homes provide large living space and large yards. This home type will attract new families to Coppell and provide move -up options for current Coppell residents. Manor homes will keep with the guidelines of standard SF -9 zoning. The purpose of the South section of Blackberry Farm is to promote: 1. A luxury housing option for Coppell residents and out-of-town residents on the East side of Coppell 2. Quality housing for family generations 3. Public health, safety and welfare, which is fostered by a strong -sense of neighborhood identity 4. The distinctive, small-town character of Coppell Maximum Height Regulations The maximum height regulation shall be 35 feet and no more than 2'/2 stories. Area Regulations 1. Minimum Setbacks a. Front Yard: 25 feet. Non-residential structures may encroach 5 feet into the front yard. b. Side Yard: 8 feet. Adjacent to a side street a 15 foot setback is required. c. Rear Yard: 20 feet 2. Minimum Lot Size: 9000 square feet with a minimum lot width of 75 feet and a minimum lot depth of 100 feet. 3. Minimum Dwelling Size: 1600 square feet, exclusive of garages, porches and outdoor living areas 4. Maximum Lot Coverage: 3570 of the total area may be covered by the combined area of the main buildings and accessory buildings. Exterior Construction Guidelines At least 80 percent of the exterior walls of all structures shall be of masonry construction exclusive of doors, windows and the area above the plate line. Eighteen homes of both South and North sections shall be 10070 stucco (to exceed City guidelines). 3 1 II agm SINGLE FAMILY RESIDENCES - NORTH (PATIO HOMES) General Description The North section provides Patio homes, perfect for those looking to downsize and emptynesters. Patio homes offer a low -maintenance lifestyle home for looking to downsize or simply to have smaller yards. These homes will be similar to zero lot line homes. The purpose of the North section of Blackberry Farm is to promote: 1. A greater diversity of housing options than found in other Coppell neighborhoods 2. Quality housing for family generations, including specific housing for emptynesters 3. Public health, safety and welfare, which is fostered by a strong -sense of neighborhood identity 4. The distinctive, small-town character of Coppell Maximum Height Regulations The maximum height regulation shall be 35 feet and no more than 2'/2 stories. Area Regulations 1. Minimum Setbacks a. Front Yard: 25 feet. b. Side Yard: 5 feet. Adjacent to a side street a 15 foot setback is required. c. Rear Yard: 15 feet Minimum Lot Size: 7500 square feet with a minimum lot width of 75 feet and a minimum lot depth of 100 feet. Minimum Dwelling Size: 1600 square feet, exclusive of garages, porches and outdoor living areas Maximum Lot Coverage: 5570 of the total area may be covered by the combined area of the main buildings and accessory buildings. Exterior Construction Guidelines At least 80 percent of the exterior walls of all structures shall be of masonry construction exclusive of doors, windows and the area above the plate line. Eighteen homes of both South and North sections shall be 10070 stucco (to exceed City guidelines). 4 1 II agm COMMUNITY FRAMEWORK Blackberry Farm is designed with a detailed framework of streets, lighting, parks, ponds and other amenities -- the design of which is critical to developing a strong sense of community identity. The following is a description of the different element contained in the framework of Blackberry Farm. Streets The street network of Blackberry Farm is designed not only to facilitate transportation but also to enhance the social life of residents and guests alike. The streets shall be constructed of 1/2" rebar (versus 3/8" rebar) to ensure better looking streets (e.g., less cracking) and longevity. The streets shall also be constructed with the more pedestrian -friendly laydown curb. The street network has been carefully designed to maximize the accessibility of common areas, including the Park, the Farm, and the Ponds. Lighting Lighting throughout the community shall illuminate the roadways, common areas and gathering places. Special attention shall be given to the lighting at the Park and Farm, specifically to ensure that the "dark sky" principles of lighting are respected in the evenings. Upgraded street lights shall be installed throughout the community to enhance the architectural design of the community. Street lights shall be cast aluminum with fluted posts and an antique bronze finish. Please see the Sample Section for a picture. The Park The Park is located at the rear of the lots in Block B in the South section. This 1.04 -acre park provides residents and guests with an easily -accessible place of recreation. The Park will be tied into Coppell's detailed Trails Plan, as promoted through the Coppell 2030 initiative. Regional Veloweb users will have access to the Park. The Park promotes Coppell's 2030 initiative to promote community health in the following ways: 1. A place for physical activity for families. The Park is ideal for families to toss the ball around, play croquet, and other activities. 2. A gathering place for people, which encourages mental health. The Farm The Farm is a unique amenity to Blackberry Farm. A real working farm, the Farm provides four large garden areas and a working Farmhouse. The four gardens provide a combined area of .93 acres, giving gardeners plenty of space to cultivate fruits, vegetables, herbs and flowers. Gardens are fully irrigated and space for composting has been provided. An English Country styled building, the Farmhouse is fully functional. This facility will house tools and cleaning stations for gardeners to use. Prior to planting, seeds and transplants may be stored in the Farmhouse. Vegetables and fruits may be cleaned in the Farmhouse after harvesting. The Farm provides a unique opportunity for Blackberry Farms residents and guests to gather together for a purpose. The Farm promotes organic, healthy eating and eco -friendly recreational activities. A source of community wellness and enrichment, the Farm is designed to give back to the community. 5 1 II agm The Ponds The Ponds provide a peaceful escape for residents and guests. Two ponds are located within Blackberry Farm, one adjacent to the North section and the other adjacent to the South section. The Ponds will be fully -functional with serene fountains adding an element of tranquility and peace to Blackberry Farm. The Ponds will be an ideal place for family picnics, thoughtful walks, and all -terrain running. The Bridge The Bridge connects the North and South sections of Blackberry Farm together. However, it is much more than a physical connector; the Bridge is a place of social connection. Spanning Denton Creek, the arched stone Bridge is charming and a throwback to days gone by. Grandparents can meet their grandkids at the Bridge to fish. Families can launch canoes from the Bridge, floating up and down the creek. The Bridge is the modern version of a treasured keepsake from the past. Tree Mitigation Tree preservation is a critical component of Blackberry Farm. There are more than 21,203 inches of trees on the Blackberry Farm property. Unfortunately, development of the streets and amenities requires some of the trees be removed. Because this is an exceptional case, we propose the following: MITIGATION FOR NORTH SECTION - We request that no tree mitigation fees be assessed to these lots for the following reasons: 1. This land was formerly in the City of Carrollton. Upon our request, the City of Coppell annexed the property, which is a longterm financial asset for the City. As such, we request that the Tree Mitigation fees be waived. 2. We have surveyed almost 13,000 inches of trees in the section. However, not all the trees were surveyed due to the density and poor accessibility to the trees (according to terms of Ordinance 91500-A-203, Section 34-2-13, Section C, Item 3). Hundreds of trees have yet to be counted; these uncounted trees will not be disturbed during development. 3. The only trees being removed are those within lot pads, streets, or ponds. These trees are being removed because the property is being raised approximately 3 feet for flood plain reclamation, which is required by the City's reclamation process. The ponds are required to address the valley storage. MITIGATION FOR SOUTH SECTION - When evaluated separately from the North Section, the trees being removed in the South Section are offset by new plantings. Therefore, we request that all tree mitigation fees from this section be waived in lieu of: 1. Provide 1.04 acres of park space 2. Provide .93 acres of gardening space at the Farm 3. Construct a bridge with stone veneer over Denton Creek, including a creek access point from the City of Coppell's Engineering Department to manage Denton Creek 4. Place an additional 871 inches of trees at the entrance and along the perimeter of Blackberry Farm 5. Place an additional 747 inches of trees on each lot during home construction; this will be in the form of two 41/2" trees on each lot (in addition to the City required 3" tree on each lot) 6 1 II agm 6. Additional trees to be planted along Denton Creek, as agreed upon with the Engineering Department Park Fees Alongside tree preservation, the stabilization of Denton Creek is a critical issue in Blackberry Farm. The natural landscape of Denton Creek is one of the most alluring elements of this community. At the same time, erosion of the creek has the potential to be a large burden for the Blackberry Farm HOA and its residents. Preserving the creek through erosion prevention will be a chief concern during development. Proper erosion prevention and maintenance of the natural beauty and function of Denton Creek will be very costly. However, we feel this cost is necessary to make Blackberry Farm an asset to the City of Coppell as well as residents. Though the stabilization of Denton Creek will be costly, we feel strongly this is an issue that warrants such financial attention. As such, we request that the Park Fees be set at $600/lot, which is approximately 5070 of the standard fees. The savings in the Park Fees and the Tree Mitigation Fees will allow the developer to sufficiently address the stabilization of Denton Creek in conjunction with the Engineering Department. 7 1 II agm ARCHITECTURE The homes and buildings of Blackberry Farm will be designed and oriented to promote visual interest, period -type architecture and diverse yet complementing architectural styles. Building Style and Design Details The following guidelines shall apply to all homes in Blackberry Farm: - MASONRY: At least 80 percent of the exterior walls of all structures shall be of masonry construction exclusive of doors, windows and the area above the plate line. Masonry shall be defined as stone, stucco or brick. - STUCCO: We request that 18 of the homes be permitted to be 10070 stucco. Stucco shall be 7/8" conventional stucco. Stucco must be reinforced with metal lath and an elastomeric topcoat. All stucco shall be earth tone colors. - ROOF: The following roof materials shall be permitted in accordance with the City of Coppell building guidelines: barrel and flat the (both concrete and clay tiles), dimensional composition shingles, slate, and standing -seam metal. - GARAGES: All lots shall be front -entry lots with a minimum of a two -car garage. All garage doors shall be carriage -style. - SIDE WALKS: Each home shall be constructed with a 4' wide broom finish concrete walkway, which shall be located in the front yard of a house five feet (5) from the street curb. All such walkways shall be installed during the construction of the home. All walkways not located on a residential lot shall be constructed by the developer. 8 1 II agm SAMPLE SECTION Blackberry Farm :: Entrance & Screening Wall The following is the design of the Entrance and Screening Wall to the east of entry. The following is the design of the Entrance and Screening Wall to the west of the entry. 9 1 II agm Blackberry Farm :: Street Light The following is the design of the street lights to be installed in Blackberry Farm. The finish will be 101 If:Way''`m Blackberry Farm :: The Farm The following is the layout of the Farm: y �e � r r � r Ov s � w c w`rs The following is a rendering of the architectural style of the Farmhouse: 11 I If:Way''`m Blackberry Farm :: The Bridge The following is the engineer's drawing of the Bridge spanning Denton Creek. This arched stone bridge will keep with the overall theme of Blackberry Farm. Blackberry Farm :: Sample Architecture The following renderings are samples of Manor homes, which will be located in the South section: 121 If:Way''`m 131 If:Way''`m 141 If:Way''`m The following are sample renderings of Patio homes, which will be located in the North section: 151 If:Way''`m 161 age CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Blackberry Farm, Preliminary Plat P&Z HEARING DATE: November 15, 2012 C.C. HEARING DATE: December 11, 2012 STAFF REP.: Gary L. Sieb, Director of Planning LOCATION: North side of Sandy Lake Road, 750 feet northeast of Starleaf Road SIZE OF AREA: 54.8 acres of property CURRENT ZONING: SF -12 (Single Family -12) REQUEST: A preliminary plat to subdivide 54.8 acres of property to permit the development of 82 single-family lots and six (6) common area lots. APPLICANT: Majority Property Owner Engineer Blackberry Farms, LLC Kadleck and Assoc. David Hayes with Holmes Builders Lynn Kadleck, P. E. 225 E. State Highway 121 2000 N. Central Expy. Suite 120 Suite 113 Coppell, TX. 75019 Plano, TX. 75074 (214) 488-5200 (972) 881-0771 Fax: (214) 488-5255 Fax: (972) 509-1861 Email: dhayes&.theholmesbuilders.com Email: lkadleck &.verizon.net Property Owner of 8 acre tract Alfred B. Pittman/Buck Pittman 4049 San Servera Drive, North Jacksonville, FL. 32217 (210) 316-6672 HISTORY: In early 1999 this applicant applied for rezoning from SF -12 to PD -SF -9 on 28.21 acres of the request area to develop 55 residential lots. At that time substantial neighborhood opposition surfaced, staff had a number of concerns, and the ITEM = 7 Page 1 of 2 Planning Commission unanimously denied the request. The zoning case was appealed to Council and was denied by that body in March. The same applicant has recently acquired additional land from Carrollton (Carrollton has dis-annexed and Coppell is annexing the property), an adjacent property owner, and enlarged the original request area by 26.6 acres and increased the residential development to total 82 single-family lots, with six common areas. TRANSPORTATION: Sandy Lake road is an improved C4/D/6, four lane divided thoroughfare in a six - lane right-of-way (110 feet). SURROUNDING LAND USE & ZONING: North: vacant floodplain being annexed into Coppell South: St. Joseph's Village: PD -114 (SF -7) East: new single family structure under constriction; SF -12 West: landscape nursery; "R" Retail COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, indicates this property as Residential Neighborhood and Floodplain. DISCUSSION: As a companion piece to the zoning case just heard, this development complies with the Master Plan and creates a generalized use similar to the existing residential neighborhood to its west and north-west. From a land use standpoint we support the request. In considering density, street pattern, access and drainage concerns we have noted our thoughts in the zoning report. Because of the massive grading, drainage, flood plain removal/filling, detention pond introduction and retaining wall work to accommodate this project, we are a bit more cautious, but feel adequate review by FEMA, our Engineering Department and the Corps of Engineers will result in a workable subdivision. Therefore, we can offer a qualified recommendation for APPROVAL if a number of specific conditions are followed. That qualified recommendation follows. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of this request provided the following conditions are met: 1. There will be additional Engineering comments during detailed plan review. 2. The CLOMR flood study must go through the CDC and formal Corps process 3. The hike/bike trail portrayed on the Plan is a private trail maintained by the HOA 4. A tree removal permit is required prior to start of constriction 5. Tree mitigation fees must be paid prior to constriction 6. Park development fees are required in the amount of $1285 per lot ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ATTACHMENTS: 1. Preliminary Plat Document ITEM = 7 Page 2 of 2 .y DeFOREST o T m TE " Z ) . . .... ....... SANDY LAK h� No Scale VICINITY MAP SCALE: 1"=100' 0 50 100 200 LEGEND FIR Found Iron Rod SIR Set Iron Rod NOTES: 1. ALL COMMON AREAS INCLUDING SCREENING WALLS & LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION 2. THE 100 YR FLOODPLAIN AREA SHALL BE MAINTAINED BY THE HOME OWNER'S ASSOCIATION. 3. RETAINING WALLS TO BE CONSTRUCTED OF STONE. 4. SCREENING WALLS TO BE CONSTRUCTED OF STONE AND ARE TO BE 6 TO 8 FEET IN HEIGHT. 5. NO PARKING SIGNS SHALL BE PLACED ON THE SOUTHEAST SIDE OF BLACKBERRY DRIVE TO THE EMERGENCY ACCESS DRIVE. DETAIL LOT 2X NOT TO SCALE O C) 328.7 AC. DALLAS GUN CLUB Vol. 79215, Pg. 1409 0 D.R.D.C.T. CITY OF CARROLLTON 23 *ww 1317.53 26.30' 103.01 N 89 36 9 9 E 83.33' 81 1., 6 Y. 0 104.26 CITY L . NE IL ', CITY OF COPP � \ � � �„ ° w CITY OF OPI�FLL FF ZONED: SIF -7 \�` , "" �, 2 20' DRAINAGE - BL OC D z N ( -.............-.............._...............-..............................-...............................-..... .......... 1S N w N N EASEMENT LAKEWOOD ESTATES 24 N ........................................................._............................................................................._......................................... rn "............................................_.........................................._....................................._.........................................._. Vol. 94057, Pg. 602 0 / y '1' 4+ M w................................................................................................ ......„:.........._ A s W� 5 O.........................................._...................a......,...................................................._......... 7. _ c- " V (7 ..... ..............:.................................................._.....................................:.....,..................................................................... w ,h �. Z ............................................................................................_....................................................................................,,,.....,.......................................... _.................... G %2 \N 61 1 C86 40.01' 2. E '6 vjcV .0 25 �� gv\\- p�' 3° �9 8� 25 6 L41 9 � IW 2s S88'46'02"E 389.3y�'�`01 tJ .. 5 C47 �9 5 �� 1� °'..:: 66.09' "�`°,� �� G L71 L70� �,-1 tl ..� 150.28'N � � � � � �' � � ��� � 10 � ,� •,, �,n::.w � � _ :, co \ o . 3 14 p J Q> co cr \ 21 20 I 15 27 � 3 I rn 0 l ti o S6 OC 3 �' o ' V ` o. LIMI 'S OF STORAGE _ o POND ID �• N81 34'M�, cry.O. N 2�20' DRAINAGE � R 25 5 E 1 ��"< 6 00 EASEMENT f 3 T d,'° S 81. FUTURE 1'' LA 3 J O S 111.5 0 1 N L19 / �G o� „ ..., 8s /° N 4 NN o w. �6 2 2 f o cP- 29 cn F `' rn \ �' w' . E ...... HIKE & BIKE N 5 6 "2 sz f cPr, 6� 2" 6.. A I L g L24 1 22 , ,.. . 13. 5' L i s 9. 2, ,.. Vol. 94005D7, PgTA6 S 0 `Ssz. �_ �� 18 \1 g 0 - : ..• ; • A g D.R.D.C.T. C1 4 ��0 c' S �1 »Eco`' S1 < ~' 0 A , L .6s � 8 3 6' ZONED: SF -7 J J LL21 27 F 6 . 1 132.83 �� 6��$ 16 .� S p \ 0 ¢ Z o 1,? o o 3 <6 \ $�N '.,, o s �, „ �> '83'55' 4" 30 p p o _ S 23 2 „ _ E `� 5.10 2• J J r V __ , g2\N " s 6 �" k > to N �9 1 ..... C% \ 2 °' G l 31 11....._...... ............... ...... .. c s N\ �� O W 5 �• h ............. 20 ACCESS ,..:.M:'•',. ,,. ,, / r 2 � �. F L- - - M ................. EASEMENT ;; ;" ',;;tf. BLOCK Q / Z 6'. �> S t3' d ._.M... _. .-...._...._ ...... A,,, to cS �� _ 24 �.. _ 16 x J ^^„ � ll _ ... _ - .,,,, 0 32U1 •. . 0' DRAINA�1" 0 L rn 7 N +W" Q 15 p ao M,�SEMENT w.. o o i i / Lf 80 12'56 "E , Mmmm, �' o �F 12 f 0 87 5 A _ D 130.08 n %:: , o .49 ' Sgg. C N '' 1 11 ti n S87'42'15"W'cp / C 5 S O7 BLOCK D 33 s2 C 23 o r \$ C) N ' 6 - - 0 9 v i L5 / rij nh 22 � � 8 L", 9Ap^ ,„,„ � `S8- 05 N \ 21' S H cn 0, ..pR','INNTE �'cs �`� N ��OS '�`3 °+ \ 137.45' / 34 90 ,r' o 3 9 �, 20 O f� ^� 19 �� �S. 35 0 7 7g g, C3 8' u 0"� cO <� :,,, w ,..,.., ................... ...................._......,a...;, 87°42'15 W o �_, - N 29� 10' ^� yLID �, ° ,Q ,\ Pg�, a BLOCK C o 36 � 3 �\ � 1 cnlu� 7 1 .5 ' ri w � h p° �� 8R / O�w 1 7 �6? X05 L8g w � I �%\� . 1 Z h �Q ` 7g �c�"!�� 'IV �' 91 Lg I r i °' --- 9 �, 16 3 nN a / 58.25' _� ,� �, 9� �w 14 13 m EXISTING 100 YR. 20' WATER J cD 5 N ` S>3 f °� O 94 .\wry O co 15 p FLOOD 10 EASEMENT O C> ��^�h 1O. J C C 36. •N co u_. _._._..___ ' 37 I FLOODLINE ^D \8�1/� > M „6" Ui �? J FASTING 100 YR.> s8.31 �� 1® ���lE ` / l�^�11 J J -� h 720 C�' o . O LAKEWOOD $ESTATES1 f J \ �' 0 4 m O SS`.70'..L 7 8 ,. �h 12 Vol. 94057, P 60 cn �' \O 11 Ll�1 00 Pg. D.R.D.C.T. � 1X C 5 \. L32 - O 0 7 87.77, 0' BLOCK BE Na z 2 , 12 e Nc 39 I • y EXISTING ,100 C6 „ {� row �¢ _ �� � a I\ v '1 O 1 5 9 ° L , 40 4 O 0 o/O � FL�LI?NE eOt S9 C6513' 5»W J S8 SM7 Op CD 9 aD 2 N 0 �a¢ua"roroo aa°rrroo >, SSMH Ln y 3 0 125.00 z �� z �� ��, 10 11 04 6 �� �°� N , 0 o w°42'15"W w J N 15 0. �6 �� I 010 6 f 16��' _ _ O G� , '` > k p D O z,o� 1 L79 �� /ij+d 00 w 87'42'15" co cn L78, 1 \ G \ O ` � Q �� F) 1� moo. j. o \ 63.87' C71� (35.9 g 01 �9F�9 ° /$O 5 \ N. m 0 31 00 00 • KIMBLE COURT ADDITION a 7 °d: 09 _ " :` :~.. SQ W ° _. Vol. 77213 P 999 _ �S �1 o j 2 �� `l o '1 X61 ,• :. i%i 6'� �3 a „ F •� N D.R.D.C.T� g 1 7 0' � cs 10 G� ,PROP.EASEMENT 113 68 5 "PROP. 100 YYr. FL00 \ 5 6,h5° 2 �r'rn, 4 �g , PLAIN , p a, 6 MIN STONES 0 N 6, �, m„ SCREENING WALL 1-0 � � � � ��\� 'S C� � .P i W N �, o ,,3 ..^��� `' sr \ 2' o BLOCK rn cry v"" 01. 0 o" �ix W �fBLOCK /q,,,,,1 ;1'`„ \ \ 20' 6� 73.09' �� 61.14 fr 3 G _ 0 Cr �' \) MEN wawa, q4q, g4ggq \ v' /EMERGENCY°� 20, EASESs CITY OF COP ' "'` EASEMEN � ~• „ TP&L ,BASEMENT � / \ �' e •c3` � / 15' PAVEMENT SSMH J \ 1 X P EAP e NTALL +.6, $� V BLOCK C �/ FO EA MIN. STONE CREENING WAL •&.36w.M . �, A 20' DRAINAGE �� !� 1X \' EASEMENT s\ ti /ZONED: oD M ::o a:: sa�:�>EY As TRAc: N \ "a .,; • ._ ._ w S,� v ... v aMM....._ •�`��� "I BLOCK F % "I DETAIL LOT 3X NOT TO SCALE ��tnjq�� /Dheeraj & avitha AkuJa Inst. . 20070087752 �O 'Q0 "O 3"FIR \ ZONED: P 2235-0 �p I \ /,°QA' ZONE"F-12 �oo�. / \\`oma Gpt�o•\. o� OG. i OF STORAGE PON N 89'14'32"W CITY OF COPPELL CITY OF CARROLLTON 23.6 AC. CITY OF CARROLLTON Vol. 91226, Pg. 332 D. R. D. C. T. LU z _g 23.6 AC. -' CITY OF CARROLLTON >_ Vol. 91226, Pg. 332 v D.R.D.C.T. 125' TP&L EASEMENT I A1aarreaxu�yroewkSO a.S ewkueaVB D11P... ,:KSQ:�N SURVEY' M.i°4iV'RAQ::V' N1:). k'1" 763.58' W, PERRY ABSTRACT NO, 11152 POINT OF BEGINNING d.04 Vn M Z QR >.... ,5.0" LJ 6k tb K, of >... ....N / NUM BEARING DISTANCE L1 N25.37'12"W 202.03' L2 S13°08'25"E 76.45' L3 SO.38'25"E 91.00' L4 S19°21'15"W 136.06' L5 N89°46'35"E 240.15' L6 N1°03'42"E 1.35' L7 S52°55'36"E 116.06' L8 S52°41'50"E 27.59' L9 N89°21'23"W 23.24' L10 N32°36'10"E 16.52' L11 N32°36'10"E 15.14' L12 N32°36'10"E 18.07' L13 S30°57'11 "E 14.30' L14 N17°19'54"E 15.05' L15 N68°41'24"W 13.98' L16 N52°51'48"E 120.70' L17 N52°51'48"E 120.70' L18 N52°51'48"E 120.70' L19 S87°42'15"W 5.00' L20 S2°17'45"E 211.77' L21 S87°42'15"W 43.74' L22 S2°17'45"E 171.30' L23 S2°17'45"E 35.92' L24 S2'17'45"E 12.39' L25 N47'17'45"W 14.14' L26 S2°17'45"E 93.22' L27 S2°17'45"E , 118.55 L28 S5°33'08"E 15.65' L29 N76°18'47"E , 14.27 L30 S19°35'24"E 13.88' L31 N67°12'37"E 15.01' L32 N88°09'30"W 121.91' L33 S66°27'53"W 66.83' L34 N62°46'53"W 66.83' L35 N75°38'59"E 100.28' L36 S25°25'56"E 50.00' L37 S73°04'44"E 13.47' L38 „ 525°25 56 E , 14.04 L39 S25°25'56"E 14.04' L40 N22°12'52"E 13.47' L41 N89°36'19"E 43.94' L42 N89°36'19"E 28.75' L43 N89°36'19"E 72.59' L44 N27°48'18"W 241.79' L45 N27°48'18"W 227.14' L46 N27°48'18"W 183.29' L47 N44°51'20"W 9.78' L48 N7°40'39"W 9.37' L49 S2°17'45"E 16.66' L50 N75°38'59"E 34.65' L51 S25°04'49"E 9.73' L52 N75°38'59"E 65.63' L53 N75°38'59"E 44.13' L54 S25°04'49"E 77.44' L55 N75°38'59"E 56.16' L56 S79°38'31 "W 35.56' L57 N88°09'30"W 13.09' L58 N88°09'30"W 13.53' L59 N62°46'53"W 17.76' L60 N62°46'53"W 49.07' LINE AND CURVE TABLES NUM BEARING DISTANCE L61 N88°09'30"W 26.61' L62 N65°18'35"W 81.71' L63 N51 °33'11 "W 89.62' L64 N50°22'35"E 10.45' L65 N52°51'48"E 8.76' L66 N52°51'48"E 31.53' L67 S40°15'13"W 17.49' L68 N52°51'48"E 31.52' L69 N27°48'18"W 30.72' L70 N89°36'19"E 16.52' L71 N89°36'19"E 12.23' L72 N86°21'04"W 78.44' L73 S44°14'55"E 98.91' L74 N26°55'19"E 8.12' L75 N42°42'15"E 14.14' L76 S87°42'15"W 8.74' L77 N72°03'44"E 45.79' L78 N82°13'33"E 77.48' L79 S89°39'31 "E 37.50' L80 S43°37'1 YE 52.38' L81 S51 °16'02"E 47.91' L82 N57°03'09"E 41.84' L83 N9°54'33"E 49.36' L84 N80°23'01"E 80.82' L85 S77°16'58"W 124.53' L86 N65°18'35"W 100.68' L87 N72°22'17"E 45.60' L88 N72°22'17"E 40.89' L89 „ N77°16 58 E , 52.04 L90 S77°16'58"W 72.50' L91 N65°18'35"W 18.97' L92 N57°47'35"W 14.42' L93 N57°47'35"W 11.66' L94 S76°14'23"E 87.95' L95 S57°47'35"E 26.08' L96 N76°14'23"W 19.37' L97 N76°14'23"W 68.58' L98 N4535'20"W 53.11' L99 S42°04'49"E 66.91' L100 S45°55'46"E 47.28' L101 S42°04'49"E 50.18' L102 S42°04'49"E 16.72' L103 S54°19'42"E 61.51' L104 N54°19'42"W 31.21' L105 N54°19'42"W 30.29' L106 N7538'47"W 85.93' L107 N39°42'57"W 25.95' L108 N50°57'09"W 45.49' L109 N31 °05'01 "W 85.68' L110 N439'54"W 36.31' L111 N10°00'20"E 52.72' L113 S72°22'17"W 86.49' L114 N14°51'41 "W 95.86' L115 S41 °27'30"E 94.10' L116 N64°55'04"W 66.26' L117 N14°46'11"E 5.75' L118 N66°33'27"E 112.53' L119 N30°34'43"E 70.04' L120 S66°27'53"W 31.63' L121 N62°46'53"W 31.63' NUM DELTA ARC RADIUS BEARING DISTANCE Cl 6°00'12" 94.82' 905.00' N55°39'49"W 94.78' C2 12°53'46" 137.36' 610.29' N58°19'43"W 137.07' C3 14°51'47" 201.04' 775.00' N74°55'33"W 200.48' C4 22°09'29" 208.27' 538.55' S46°55'33"W 206.98' C5 46°11'53" 428.50' 531.43' S58°22'17"W 416.99' C6 28°20'50" 272.11' 550.00' S49°03'56"W 269.35' C7 20°19'43" 181.15' 510.56' S76°23'40"W 180.20' C8 77°01'48" 80.67' 60.00' N11 °51'41 "E 74.73' C9 31°16'34" 177.53' 325.23' N68°30'06"E 175.34' C10 32°32'39" 170.53' 300.23' N69°08'08"E 168.25' C11 26°05'00" 159.44' 350.23' N66°01'14"E 158.07' C12 31°28'34" 195.82' 356.44' N37°07'32"E 193.36' C13 25°31'07" 147.62' 331.44' N40°06'15"E 146.40' C14 26°17'23" 175.02' 381.44' N39°43'07"E 173.49' C15 28°39'26" 125.04' 250.00' S16°37'28"E 123.74' C16 19°28'48" 76.50' 225.00' S12°02'09"E 76.13' C17 20°32'09" 98.57' 275.00' S12°33'50"E 98.04' C18 23°42'08" 219.85' 531.43' S47°07'24"W 218.28' C19 22°29'45" 208.65' 531.43' S70°13'21 "W 207.32' C20 299°33'05" 261.41' 50.00' N85°38'43"W 50.34' NUM DELTA ARC RADIUS BEARING DISTANCE C21 6°27'56" 33.85' 300.00' N84°28'17"E 33.84' C22 12°03'16" 57.86' 275.00' N81°40'37"E 57.75' C23 12°03'16" 52.60' 250.00' N81°40'37"E 52.50' C24 86°18'54" 305.82' 203.00' S45°34'22"E 277.71' C25 86°16'51" 268.05' 178.00' S45°35'22"E 243.43' C26 40°30'59" 161.23' 228.00' S22°33'15"E 157.89' C27 28°15'20" 112.44' 228.00' S74°36'07"E 111.30' C28 48°57'39" 173.47' 203.00' S26°53'44"E 168.24' C29 37°21'15" 132.35' 203.00' S70°03'11"E 130.02' C30 40°55'12" 190.06' 266.12' S18°09'51 "W 186.05' C31 34°16'35" 174.16' 291.12' S14°50'32"W 171.57' C32 32°57'06" 138.67' 241.12' S14°10'48"W 136.77' C33 41 °44'32" 291.42' 400.00' N67°51'31 "W 285.01' C34 41 °44'32" 309.63' 425.00' N67°51'31 "W 302.83' C35 41 °44'32" 273.20' 375.00' N67°51'31 "W 267.20' C36 41 °10'14" 413.17' 575.00' S67°34'22"E 404.34' C37 41 °10'14" 395.21' 550.00' S67°34'22"E 386.76' C38 18°11'44" 190.54' 600.00' S56°05'07"E 189.74' C39 16°16'42" 170.46' 600.00' S80°01'09"E 169.89' C40 230°44'10" 247.67' 61.50' N1°50'30"E 111.14' C41 25°22'37" 8.86' 20.00' N79°09'12"E 8.79' C42 25°22'37" 8.86' 20.00' N75°28'11 "W 8.79' C43 12°03'16" 63.12' 300.00' N81°40'32"E 63.14' C44 35°38'14" 217.70' 350.00' N57°49'52"E 214.20' C45 49°35'34" 302.94' 350.00' S64°48'32"W 293.58' C46 18°22'50" 104.26' 325.00' S49°12'10"W 103.81' C47 18°51'45" 106.99' 325.00' S80°10'26"W 106.51' C48 49°35'34" 324.58' 375.00' S64°48'32"W 314.55' C49 62°35'23" 136.55' 125.00' N59°06'00"W 129.86' C50 62°35'23" 136.55' 125.00' N59°06'00"W 129.86' C51 15°36'21" 10.49' 38.50' N81°48'08"E 10.45' C52 93°48'06" 101.61' 62.07' N59°06'00"W 90.64' C53 15°36'21" 10.49' 38.50' S20°00'08"E 10.45' C54 300°00'00" 261.80' 50.00' N62°11'42"E 50.00' C55 21 °37'29" 217.02' 575.00' S57°48'00"E 215.73' C56 19°32'45" 196.15' 575.00' S78°23'07"E 195.21' C57 13°05'21" 125.65' 550.00' S72°30'13"W 125.37' C58 1°28'15" 5.85' 228.00' S42°04'37"E 5.85' C59 11 °02'53" 34.32' 178.00' S54°57'28"E 34.27' C60 1 °46'56" 17.11' 550.00' S47°52'43"E 17.11' C61 23°13'57" 24.94' 61.50' S78°05'24"W 24.77' C62 54°09'59" 58.14' 61.50' N63°12'38"W 56.00' C63 50°34'47" 54.29' 61.50' N10°50'14"W 52.55' C64 50°10'00" 53.85' 61.50' N39°32'09"E 52.14' C65 52°35'26" 56.45' 61.50' S89°05'08"E 54.49' C66 1°21'48" 9.08' 381.44' N52°10'55"E 9.08' C67 4°15'59" 26.08' 350.23' N55°06'43"E 26.07' C68 2°40'00" 25.60' 550.00' S77°42'54"W 25.60' C69 1'22'27" 21.71' 905.00' N53'20'56"W 21.71' C70 2°16'15" 20.24' 510.56' S78°57'38"W 20.24' C71 3°54'39" 20.49' 300.23' N83°27'08"E 20.49' C72 5°05'57" 20.29' 228.00' S82°41'32"E 20.28' C73 3°29'18" 13.88' 228.00' S86°59'09"E 13.88' C74 4°21'14" 28.50' 375.00' N49°09'52"W 28.49' C75 1 °54'45" 20.03' 600.00' S52°41'30"E 20.03' C76 3°15'58" 14.25' 250.00' N48°37'14"W 14.25' C77 43°07'46" 188.19' 250.00' N68°33'08"W 183.78' C78 4°24'17" 55.74' 725.00' S49°11'24"E 55.72' C79 18°15'30" 55.84' 175.23' N72°22'04"E 55.60' C80 11 °24'37" 34.90' 175.23' N58°34'07"E 34.84' C81 30°03'09" 91.91' 175.23' N67°53'23"E 90.86' C82 24°10'38" 232.08' 550.00' N13°20'37"W 230.37' C83 19'33'32" 179.22' 525.00' N15°39'10"W 178.35' C84 19'45'52" 198.35' 575.00' N15'33'00"W 197.37' C85 299°56'55" 261.75' 50.00' N86°29'18"E 50.04' C86 3°46'48" 24.74' 375.00' S87°42'55"W 24.74' C87 18°05'15" 19.59' 62.07' S83°02'35"W 19.51' C88 15°07'34" 16.39' 62.07' N19°45'44"W 16.34' C89 29°50'11" 26.04' 50.00' N72°53'13"W 25.74' C90 64°02'34" 55.89' 50.00' N25°56'50"W 53.02' C91 47°09'23" 41.15' 50.00' N29°39'08"E 40.00' C92 47°09'23" 41.15' 50.00' N76°48'31"E 40.00' C93 55°00'26" 48.00' 50.00' S52°06'35"E 46.18' C94 56°48'04" 49.57' 50.00' S3°47'40"W 47.56' C95 91°22'31" 79.74' 50.00' N17°47'54"W 71.55' C96 82°10'11" 71.71' 50.00' N63°41'06"E 65.72' C97 115°34'51" 100.86' 50.00' S1°19'39"E 84.61' C98 2°46'36" 25.44' 525.00' N7°15'42"W 25.44' C99 16°46'56" 153.78' 525.00' N17°02'28"W 153.23' C100 4°36'48" 43.36 538.55' S38°09'12"W 43.35' C101 13°56'03" 130.97' 538.55' S51°02'16"W 130.65' C102 8°13'26" 77.30' 538.55' S39°57'31 "W 77.23' C103 28°24'44" 185.96' 375.00' N54°13'07"E 184.06' C104 7°17'13" 31.79' 250.00' N84°03'38"E 31.77' C105 22°30'11" 127.64' 325.00' N51°15'50"E 126.82' C106 0°29'37" 7.80' 905.00' N57°10'27"W 7.80' C107 36°28'12" 11.84' 18.60' S8°53'40"W 11.64' C108 25°00'35" 191.42' 438.53' S45°42'10"W 189.90' C109 18°26'03" 185.51' 576.58' S42°59'57"W 184.71' C110 41 °37'24" 12.15' 16.73' N60°18'58"E 11.89' C111Ll 173°47'10" 13.65' 4.50' N34°47'13"W 8.99' C11229°14'46" 21.43' 9.50' S1 °50'30"W 17.17' C113 230°42'37" 98.65' 24.50' N1°50'30"E 44.28' SEE SHEET 2 FOR LEGAL DESCRIPTION & OWNER'S DEDICATION SHEET 1 OF 2 PRELIMINARY PLAT BLACKBERRY FARM ADDITION LOTS 1-15 & 1X, BLOCK A, LOTS 1-16 & 1X, BLOCK B & LOTS 1-24 & 1X, BLOCK C, LOTS 1-27, BLOCK D LOT 1 X, BLOCK E & LOT 1 X, BLOCK F AND COMMON LOTS 2X AND 3X BEING A 54.855 ACRE TRACT IN THE EDWARD A. CROW SURVEY ABSTRACT NO. 300 JOHN JACKSON SURVEY, ABSTRACT NO. 698 DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER BLACKBERRY FARM, LLC C/O THE HOLMES BUILDERS 225 E. SH 121 Cop ell, Texas 75019 214-488-5200 FAX 214-488-5255 PREPARED BY KADLECK & ASSOCIATES ENGINEERING PLANNING SURVEYING 2000 N. CENTRAL EXPY. SUITE 113 (972) 881-0771 PLANO, TX 75074 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 FILED INSTRUMENT N0. O.P.R.D.C.T. OCT. 15, 2012 JOB 10542 LOT AREA TABLE BLOCK LOT AREA SF A/1 12609 A/2 9774 A/3 9375 A/4 9375 A/5 9375 A/6 9931 A/7 9957 A/8 14653 A/9 13328 A/1 0 9223 A/1 1 9000 A/1 2 9000 A/1 3 11684 A/1 4 15434 A/1 5 17539 A/1 X 15564 B/1 12644 B/2 9375 B/3 9375 B/4 9375 B/5 9372 B/6 11805 B/7 9035 B/8 9015 B/9 9015 B/10 9231 B/1 1 10426 B/12 9333 B/13 9020 B/1 4 9302 B/15 9489 B/16 9033 B 1X 45305 CA 14737 C/2 11143 C/3 14614 C/4 14112 C/5 11394 C/6 12058 C/7 19970 C/8 12838 C/9 12152 CA 0 32449 C/1 1 52178 C/1 2 40840 C/1 3 31835 C/1 4 12752 C/1 5 11744 C/1 6 11482 C/1 7 11258 C/1 8 10812 C/1 9 11242 C/20 12114 C/21 11137 C/22 11345 C/23 11845 C/24 21484 CA X 40720 D/1 14919 D/2 20136 D/3 14315 D/4 11048 D/5 9393 D/6 9125 D/7 10256 D/8 12267 D/9 10402 Q/10 9285 D/1 1 8890 Q/12 9238 D/13 9062 D/1 4 10689 D/15 17585 D/16 28774 Q/17 10486 D 18 8951 D/19 9260 D/20 11235 D/21 13710 D/22 11402 D/23 13495 D/24 16467 D/25 12844 D/26 10686 D/27 12134 E/1 X 45245 F/1 X 903282 2X 2386 3X 3065 GROSS DENSITY/ LOTS PER ACRE SF -9 1.52 LOTS/AC SF -7 1.45 LOTS/AC SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT, I, L. LYNN KADLECK, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that I have prepared this plat from an actual on the ground survey of the land; and the monuments shown hereon were found and/or placed under my personal supervision in accordance with the platting rules and regulation of the City of Coppell, Texas. DATED this the day of STATE OF TEXAS } COUNTY OF COLLIN } 20_ FOR REVIEW ONLY NOT FOR RECORDING L. LYNN KADLECK Registered Professional Land Surveyor No. 3952 BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared L. Lynn Kadleck, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed. OWNER'S CERTIFICATION WHEREAS, BLACKBERRY FARM, LLC and ALFRED B. PITTMAN, JR., are the Owners of a tract of land situated in the Edward Cook Survey, Abstract No. 300, the John Jackson Survey, Abstract No. 698 and the David Myers Survey, Abstract No. 886, City of Coppell, Dallas County, Texas and part of a called 46.071 acre tract and a called 0.508 acre tract conveyed to Denton Creek Land Company, Ltd. by Special Warranty Deed recorded in Volume 2003133, Page 1569, Deed Records of Dallas County, Texas and a called 0.2554 acre tract of land conveyed to The Holmes Builders, Inc. by Warranty Deed recorded in Volume 2000158, Page 6828, Deed Records of Dallas County, Texas, and all of a 8.05 acre tract of land conveyed to Alfred B. Pittman, Jr. by deed recorded in Volume 95161, Page 3865, Deed Records of Dallas County, Texas, and being more particularly described by metes and bounds as follows (The bearing basis for this description is a bearing of N 02°17'45" W for the east line of Lakewood Estates Addition as recorded in Volume 95057, Page 605, Deed Records of Dallas County, Texas): BEGINNING at a point for a corner at the southeast corner of the said Cook Survey, also being the southwest corner of the said Jackson Survey, the common north corner of the W. Perry Survey, Abstract No. 1152 and the David Myers Survey, Abstract No. 886 and said point being a corner in the west line of a called 23.6163 acre tract of land conveyed to the City of Carrollton, Texas by deed recorded in Volume 91226, Page 332, Deed Records of Dallas County, Texas; THENCE, N 89014'32" W, with the common line of the said Cook and Myers Survey and the north line of the said 23.6163 acre tract, a distance of 763.58 feet to a point for a corner in Denton Creek, said point being in the northeast line of a called 0.5979 acre tract of land conveyed to Henry Tate by deed recorded in County Clerk Instrument No. 20070387504, Official Public Records of Dallas County, Texas, THENCE, the following courses and distances with the meanders of Denton Creek: N 13008'25" W, with the northeast line of the said 0.5979 acre tract, passing the common east GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of 20_ corner of the said 0.5979 acre tract and a called 1.7760 acre tract of land conveyed to Dheeraj and Kavita Akula by deed recorded in County Clerk Instrument No. 20070087752, Official Public Records of Dallas County, Texas, continuing in all a distance of 76.45 feet to a point for a corner; Notary Public, State of Texas - N 00°38'25" W, continuing with the east line of the said 1.7760 acre tract, a distance of 91.00 feet to a point for a corner; RECOMMENDED FOR APPROVAL Chairman, Planning & Zoning Commission Date of Approval City of Coppell, Texas Approved and Accepted: Mayor Date of Approval City of Coppell, Texas The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing final plat of Blackberry Farm, an addition to the City of Coppell was submitted to the City Council on the _ day of , 20_, and the Council, by formal action, then and there accepted the dedication of the streets, alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat, and said Council further authorized the Mayor to note the acceptance thereof by signing his name as hereinabove subscribed. WITNESS MY HAND, this the day of 20_ City Secretary FLOOD PLAIN NOTE The subject property lies within Zone AE – Special Flood Hazard Areas inundated by the 100 year flood, Zone X – Shaded areas lying between the 100 year and 500 year flood plain and Zone X - Other areas determined to be outside 500 -year floodplain as shown on the National Flood Insurance Program, Flood Insurance Rate Map (FIRM) for Dallas County, Texas and Incorporated Areas, Panel 155 of 725, Map Number 48113CO155 J, map revised August 23, 2001 as published by the Federal Emergency Management Agency (FEMA). FLOODPLAIN ORDINANCE NOTE Floodplain Development Permit Application No. has been filed with the City of Coppell Floodplain Administrator on 20_ Ken Griffin, P. E. Date Floodplain Administrator The developer, builder, seller, or agent shall inform in writing, each prospective buyer of subdivision lots or property located within special flood hazards areas of this site that such property s in an identified flood hazard area and that all development must conform to the provisions of the City of Coppell Floodplain Management Ordinance. The written notice shall be filed for record in the county Deed Records and a copy of the notice must accompany the application for development permit. NOTE: The City of Coppell will not have responsibility for maintenance of the floodway/flood plain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the individual lot owner adjacent to said areas and/or the Homeowner's Association. These areas are to remain free of improvements that may obstruct the flow of storm water and protected from potential erosion by the owners. No fences will be allowed in the floodplain or any other structures (pools, decks, gazebos, etc.) per the City's Floodplain Ordinance. - N 19°21115" E, continuing with the east line of the said 1.7760 acre tract, a distance of 136.06 feet to a point for a corner, said point being the most westerly southeast corner of the said Denton Creek Land Company, Ltd. tract; THENCE, the following courses and distances with the common line of the said Akula tract and the said Denton Creek Land Company tract: - S89°46'35" W, departing Denton Creek, a distance of 240.15 feet to a found 5/8 inch iron rod for a comer- - S 01°03'42" W, a distance of 1.35 feet to a point for a corner to a found 5/8 inch iron rod for a corner; - S 50°22'36" w, a distance of 332.21 feet to a set 5/8 inch iron rod for a corner in the northeast line of Sandy Lake Road (a variable width right of way), said point being the common south corner of the said Akula tract and the said Denton Creek Land Company tract: THENCE, the following courses and distances with the northeast line of Sandy Lake Road: - N 52°55'36" W, a distance of 116.04 feet to a set 5/8 inch iron rod for a corner, - N 52°41'54" W, a distance of 27.59 feet to a set 5/8 inch iron rod at the beginning of a non - tangent curve to the left with a central angle of 06°00'12", a radius of 905.00 feet, a chord bearing of N 55139'49" W and a chord distance of 94.78 feet; Northwesterly, along said curve, an arc distance of 94.82 feet to a set "x" cut on concrete pavement at the beginning of a non -tangent compound curve to the left with a central angle of 12°53'55", a radius of 610.29 feet, a chord bearing of N 58°19'39" W and a chord distance of 137.10 feet; - Northwesterly, along said curve, an arc distance of 137.39 feet to a set 5/8 inch iron rod for a corner; - N 89°21'23" W, a distance of 23.24 feet to a set 5/8 inch iron rod at the beginning of a non - tangent curve to the left with a central angle of 14°51'47", a radius of 775.00 feet, a chord bearing of N 74°55'33" W and a chord distance of 200.48 feet; for a corner; - Northwesterly along said curve, an arc distance of 201.04 feet to a set 5/8 inch iron rod for a corner in the south line of Lot 31 of Kimbel Court Addition as recorded in Volume 77213, Page 999, Deed Records of Dallas County, Texas; THENCE, S 89021'23" E, departing the northeast line of Sandy Lake Road and with the south line of said Lot 31, a distance of 335.51 feet to a set 5/8 inch iron rod for a corner, said point being the southeast corner of said Lot 31 and the west lien of the said Denton Creek Land Company tract; THENCE, N 02017'45" E, with the east line of said Lot 31 and the west line of the said Denton Creek Land Company tract, passing at a distance of 239.72 feet the southeast corner of Lakewood Estates Addition as recorded in Volume 94057, Page 602, Deed Records of Dallas County, Texas, continuing with the east line of said Lakewood Estates, in all a distance of 1,173.88 feet to a set 5/8 inch iron rod for a corner; THENCE, S 88°46'02" E, continuing with the common line of the said Denton Creek Land Company tract and the said Lakewood Estates, a distance of 389.30 feet to a point for a corner in Denton Creek; THENCE, N 25037'12" W, with Denton Creek, a distance of 202.03 feet to a point for a corner, said point being the northwest corner of the said Denton Creek Land Company tract and a called 328.7 acre tract of land conveyed to Dallas Gun Club by deed recorded in Volume 79215, Page 1409, Deed Records of Dallas County, Texas; THENCE, N 89036'19" E, with the common line of the said Denton Creek Land Company tract and the said Dallas Gun Club tract, a distance of 1,317.53 feet to a point for a corner, said point being the northeast corner of the said Denton Creek Land Company tract and the northwest corner of the said City of Carrollton 23.6 acre tract; THENCE, S 04058'43" W, with the common line of the said Denton Creek Land Company tract and the said City of Carrollton 23.6 acre tract, a distance of 1,712.77 feet to the Point of Beginning and Containing 2,389,463 square feet or 54.855 acres of land. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS That, BLACKBERRY FARM, LLC and ALFRED B. PITTMAN, Jr., are the owners of the herein described property, does hereby adopt this plat designating the herein described property as BLACKBERRY FARM ADDITION, an addition to the City of Coppell, Dallas County, Texas and does hereby dedicate, in fee simple, to the public use forever the streets and alleys shown hereon. The easements shown hereon are hereby reserved for purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for public utilities, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs or other Improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use the same. All and any public utility shall have the night to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other Improvements or growths which In any way endanger or interfere with the construction, maintenance or efficiency of Its respective right or ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of Its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right of ingress and egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). Water main and wastewater easements shall also include additional areas of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all plating ordinances, rules, regulations and resolutions of the City of Coppell, Texas. Executed this the day of BY: BLACKBERRY FARM, LLC Terry Holmes STATE OF TEXAS } COUNTY OF DALLAS } 20_ BY: ALFRED B. PITTMAN, JR. BEFORE ME, the undersigned authority in and for the State of Texas, on this day personally appeared Terry Holmes, of Blackberry Farm, LLC, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of '20— Notary 20_ Notary Public, State of Texas STATE OF TEXAS } COUNTY OF DALLAS } BEFORE ME, the undersigned authority in and for the State of Texas, on this day personally appeared Alfred B. Pittman, Jr., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20_ Notary Public, State of Texas SHEET 2 OF 2 ;i ,V, lei BLACKBERRY FARM ADDITION LOTS 1-15 & 1X, BLOCK A, LOTS 1-16 & 1X, BLOCK B & LOTS 1-24 & 1X, BLOCK C, LOTS 1-27, BLOCK D LOT 1 X, BLOCK E & LOT 1 X, BLOCK F AND COMMON LOTS 2X AND 3X BEING A 54.855 ACRE TRACT IN THE EDWARD A. CROW SURVEY, ABSTRACT NO. 300 JOHN JACKSON SURVEY, ABSTRACT NO. 698 DAVID MYERS SURVEY, ABSTRACT NO. 886 COPPELL, DALLAS COUNTY, TEXAS OWNER/DEVELOPER BLACKBERRY FARM, LLC C/O THE HOLMES BUILDERS 225 E. SH 121 Coppell, Texas 75019 214-488-5200 FAX 214-488-5255 PREPARED BY KADLECK &ASSOCIATES ENGINEERING PLANNING SURVEYING 2000 N. CENTRAL EXPY. SUITE 113 (972) 881-0771 PLANO, TX 75074 TBPE Reg. No. F-6460/TBPLS Reg. No. 100555-00 FILED ____________, INSTRUMENT N0. OCT. 15, 2012