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BP 2012-10-18 PZNOTICE OF PUBLIC HEARING & AGENDA PLANNING & ZONING COMMISSION October 18, 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. Ist Floor Conference Room Regular Session 6:30 p.m. Council Chambers (Open to the Public) (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, October 18, 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: 2. Call to Order. (Open to the Public) 3. Consider approval of the minutes for September 20, 2012. 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 ag101812 Page 1 of 4 ITEM # ITEM DESCRIPTION 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 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 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 of the Coppell 2030 Comprehensive Master Plan from "Industrial Special District' to "Residential Neighborhood", at the request of Srilakshmi Paladugu. STAFF REP.: Gary Sieb 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 9. Consider approval of 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 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 11. PUBLIC HEARING: Consider approval of the Petterson Addition, Lots IR -7R & IXR-2XR, Block A, 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 ag101812 Page 2 of 4 ITEM # ITEM DESCRIPTION Summer Place Drive, at the request of Nancy J. Petterson, represented by Tommy Cansler, Timberland Creels Companies, Inc. STAFF REP.: Matt Steer 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 13. PUBLIC HEARING: Consider approval of the Duke Lesley Addition, Lots IRI & IR2, Block C, Replat, being a replat of Lot 1, Block C, of the Duke Lesley Addition to establish fire lane, mutual access 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 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 constricted 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 SO 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 Creels 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 drive-thri lanes ag101812 Page 3 of 4 ITEM # ITEM DESCRIPTION on approximately 1.25 acres of property located at the northeast corner of Denton Tap Road and Vanbebber Drive. G. Texas Bank Addition, Lots 1R1 & 1R2 , 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 1R, 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 1R, 2R & C -1R, 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). J. Old Coppell Estates, Lots 1R, 2R & C -1R, 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. 15. 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 12th day of October, 2012 at 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). ag101812 Page 4 of 4 MINUTES OF SEPTEMBER 20, 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 September 20, 2012, in the Council Chambers of Coppell Town Center, 255 Parkway Boulevard, Coppell, Texas. The following Commissioners were present: COMMISSIONERS: Edmund Haas — Chairman Anna Kittrell Craig Pritzlaff 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; Economic Development Coordinator, Mindi Hurley and Secretary, Juanita Miles. Absent: Commissioner Frnka, Vice Chair. 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 August 16, 2012. Commissioner Sangerhausen made a motion to approve the minutes for August 16, 2012, as written. Commissioner Portman seconded; motion carried (6-0), with Commissioners Goodale, Pritzlaff, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 4. PUBLIC HEARING: Consider approval of Case No. PD -257-C, Neighborhood Credit Union, a zoning change request from C (Commercial) to PD -257-C (Planned Development -257 -Commercial), 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, at the request of Don Rankin, DR Rankin PLLC. STAFF REP.: Marcie Diamond NIIN092012 Page 1 of 7 ITEM # ITEM DESCRIPTION Presentation: Assistant Director of Planning, Marcie Diamond introduced this case to the Commission with exhibits, elevations and a color board. She mentioned 16 notices were mailed to property owners within 200 feet of this request; one returned in favor subject to extending a screening wall from this property to the Creme de la Creme property to the north of this development; zero in opposition. She stated that staff is recommending approval with conditions which she read into the record. Jim Gahl, Gahl Architecture, Inc., 3875 Regent Drive, Dallas, Texas, and Don Rankin, DR Rankin PLLC, 2321 Daybreak Trail, Plano, Texas, were present to represent this case, to address questions and was not in agreement with staff's recommendations for the awning material to be fabric instead of metal and extension of the screening wall on northern lot. 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 -257-C, Neighborhood Credit Union, a zoning change request from C (Commercial) to PD -257-C (Planned Development - 257 -Commercial), to allow a 2,800 -square -foot bank facility with drive-thri lanes, subject to the following conditions: 1. The entire fire lane which straddles the common property line shall be constricted with this development. 2. Consideration be given to extending the screening wall from this property to the Creme de la Creme property to the north with this development. 3. Revise the awning material to comply with Sec. 12-23-5.5, which states that "Awnings are limited to canvas, or lusterless non-metal material that closely resembles canvas..." Commissioner Goodale seconded; motion carried (6-0), with Commissioners Goodale, Pritzlaff, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 5. PUBLIC HEARING: Consider approval of the 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, at the request of Don Rankin, DR Rankin PLLC. STAFF REP.: Marcie Diamond 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. MIN092012 Page 2 of 7 ITEM # ITEM DESCRIPTION Jim Gahl, Gahl Architecture, Inc., 3875 Regent Drive, 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 the Texas Bank Addition, Lots 1R1 & 1R2, Block A (Neighborhood Credit Union), Replat, subject to the following conditions: 1. The entire fire lane which straddles the common property line shall be constricted with this development. 2. Additional comments may be generated upon review of final engineering. Commissioner Kittrell seconded; motion carried (6-0), with Commissioners Goodale, Pritzlaff, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 6. PUBLIC HEARING: Consider approval of Case No. PD -250R7 -H, Old Town Addition (Main Street) Restaurant, Lot 1R, Block B, a zoning change request from PD -250-H (Planned Development -250 -Historic) to PD -250R7 -H (Planned Development -250 Revision 7 - Historic), 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 at the request of Greg Yancey, Main Street Coppell, LTD. STAFF REP.: Matt Steer Presentation: City Planner, Matt Steer introduced this case to the Commission with exhibits and elevations. He mentioned 11 notices were mailed to property owners within 200 feet of this request; one returned in favor; zero in opposition. He stated that staff is recommending approval with one condition which he read into the record. Bill Peck, William Peck & Associates, Inc., present to represent this case, to address recommendation. 105 W. Main Street, Lewisville, Texas, was questions and stated agreement with staff s 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 -250R7 -H, Old Town Addition (Main Street) Restaurant, Lot 1R, Block B, a zoning change request from PD -250-H MIN092012 Page 3 of 7 ITEM # ITEM DESCRIPTION (Planned Development -250 -Historic) to PD -250R7 -H (Planned Development -250 Revision 7 - Historic), to allow a 3,574 -square -foot restaurant building, subject to the following condition: The Director of Planning shall have the authority to administratively approve the proposed signage for the Local Diner. Commissioner Portman seconded; motion carried (6-0), with Commissioners Goodale, Pritzlaff, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 7. PUBLIC HEARING: Consider approval of Case No. PD -256 -SF -9, Old Coppell Estates, Lots 1R, 2R & C -1R, Block 1, a zoning change request from H (Historic) & SF -9 (Single Family -9) to PD -256 - SF -9 (Planned Development -256 -Single Family -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 (373 & 369 Hearthstone Lane & 408 Bethel Road), at the request of Edward R. Crater, C -Native Exchange HI, LP, Scott D. Park, and the Homeowners' Association of Old Coppell Estates, being represented by Edward R. Crater. STAFF REP.: Gary Sieb Presentation: Director of Planning, Gary Sieb introduced this case to the Commission with exhibits and elevations. He mentioned 19 notices were mailed to property owners within 200 feet of this request; three returned in favor; zero in opposition. He stated that staff is recommending approval with no conditions. Edward R. Crater, Homeowner, 373 Hearthstone Lane, Coppell, 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 Portman made a motion to approve Case No. PD -256 -SF -9, Old Coppell Estates, Lots 1R, 2R & C -1R, Block 1, a zoning change request from H (Historic) & SF -9 (Single Family -9) to PD -256 -SF -9 (Planned Development -256 -Single Family -9), to allow the expansion of single family and common area uses with no conditions. Commissioner Sangerhausen seconded; motion carried (6-0), with Commissioners Goodale, Pritzlaff, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 8. PUBLIC HEARING: Consider approval of the Old Coppell Estates, Lots 1R, 2R & C -1R, 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 1R (373 Hearthstone Lane), will contain 0.349 acres; Lot 2R (369 MIN092012 Page 4 of 7 ITEM # ITEM DESCRIPTION Hearthstone Lane), will contain 0.373 acres and Lot C -IR (a common area lot), will contain 0.035 acres, at the request of Edward R. Crater, C -Native Exchange HI, LP, Scott D. Park, and the Homeowners' Association of Old Coppell Estates, being represented by Edward R. Crater. STAFF REP.: Gary Sieb Presentation: Director of Planning, Gary Sieb introduced this companion case to the Commission with exhibits. He stated that staff is recommending approval with no conditions. Scott Park, Homeowner, 369 Hearthstone Lane, Coppell, 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: Chairman Haas made a motion to approve the Old Coppell Estates, Lots IR, 2R & C -IR, Block 1, Replat, with no conditions. Commissioner Portman seconded; motion carried (6-0), with Commissioners Goodale, Pritzlaff, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 9. CONTINUED PUBLIC HEARING: Consider approval of a text amendment to amend the Code of Ordinances, by amending Chapter 12, "Zoning", Article 12-29, "Sign Regulations", Section 12-29-1, "Definitions", by amending the definition of "Zoning District, Business", to include "HC", and by amending Article 12-29-3, "Provision for All Zoning Districts", by amending Subsection 2(A) iv. and amending Section 12-29-4, "Provisions" for Business Zoning Districts", by adding Subsection (B) iii. and amending Subsection 3(A) and 3(B) and adding Subsection 5; providing a Savings Clause; providing a Severability Clause; providing an Effective Date. STAFF REP.: Gary Sieb Presentation: Director of Planning, Gary Sieb presented this case to the Commission with revisions and concerns discussed at the August 16th Commission meeting with exhibits and a slide presentation. He continued the discussion with the Commission about the revisions to the draft text of the "Sign Regulations" of the Code of Ordinances. Tony Moline, Coppell Chamber of Commerce, 509 W. Bethel Road, Coppell, Texas, presented a slide presentation, addressed Commission's questions and mentioned issues with some of staff's recommendations. MIN092012 Page 5 of 7 ITEM # ITEM DESCRIPTION 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: Cliff Long, 776 Crestview Court, Coppell, Texas, spoke in favor. Chairman Haas closed the public hearing. Action: After much discussion, Chairman Haas made a motion to approve a text amendment to amend the Code of Ordinances, by amending Chapter 12, "Zoning", Article 12-29, "Sign Regulations", Section 12-29-1, "Definitions, with the following revisions: 3. Attached signs:.... . (A) Mounting: All signs and their words shall be mounted parallel to the building surface to which then are attached, and shall project no more than 18 inches from that surface. Signs shall not be mounted on or to the roof surface and support members shall not project above the roof. i. Attached signs shall comply with the following rides: a. If the sign consists of a logo only, the logo may cover 100% of the sign; b. If the sign only contains words and no logo, the lettering may occupy 100% of the sign and mist be white, ivory, black or neutral colors; c. If the sign has lettering and a logo, the logo nray only cover 20% of the sign and the letters m mist be white, ivory, black or neutral colors. Add Logo Definition: "A graphic emblem or name which has been registered as a trademark or is protected as a common law trademark, and used by a business or organization to promote its business or purpose. " Commissioner Sangerhausen seconded; motion carried (6-0), with Commissioners Goodale, Pritzlaff, Haas, Sangerhausen, Portman and Kittrell voting in favor. None opposed. 10. Update on Council action for planning agenda items on September 11, 2012: A. An Ordinance for Case No. PD-202R-TH-1, Villas of Lake Vista, PH 2, a zoning change from PD-202-TH-1 to PD-202R-TH-1, to allow 39 single-family lots and (5) five common area lots to replace 62 townhome lots and (8) eight common area lots on 9.3 acres of property located on the south side of Lake Vista Drive, east of North MacArthur Boulevard. B. An Ordinance for Case No. PD -229R2 -LI, Minyard Addition, a zoning change from PD -229 -LI to PD -229R2 -LI, to allow the retention of the existing 12,500 - square -foot building and to construct 252 car parking spaces and 60 trailer storage spaces with a masonry screening wall on 6.9 acres of property located at 849 Freeport Parkway. C. An Ordinance for Case No. PD -250R5 -H, Old Town Addition (Main SO Retail/Office Cottages, Lots 2R -4R, Block A, a zoning change from PD -250-H to PD -250R5 -H, for three (3) retail/office cottage buildings on three (3) separate lots on 0.35 acres of property located on the northwest corner of Main Street and Houston Street. D. An Ordinance for Case No. PD -250R6 -H, Old Town Addition (Main SO Retail/Restaurant, Lot 1R, Block D. a zoning change from PD -250-H to PD-250R6- MIN092012 Page 6 of 7 ITEM # ITEM DESCRIPTION H, for a 5,034 -square -foot retail/restaurant building on 0.19 acres of property located on the southwest corner of West Main Street and Houston Street. E. Approval of Professional Services Agreements with David Lunsford, Cibola Venture Services to provide application review and inspections for oil and gas drilling and with Kenneth Tramm, Modern Geosciences to provide testing, monitoring activities. F. Approval of the Minyard Addition, Lot 4RI, Block 1, Replat, to relocate and abandon various fire lane easements to permit the retention of the existing 12,500 - square -foot building and to construct 252 car parking spaces and 60 trailer storage spaces with a masonry screening wall on 6.9 acres of property located at 849 Freeport Parkway. G. Case No. PD -214R6 -C, Arbor Manor Retail (Jersey Mikes), a zoning change request from PD -214R5 -C to PD -214R6 -C, to allow an additional 1,500 -square - foot restaurant within the retail building proposed to be constructed on 1.5 acres of property located at 143 S. Denton Tap Road. H. Case No. PD -228R4 -HC, Vista Ridge Retail Amended, Lot 3R, Block A, (Elite Care), a zoning change request 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. L Approval of the Vista Ridge Retail Amended, Lot 3R, Block A, Replat, being a replat of Lots 3 and 4, Block A into Lot 3R, of the Vista Ridge Retail Addition to establish necessary easements and fire lanes to allow a 14,000 -square -foot medical facility on approximately 1.8 acres of property located on S.H. 121 approximately 400 feet east of Denton Tap Road. J. APPEAL — Case No. PD -238R2 -HC, Coppell Office Village, a zoning change request from PD -238R -HC (Planned Development -238 Revised -Highway Commercial) to PD -238R2 -HC (Planned Development -238 Revision 2 -Highway Commercial), 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 2.02 acres of property located at 225 East S.H. 121. During the Pre -Session, Director of Planning, Gary Sieb advised the Commission of Council's actions on September 11, 2012 and stated that Council approved all of the above -stated items except Item J, the public hearing was continued to the October 9, 2012, City Council meeting. 11. Director's Comments. Mr. Sieb reminded the Commissioners that the last day for submitting applications for the Planning Commission is September 21, 2012. ADJOURNMENT With nothing further to discuss, the meeting adjourned at approximately 9:31 p.m. Edmund Haas, Chairman Juanita A. Miles, Secretary MIN092012 Page 7 of 7 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD -185R3 -LI, Coppell Industrial Addition (Tradepoint), Lot 2, Block A P&Z HEARING DATE: October 18, 2012 C.C. HEARING DATE: November 13, 2012 STAFF REP.: Marcie Diamond, Assistant Director of Planning LOCATION: North side of West Bethel Road, between Royal Lane and Freeport Parkway SIZE OF AREA: 53.4 acres of property CURRENT ZONING: PD -185R -LI (Planned Development -185 Revised -Light Industrial) REQUEST: A zoning change 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. APPLICANT: Owner: Kerry Roetzel HLIT II Tradepoint, L.P. 3090 Olive Street, Suite 300 Dallas, Texas 75219 972-201-2800 Kerry. oetzel &hillwood.com Architect: Lee Rader Macgregor Associates Architects 2839 Paces Ferry Road Atlanta, GA 30339 770-432-9400 lraderL&maamail.com HISTORY: In May 2000, Council approved PD -185 -LI to allow for the development of two office/warehouse buildings on approximately 100 acres of property. Phase One of this development contained a 600,000 square -foot building. A 350,000 square -foot future expansion area was also planned at that time. Phase Two anticipated a 900,000 square -foot building. This PD included various conditions including: a reduction in the required parking for warehouse uses from one space per 1,000 square feet to one space per 5,000 square feet, and allowed for a single 120 square - foot monument sign, in lieu of two 60 square -foot signs. Council also approved a Preliminary Plat for the entire acreage and a Final Plat to allow for Phase One constriction. In August of 2002, staff administratively approved a revision to the Site Plan to allow 50 additional parking spaces along Bethel Road, east of Royal Lane to serve the 150 Mohawk employees. Mohawk subsequently moved to another site. In November 2003, Council approved a revised Detail Plan and Plat for a 300,000 square foot expansion of the existing building and to permit the development of the second equally -sized (1,000,000 square foot) building. That PD amendment ITEM = 4 Page 1 of 4 also allowed the constriction of a guardhouse for Phase One development. The Replat-Final Plat was also approved at that time. However, it was never filed for record, and therefore has expired. The PD zoning, however is still applicable. In May 2011, Council approved an amended Detail Site Plan to allow revised parking, landscaping, elevations and signage (including a monument sign) for the existing (Phase One) 600,000 -square -foot building for U -line on the abutting current request area to the west. TRANSPORTATION: Bethel Road is a four lane divided thoroughfare (C413), which is built to standard within a 90 foot right-of-way. SURROUNDING LAND USE & ZONING: North - Wagon Wheel Park; LI (Light Industrial) South - Postal Distribution Center; LI (Light Industrial) East — Office/warehouse; LI (Light Industrial) West- U -Line; PD -185R2 -LI (Planned Development -185 Revision 2 Light Industrial) COMPREHENSIVE PLAN: The Coppell 2030 Comprehensive Master Plan shows this property as suitable for Industrial Special District. DISCUSSION: As discussed in the history section, this is the third Detail Plan for the development of this tract of land. The current request is for an approximate 1.1 million square foot office/warehouse building with 1,167 parking spaces and space available for an additional 192 spaces if needed in the future. This is proposed to be occupied by a user which has a 24/7 operation and a large employee base. The building will be well-designed and addresses the articulation and setback standards of the Zoning Ordinance. This will be a welcomed addition to the City of Coppell. However, to support this intensity of development, there are several variances that are requested to be incorporated into this Planned Development District relating to landscaping and signage. Landscaping Along the east property line there is currently a 150 -foot wide surface drainage and landscape area. This drainage will now be accommodated in an underground detention system to allow for additional surface parking. Given the depth of this detention facility, overstory trees as normally required in all landscape islands are not practical. Therefore, the Landscape Plan indicates ornamental trees in the landscape islands planted at a 3-1 ratio. The Landscape Plan meets all other aspects of the Landscape Ordinance. Along Creekview Drive (the north property line) adjacent to Wagon Wheel Park, 42 overstory trees are proposed which will visually obscure this use from the city park. There will be 30 to 80 feet of landscaping abutting Bethel Road with Red Oaks and Live Oaks planted in an undulating pattern, generally 25 -feet on center. ITEM = 4 Page 2 of 4 Signage Two attached building signs are proposed, one along Bethel Road and one facing the east property line. Each sign is under the 200 square foot maximum permitted by Sign Ordinance. There is a drafting error on Sheet A-1.5 which indicated a -1 attached sign on the north facade. The applicant has indicated that no attached signage is proposed along Creekview Drive. The original 100 acre PD allowed a 120 square foot TRADEPOINT monument sign to straddle the mutual property line in lieu of monument signs on the individual lots. This applicant is requesting two -60 square foot monument signs, one on Bethel Road and one on Creekview Drive. While compliant in terms of setbacks and size, the applicant is also requesting internal illumination, in the form of halo -lit letters. This type of sign is currently being considered as part of the revisions to the Sign Ordinance. Staff supports incorporating these signs in the PD. The final variance relates to the movement control or directional signage. The current Ordinance permits an unlimited number of three (3) square -foot signs which; convey a message directing vehicular or pedestrian movement within or onto the premises; if an attached sign, the words must not exceed six inches in height; and shall contain no advertising identification message. The applicant is requesting a number of these signs which comply with the Ordinance. The only exceptions are the S-1 thrl S-4 signs which also provide facility safety information to visiting, associates and delivery tricks. These 4 signs will be mounted on poles, and the top of the sign face is 8 feet above the ground. Given the amount of traffic that will be generated by this use and the safety considerations, staff can support these signs. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of PD -185R3, 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 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: • 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. • Include the mezzanine area in the parking calculations on Sheet A-1.1. • Correct the dimension of the northern property line (Creekview Drive) on Sheet L-0.0 to be 1,105.41' instead of 2047.09' • Delete "BS -2" from the north northern facade on Sheet A-1.5 ITEM = 4 Page 3 of 4 ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Plan 2. Landscape Plan 3. Elevations 4. Sign Package 5. Color Renderings ITEM = 4 Page 4 of 4 v y- ,j C�II?FXVI'E I�)RIV'Rm q .... CITE" OF OPPELL qp 5YlITHEL ROAD SIT B RNS 8 11"A bas e ........ .... ITIT IR COTTON M.ZRLITdE ••• WONYa•••••• LOCATION MAP SITE PLAN itt =sot-ott SITE DATA TABLE: 112 3 J Go 1890' W M 100' EXISTING ZONING LIGHT INDUSTRIAL: PD -185R3 -LI to BUILDING \ z 40' COMMON ACCESS & 12" HIGH CONCRETE CURB (1 SPACE PER 5,000 SF OF WAREHOUSE) 1,075,826 SF 216 SPACES MW W I 30' (1 SPACE PER 300 SF OF OFFICE) 29,500 SF 20 X 20 PUBLIC TRAILER PARKING / WATER PRIVATE UTILITY EASEMENT TOTAL SITE PARKING REQUIRED EASEMENT CONCRETE APRON I BUILDING INFORMATION: I I I � LANDSCAPE & COMPACTOR \ DETENTION NON SEPARATED MIXED USE S-1 (FUTURE SPACES NOT INCLUDED TOTAL PARKING COUNT) EASEMENT 11 I TYPE IIB HANDICAP PARKING REQUIRED 22 SPACES SETBACK40 M v bo BUILDING AREA 1,079,800 SF, SINGLE TENANT Lo 24 SPACES (9'x19') 0 M — co —_ 2,102.06' z 16 SPACES (9'X 5') S0028'51 46% 145.95' y- ,j C�II?FXVI'E I�)RIV'Rm q .... CITE" OF OPPELL qp 5YlITHEL ROAD SIT B RNS 8 11"A bas e ........ .... ITIT IR COTTON M.ZRLITdE ••• WONYa•••••• LOCATION MAP SITE PLAN itt =sot-ott SITE DATA TABLE: 112 1890' PARKING REQUIREMENTS: 100' EXISTING ZONING LIGHT INDUSTRIAL: PD -185R3 -LI 30' BUILDING \ 200' MINIMUM DEPTH 40' COMMON ACCESS & 12" HIGH CONCRETE CURB (1 SPACE PER 5,000 SF OF WAREHOUSE) 1,075,826 SF 216 SPACES SHIPPING / RECEIVING DOORS BUILDING 30' (1 SPACE PER 300 SF OF OFFICE) 29,500 SF 98 SPACES TRAILER PARKING 105 SPACES (12'X 55') TOTAL ACREAGE PRIVATE UTILITY EASEMENT TOTAL SITE PARKING REQUIRED 314 SPACES CONCRETE APRON 60' AT DOCK WALL BUILDING INFORMATION: TOTAL PARKING PROVIDED 1,167 SPACES (9'x19') COMPACTOR 2 DEDICATED (9'X10') OVERHEAD DOORS) SETBACK NON SEPARATED MIXED USE S-1 (FUTURE SPACES NOT INCLUDED TOTAL PARKING COUNT) FACILITY POWER 11 CONSTRUCTION TYPE TYPE IIB HANDICAP PARKING REQUIRED 22 SPACES SETBACK40 BUILDING AREA 1,079,800 SF, SINGLE TENANT HANDICAP PARKING PROVIDED 24 SPACES (9'x19') N 00 41' 13" W 2,102.06' MOTORCYCLE PARKING 16 SPACES (9'X 5') PROPOSED LOT COVERAGE 46% FLOOR AREA RATIO 46% - o o 8' HIGH SCREEN WALL FIRE LANE EASEMENT N FIRE LANE EASEMENT AUTOVATTC S DING TE 8' HIGH CHAIN LINK FENCE 8' HIGH CHAIN LINK FENCE NUMERIC MARKINGS TYPICAL AT GUARDHOUSE N 8' HIGH SCREEN WALL TRACTOR PARKING TRAILER AND LOADING DOCK SPACES N 60'- 0" CONCRETE APRON 105 TRAILER SPACES TRAILER PARKING CONCRETE RAMP AND STAIRS CONCRETE RAMP AND STAIRS 8' HIGH ❑T _ _ _ SCREEN ALL LL r � O CR rn— to — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IT L -J I 52 DOCK DOORS I L 44-' 64' 1890 -'35 BAY 'c 54 I' 1 1 1 � ,I 1 in v I EO 0 o --4 0 O U) 26' 30' Q I F-1 n O O O� u u r Q W 1 MONUN O IENT SIGN i i O h+ V) - 1 �n o 0 ti P OPPS D ACilmiTy o 5 Q 1 0' 20' DR IMAGE EASEMENT L I.I.I o � �076,,8Fw 0 O F-1 In W I I Iu I I Ia I � co O W / MEZZANINE-- AREA i� — 0 co coME z ii ' V 30�PRI ATE DRAINAGE 517,644 S.F. 00 & DETENTION r 1 1 I 2 EASEMENT / T / i z / w i � II / w C/) _ as Lu / w w YP ti �"p SMOKERS CANOPY 16 MOTORCYCLE PARKING SPACES coo yp 1 ��0� `5 - Q711- lllnlllllllllllllnlllllllllllllnlllllllllllllnllllll) ® ®® ®® ®® ® ® ®® ® r R3 1 I Dof°oo, 4 FIRE LANE EASEMENT N 1 167 TOTAL AUTO P RKING SPACES SHOWN N FIRE LANE EASEMENT N �03 30' DRAINAGE AND DETENTION EASEMENT LANDSCAPE & DETENTION SEMENT MONUMENT SIGN 15 OOp mi QUEUING— —EMPLOYEE M M - i921FUtUIRt OAkkINd ,�PACt,�N6t INtLODtb iN�TOtAL OAIRklNb IC6UNt E r 10' BUILDING SETBACK LIMITS I" E 11° 49� 07„ —SAA --tS 0° 01' 01" W — —1960.94'— �6.22 CITY OF COPPELL TRAIL EASEMENT y- ,j C�II?FXVI'E I�)RIV'Rm q .... CITE" OF OPPELL qp 5YlITHEL ROAD SIT B RNS 8 11"A bas e ........ .... ITIT IR COTTON M.ZRLITdE ••• WONYa•••••• LOCATION MAP SITE PLAN itt =sot-ott SITE DATA TABLE: PARCEL ZONING: PARKING REQUIREMENTS: TRUCK COURT: EXISTING ZONING LIGHT INDUSTRIAL: PD -185R3 -LI PROPOSED BUILDING: DEPTH 200' MINIMUM DEPTH PROPOSED USE WAREHOUSE DISTRIBUTION CENTER (1 SPACE PER 5,000 SF OF WAREHOUSE) 1,075,826 SF 216 SPACES SHIPPING / RECEIVING DOORS 52 DOORS: (9X10 OVERHEAD DOOR) SITE: (1 SPACE PER 300 SF OF OFFICE) 29,500 SF 98 SPACES TRAILER PARKING 105 SPACES (12'X 55') TOTAL ACREAGE +/- 53.48 AC. - 2,329,514 SF TOTAL SITE PARKING REQUIRED 314 SPACES CONCRETE APRON 60' AT DOCK WALL BUILDING INFORMATION: TOTAL PARKING PROVIDED 1,167 SPACES (9'x19') COMPACTOR 2 DEDICATED (9'X10') OVERHEAD DOORS) USE GROUP NON SEPARATED MIXED USE S-1 (FUTURE SPACES NOT INCLUDED TOTAL PARKING COUNT) FACILITY POWER 12,000 AMPS (3 SERVICE ENTRIES) CONSTRUCTION TYPE TYPE IIB HANDICAP PARKING REQUIRED 22 SPACES BUILDING AREA 1,079,800 SF, SINGLE TENANT HANDICAP PARKING PROVIDED 24 SPACES (9'x19') BUILDING HEIGHT 43'- 0", ONE STORY MOTORCYCLE PARKING 16 SPACES (9'X 5') PROPOSED LOT COVERAGE 46% FLOOR AREA RATIO 46% 20' DRAINAGE EASEMENT 40' PRIVATE DRAINAGE & DETENTION EASEMENT LANDSCAPE & DETENTION EASEMENT AREA OF PAVER BAND OR STAMPED CONCRETE. TY P. GRAPHIC SCALE 0 40 80 160 00 O / I I Il ' ll ' ll ' l l ° O O O PLANT LIST TREES O n � QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 74 CP Chinese Pistache Pistachia chinensis 3" cal. B&B, 14' ht. 4' spread min., 4' clear trunk 57 BC Bald Cypress Taxodium distichum 3" cal. B&B, 14' ht., 4' spread min., 4' clear trunk 85 CE Cedar Elm Ulmus crassifolia 3" cal. B&B, 14' ht., 4' spread min., 4' clear trunk 108 LO Live Oak Quercus virginiana 3" cal. B&B, 14' ht., 4' spread min., 4' clear trunk 39 RO Red Oak'Shumard' Quercus shumardii 3" cal. B&B, 14' ht., 4' spread min., 4' clear trunk 26 ERC Eastern Red Cedar Juniperus virginiana 7' ht. B&B, full to base 72 RB Redbud Cercis candensis 8' ht. B&B, single trunk, 1.5" cal. min. tree from 8 CM Crepe Myrtle'Red' Lagerstroemia indica 'Dallas Red' 7' ht. B&B, 3-5 cane, no cross caning 64 TY Tree Yaupon Holly Ilex vomitoria 8' ht. B&B, 3-5 cane, no cross caning, berried, 1.5" cal. min. SHRUBS QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS 497 DBH Dwarf Burford Holly Ilex cornuta 'Burfordii nana' 5 gal. container, full plant, 36" o.c. 638 EL Elaeagnus Elaeagnus pungens 5 gal. container, full plant, 36" o.c. GROUNDCOVERS QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS Common Bermudagrass Cynodon dactylon hydromulch, refer to notes 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. 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 BEFORE y� irrigation system. SO o� 2R S� R n -n n smr landscape architects, inc. 1708 N. Griffin Street Dallas, Texas 75202 Tel 214.871.0083 Fax 214.871.0545 Email smr@smr-la.com 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. Bethel Road: (1,101.51 I.f.) Required Provided (22) trees, 3" cal. (22) trees, 3" cal. East Property Line: (2,183.11 I.f.) Required Provided (44) trees, 3" cal. (44) trees, 3" cal. West Property Line: (2,102.02 I.f.) Required Provided (42) trees, 3" cal. (42) trees, 3" cal. Creekview Drive: (2,047.09 I.f.) Required Provided (41) trees, 3" cal. (41) 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: 480,731 s.f. Total Required Parking Spaces: 314 Total Provided Parking Spaces: 1167 Required Provided Parking Lot Parking Lot 48,073 s.f. (10%) 57,040 s.f. (14.4%) (120) trees, 3" cal. (76) trees, 3" cal. (169) trees, 8' ht. 1.5" cal. @ 3:1 = OPEN SPACE Requirements: 15% of lot not covered by buildings to be landscape open space. One (1) tree per 2500 s.f. of open space. Total Lot Area: 2,330,460 s.f. Total Building Area: 1,077,716 s.f. Area Exclusive of Building: 1,252,744 s.f. Required Provided 187,912 s.f. (15%) 208,633 s.f. (15%) (75) trees, 3" cal. (75) trees, 3" cal. SUMMARY Total trees required: (329) trees Total trees provided: (344) New Shade trees, 3" cal. (90) New Evergreen Ornmtl. 7' -8' ht. (77) New Flowering Ornmtl. 7'-8' ht. 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. 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. 01 OVERALL LANDSCAPE PLAN SCALE: 1" = 80'-0" 0 40 80 160 s a a P N M L K Al I IRAIKII IRA EAST ELEVATION itt=20t-o,t EAST ELEVATION itt=20t-o,t >HED FLOOR EAST ELEVATION itt=20t-o,t NORTH ELEVATION 1" = 20'-0" P1 P2 P3 P5 P6 SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMSSHERWIN WILLIAMS SHERWIN WILLIAMS SW 7049 / SW 7016 1 ICI 523 SW 7069 SW 6898 NUANCE MINDFUL GRAY HERON GRAY IRON ORE SOCIAL BUTTERFLY FINISHED FLOOR 0'o I I � WEST ELEVATION WEST ELEVATION itt = 20t -o„ NED FLOG 0' - 0" FINISHED FLOC 0' - 0" WEST ELEVATION itt=20t-o,t SOUTH ELEVATION itt=20t-o,t dED FLOOR PROPOSED CHAIN LINK FENCE (BLACK POLYMER COATED STEEL CHAIN LINK FENCE WITH 2 INCH INTERWOVEN DIAMOND MESH FABRIC) L- - - - - - - - - - - - - - J F-1 IIII IIII IIII IIII ISI 12'-8" ISI L J L J GUARDHOUSE - WEST ELEVATION 1/4" =1'-0" 3'-8" I_ 10'-8" I_ 3'-8" GUARDHOUSE - SOUTH ELEVATION 1/4" =1'-0" ISHED FLOOR FINISHED FLOOR ., 01-011 IIIIL IIII IIII 12'-8" IIII ISI ISI L J L J GUARDHOUSE - EAST ELEVATION 1/4" =1'-0" GUARDHOUSE KEYNOTES O TILT -UP CONCRETE WALL PANEL WITH TEXTURE COATING O1" INSULATED LOW -E GLAZING IN AN ALUMINUM STOREFRONT SYSTEM OCANTILEVERED ROOF CANOPY WITH PRE -FINISHED METAL COPING O4 8'-0" HIGH BLACK VINYL SECURITY FENCE O5 6" RAISED CONCRETE ISLAND O SLIDING GLASS DOOR ,HED FLOOR 01-011 OMECHANICALLY ATTACHED SINGLE PLY MEMBRANE ON RIGID INSULATION ON 3" METAL DECK OSINGLE PLY MEMBRANE ADHERED TO 5/8" CDX PLYWOOD DECK O PREFINISHED METAL CONDUCTOR HEAD AND DOWNSPOUT 10 DOWNLIGHTS IN GYPSUM LAY -IN CEILING 11 TRENCH DRAIN FOR DOWNSPOUT. SPILL ON SIDE OF CURB 12 GRAPHIC 3'-8" 1_ 10'-8" 1_ 3'-8" GUARDHOUSE - NORTH ELEVATION 1/4" =1'-0" FINISHED FLOOR 0' - I 'LJ L -II LL_ 1_LJ_L_I_1_LJ-L-L IL_'I_1_'LJ'_L_'I_1_'LJI-L L_'I_1_'LJ_L_'I_1_IL J' i J' _I.1_' _L_I_1_' -L-I L_I_i_'L _L_I_i_L -L LL -L -_I_ _' i J' 'L_I_i_L _i_I_i_'L J'_i_I_J' 'LI_i_L '_1 _I_ 1 _L i_I_J' 'L_I_i L i_I_i 'L J' i_I_J' 'LI_ _'L- _I_ _'��'_i_I_J' _I_i_' _L_I_i_'L J' i J' 'LI_ 1 _L i_I_i L J' i_I_J' 'L_I_i L i_I_i 'L - - - - - - - - - - - - - - - - - - - - - -- -- -------- 15' - 0" FC 2 FC -1 FC -3 °°' -100 f III FC -6 C 12 � III III _ ____________ i I I ......... 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SHIPPING RECEIVING DRIVERS111111 NODRIVER DRIVER NO EIT EXIT ENTRANCE ENTRANCE LOUNGE ENTRANCE � °IIIIIIIIII °IIIIIIIIII aas °IIIIIIIIII aas 'IIIIIIIIIIIIaas °°IIIIIIIIIIIIIIIIIIIIIIIIIIIIFC-1 1II1FC-7 IIIIIIIIIIIIIIIFIIIICIIIIII-IIIIIII1II1III2(k'M===='0I kk aao (4w.IIII" 01111 Gloss Reflective Vinyl Vinyl Paint 24 INCHES 24 INCHES CSI, Scotclacal Scolchcal Gloss White White 28D While Two part calal st hardened White 230-20 280.140 acrylic oname[ C2 Sc n'lclvcal 811ack Scotchcal. d fU-;U tSlaCk r'�.� yR�rravt¢7�rwak3'gaC;t4,C) 28it-f�'�a JI 1 uum l i r �11 �I I I Yellow 3cotchcal III �I sunflower d r u n �r � r match Pamto�ue 137 ?30-25 � � 1 l 1 l rri it v ,i r. iu j l� n I i I f t �iiui� Maui 1 III W W a b 2 €€t €€t 2 IL�I U U 1 IIS iZu i I I n r �Ju � 1 Sco-'kcmcal Salem F nish Medium bra Two paernm hardened Gra 230•31 acr he a u 1 I J l l �I i I I I� a ) I I j n. J CO CO mm fJ SHIM AS REQUIRED 18" FOR PLUMB INSTALLATION IIIIIIIIIIIIIIIIII IN -1111111111111111111111111 IIIIIIIIIIIIIIIIIIII IN -111111111111111111111111 TOP OF SIGN FACE Nluluu p Nluluu SII v , — — in — 8'-0" ABOVE GRADE gg SIGN'S -19' _ g dor Ns SIGN'S -19' a�. 24 INCHES 24 INCHES 18 INCHES a 4 - T 0" 0a 0 Above Grade_ GALVONIZED STEEL CHANNEL POST, PRIME AND 4, 0 0 CROSS BRACING REQUIRED, p ' "' N PAINT'C2' (Black) °7p Gln, r lb h� 1 1/2" STRUCTURAL ANGLE. t 0 SMOOTH CONCRETE WASH Y�I'�� ,tat ti. LIGHT POLE M� 6" DIA. STEEL PIPE, G• m 0 - FILL W/ CONCRETE. PRIME i� 0 1 AND PAINT 'C3 YELLOW . 1 Y r 0 - III VIII II IIS �1�1�1 1I>�1 )� 1 li 1 J111 �JJ11J� J��J ,J1J JJ�JJ� 1 � J J J� �i 1 1 1, r 0 0 PAVEMENT PAVEMENT 1 I I a 1 l I l I LL] � rt t � ( I � �l � U , FRONT/REAR ELEVATION SIDE ELEVATIONLL] Z .o 18 DIA. CONCRETE BASE I f i T 02 a O O q , I i 0 RI RI (3,000 PSI I I� U U o Z Z �. i..,.. 0 fi O O G 6 I � I a k i! h r 0 0 0 0 #6 BAR - 14 LONG EACH WAY I z ,,, 14 4 k H .III „, 1, 1 It Nt IU, m G a Y o � m a THROUGH PIPE. C del 1 iu a m n a V I i' GROUND DETAIL a a 6 i N I � Iti ti MATCH 41 1A gyp.. Y. U 1e ", II IIII I III IIIIIIIII �IIIII IIII II ��II �� III I��IIIIIII�I II III ��III p �N 4. 0 W KI G Y pp p Jl tl, q 4 M1 Q, Y 11111111111111 IIS1111-111111111111311111111111 11111111 IpVppluum uu uuuuuuuuuulSuuuum–' F A muuuuu IIIIUVuuu uuuuuuuuuulSuul-uuuulC al kWMMMM==fi0Il (NUMMMEM00 LUL MACGREG R 1 COPPELL NON -SORT FACILITY SITE SIGNAGE ASSOCIATES1 ILLWOODA�� .��,��.�DETAILS LCL A PFROT COMPANY 2839 Paces Ferry Road, NW 3090 Olive Street Suite 500 Suite 300 Atlanta, Georgia 30339 Dallas, Texas 75219 T (770) 432-9400 F (770) 432-9934 2012-067 T (972) 201-2968 F (972) 201-2989 C O P P E L L TX 10/09/12 A=1 ■ 1. Tandems must be in rear position upon entering yard. 2. No soliciting on property. 3. Drivers responsible for opening/closing Tenant Bethel trailer doors. TRAILERS MUST • MAIN TRUCK 4. Speed limit 5 mph. TRAILER •••- Cll, TX 5. Drivers may only wait on property in area designated by guard shack. BE FROM Verify • address. • • ENTRANCE 6. Under no circumstances may a driver PARKING PARKING - •locationshook up to a trailer with a red dock light. Drivers should only hook up to a trailer THE WALL where directed by personnel. 41 -41 18" X 24" L L 24" X 18" 24" X 18" 24" X 18" 24" X 18" 24" X 18" I IIIIIIIIIIIIIIIII��l��il��i (k'l lu a IIIIII�I��ll��l�� FC_2uu IIIIII a FC-3 uIllllllllIIIIIIIIIIIIIIIIIIII111111111111lillillililill FC -4 Ilu uIIIIIIIIIIIIIIIIIII��l��l�� FC_5 Iai u„IIIIIIIII�I��l��l��IIIFC_1 illu W SHIPPING RECEIVING DRIVERS111111 NODRIVER DRIVER NO EIT EXIT ENTRANCE ENTRANCE LOUNGE ENTRANCE � °IIIIIIIIII °IIIIIIIIII aas °IIIIIIIIII aas 'IIIIIIIIIIIIaas °°IIIIIIIIIIIIIIIIIIIIIIIIIIIIFC-1 1II1FC-7 IIIIIIIIIIIIIIIFIIIICIIIIII-IIIIIII1II1III2(k'M===='0I kk aao (4w.IIII" 01111 Gloss Reflective Vinyl Vinyl Paint 24 INCHES 24 INCHES CSI, Scotclacal Scolchcal Gloss White White 28D While Two part calal st hardened White 230-20 280.140 acrylic oname[ C2 Sc n'lclvcal 811ack Scotchcal. d fU-;U tSlaCk r'�.� yR�rravt¢7�rwak3'gaC;t4,C) 28it-f�'�a JI 1 uum l i r �11 �I I I Yellow 3cotchcal III �I sunflower d r u n �r � r match Pamto�ue 137 ?30-25 � � 1 l 1 l rri it v ,i r. iu j l� n I i I f t �iiui� Maui 1 III W W a b 2 €€t €€t 2 IL�I U U 1 IIS iZu i I I n r �Ju � 1 Sco-'kcmcal Salem F nish Medium bra Two paernm hardened Gra 230•31 acr he a u 1 I J l l �I i I I I� a ) I I j n. J CO CO mm fJ SHIM AS REQUIRED 18" FOR PLUMB INSTALLATION IIIIIIIIIIIIIIIIII IN -1111111111111111111111111 IIIIIIIIIIIIIIIIIIII IN -111111111111111111111111 TOP OF SIGN FACE Nluluu p Nluluu SII v , — — in — 8'-0" ABOVE GRADE gg SIGN'S -19' _ g dor Ns SIGN'S -19' a�. 24 INCHES 24 INCHES 18 INCHES a 4 - T 0" 0a 0 Above Grade_ GALVONIZED STEEL CHANNEL POST, PRIME AND 4, 0 0 CROSS BRACING REQUIRED, p ' "' N PAINT'C2' (Black) °7p Gln, r lb h� 1 1/2" STRUCTURAL ANGLE. t 0 SMOOTH CONCRETE WASH Y�I'�� ,tat ti. LIGHT POLE M� 6" DIA. STEEL PIPE, G• m 0 - FILL W/ CONCRETE. PRIME i� 0 1 AND PAINT 'C3 YELLOW . 1 Y r 0 - III VIII II IIS �1�1�1 1I>�1 )� 1 li 1 J111 �JJ11J� J��J ,J1J JJ�JJ� 1 � J J J� �i 1 1 1, r 0 0 PAVEMENT PAVEMENT 1 I I a 1 l I l I LL] � rt t � ( I � �l � U , FRONT/REAR ELEVATION SIDE ELEVATIONLL] Z .o 18 DIA. CONCRETE BASE I f i T 02 a O O q , I i 0 RI RI (3,000 PSI I I� U U o Z Z �. i..,.. 0 fi O O G 6 I � I a k i! h r 0 0 0 0 #6 BAR - 14 LONG EACH WAY I z ,,, 14 4 k H .III „, 1, 1 It Nt IU, m G a Y o � m a THROUGH PIPE. C del 1 iu a m n a V I i' GROUND DETAIL a a 6 i N I � Iti ti MATCH 41 1A gyp.. Y. U 1e ", II IIII I III IIIIIIIII �IIIII IIII II ��II �� III I��IIIIIII�I II III ��III p �N 4. 0 W KI G Y pp p Jl tl, q 4 M1 Q, Y 11111111111111 IIS1111-111111111111311111111111 11111111 IpVppluum uu uuuuuuuuuulSuuuum–' F A muuuuu IIIIUVuuu uuuuuuuuuulSuul-uuuulC al kWMMMM==fi0Il (NUMMMEM00 LUL MACGREG R 1 COPPELL NON -SORT FACILITY SITE SIGNAGE ASSOCIATES1 ILLWOODA�� .��,��.�DETAILS LCL A PFROT COMPANY 2839 Paces Ferry Road, NW 3090 Olive Street Suite 500 Suite 300 Atlanta, Georgia 30339 Dallas, Texas 75219 T (770) 432-9400 F (770) 432-9934 2012-067 T (972) 201-2968 F (972) 201-2989 C O P P E L L TX 10/09/12 A=1 ■ Igo by:09: mmLos-0]-.YdI[eye]:1-119:III REFLECTIVE BLACK GRAPHICS - ELEVATION PLAN 4 n' n" 10'-0" 2' - 4" 1' - 8" P'11 1el1 1 TI 1r-%1 1 A /' r'1\/1 1/' iiiiiiiiiiiiiiiiiiiiiillillillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillI 111111111111111 111111111111111111 111111111111111111111illillilillillillilI 11111111 m11111111 S - 111111 1 1111111111111111111114� ALUMINUM CONSTRUCTION: 1. PUSH THRU ACRYLIC GRAPHICS - OPAQUE BLACK SURFACE -'HALO' LIGHTED. 2. CLIENT LOGO - PUSH THRU ACRYLIC GRAPHICS TRANSLUCENT YELLOW/ORAGE. 3. SIGN FACE TO BE SATIN WHITE - HALO LIGHTED AT PERIMETER. 4. COLORS INDICATE PAINTED OUTER SURFACE UNLESS OTHERWISE NOTED. TO MATCH BUILDING COLORS 5. ALL INTERIOR SURFACES TO BE PAINTED GLOSS WHITE. 6. DIRECTIONAL TEXT TO BE REFLECTIVE BLACK GRAPHICS. 7. DIRECTIONAL ARROWS TO BE PUSH THRU ACRYLIC GRAPHICS - OPAQUE BLACK SURFACE -'HALO' LIGHTED. A AA BB CC I I I I PARTIAL EAST ELEVATION I tt = tot -o„ 8 7 6 5 i n' _ R11 /znv _ nll QI _ Aff PARTIAL SOUTH ELEVATION I tt = tot -o„ 6" 9' - 0" 6" 211 81 _ 811 211 v v 11 21 _911 V-3" 4' _ 8 OR PUSH TRU ACRYLIC, OPAQU BLACK, HALO LIGHTED Hit l 0 co r 00 L o ' _b N 0 1 N ■ ■ sitors / Associates All Trucks -- 0 r ' ... N O -�940 W. B6thel Road N � 10'-0" 2' - 4" 1' - 8" P'11 1el1 1 TI 1r-%1 1 A /' r'1\/1 1/' iiiiiiiiiiiiiiiiiiiiiillillillillillillillI iiiiiiiiiiiiiiiiiiiiiillillillillI 111111111111111 111111111111111111 111111111111111111111illillilillillillilI 11111111 m11111111 S - 111111 1 1111111111111111111114� ALUMINUM CONSTRUCTION: 1. PUSH THRU ACRYLIC GRAPHICS - OPAQUE BLACK SURFACE -'HALO' LIGHTED. 2. CLIENT LOGO - PUSH THRU ACRYLIC GRAPHICS TRANSLUCENT YELLOW/ORAGE. 3. SIGN FACE TO BE SATIN WHITE - HALO LIGHTED AT PERIMETER. 4. COLORS INDICATE PAINTED OUTER SURFACE UNLESS OTHERWISE NOTED. TO MATCH BUILDING COLORS 5. ALL INTERIOR SURFACES TO BE PAINTED GLOSS WHITE. 6. DIRECTIONAL TEXT TO BE REFLECTIVE BLACK GRAPHICS. 7. DIRECTIONAL ARROWS TO BE PUSH THRU ACRYLIC GRAPHICS - OPAQUE BLACK SURFACE -'HALO' LIGHTED. A AA BB CC I I I I PARTIAL EAST ELEVATION I tt = tot -o„ 8 7 6 5 i n' _ R11 /znv _ nll QI _ Aff PARTIAL SOUTH ELEVATION I tt = tot -o„ CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Coppell Industrial Addition (Tradepoint), Lot 2, Block A, Final Plat P&Z HEARING DATE: October 18, 2012 C.C. HEARING DATE: November 13, 2012 STAFF REP.: Marcie Diamond, Assistant Director of Planning LOCATION: North side of West Bethel Road, between Royal Lane and Freeport Parkway SIZE OF AREA: 53.4 acres of property CURRENT ZONING: PD -185R -LI (Planned Development -185 Revised -Light Industrial) REQUEST: 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. APPLICANT: Owner: Kerry Roetzel HLIT II Tradepoint, L.P. 3090 Olive Street, Suite 300 Dallas, Texas 75219 972-201-2800 Kerry. oetzel &hillwood.com Architect: Lee Rader Macgregor Associates Architects 2839 Paces Ferry Road Atlanta, GA 30339 770-432-9400 lraderr�,maamail . com HISTORY: In May 2000, Council approved PD -185 -LI to allow for the development of two office/warehouse buildings on approximately 100 acres of property. Phase One of this development contained a 600,000 square -foot building. A 350,000 square -foot future expansion area was also planned at that time. Phase Two anticipated a 900,000 square -foot building. This PD included various conditions including: a reduction in the required parking for warehouse uses from one space per 1,000 square feet to one space per 5,000 square feet, and allowed for a single 120 square - foot monument sign, in lieu of two 60 square -foot signs. Council also approved a Preliminary Plat for the entire acreage and a Final Plat to allow for Phase One constriction. In August of 2002, staff administratively approved a revision to the Site Plan to allow 50 additional parking spaces along Bethel Road, east of Royal Lane to serve the 150 Mohawk employees. Mohawk subsequently moved to another site. In November 2003, Council approved a revised Detail Plan and Plat for a 300,000 square foot expansion of the existing building and to permit the development of the second equally -sized (1,000,000 square foot) building. That PD amendment ITEM = 5 Page 1 of 3 also allowed the constriction of a guardhouse for Phase One development. The Replat-Final Plat was also approved at that time. However, it was never filed for record, and therefore has expired. The PD zoning, however is still applicable. In May 2011, Council approved an amended Detail Site Plan to allow revised parking, landscaping, elevations and signage (including a monument sign) for the existing (Phase One) 600,000 -square -foot building for U -line on the abutting current request area to the west. TRANSPORTATION: Bethel Road is a four lane divided thoroughfare (C413), which is built to standard within a 90 foot right-of-way. SURROUNDING LAND USE & ZONING: North - Wagon Wheel Park; LI (Light Industrial) South - Postal Distribution Center; LI (Light Industrial) East — Office/warehouse; LI (Light Industrial) West- U -Line; PD -185R2 -LI (Planned Development -185 Revision 2 Light Industrial) COMPREHENSIVE PLAN: The Coppell 2030 Comprehensive Master Plan shows this property as suitable for Industrial Special District. DISCUSSION: This is a companion request to the PD amendment to permit the development of this approximate 1.1 million square foot office/warehouse. This property was originally part of a Preliminary Plat approved in 2000 and a Final Plat approved in 2003. The approved Final Plat was never filed for record and therefore expired. Since that time the building to the west was developed and various easements for mutual access, utilities, signage and drainage were established. On-site easements were established by Plat and off-site by Separate Instrument. As part of this Final Plat, several of these easements need to be adjusted and revised to support this development. Staff will continue to work with the applicant to assure that all of these easements are abandoned and established in an appropriate manner. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of Coppell Industrial Addition (Tradepoint), Lot 2, Block A, Final Plat 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. ITEM Page 2 of 3 ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Final Plat ITEM Page 3 of 3 VICINITY MAP V) S.I.R. 1/2" SET IRON ROD W/ CAP W\CAP STAMPED "HALFF ASSOC.INC." 1/2' F.I.R. %2' FOUND IRON ROD I o 121 NO. ® BEARING CALLOUT N _� � CURVE CALLOUT CHORD BEARING -- --- PROPOSED PROPERTY LINE - 35° PROPOSED EASEMENT LINE Uj z z I - - - - SANDY LAKE RD - - - - - - > 25' W Z r 3 105' 48' 29' 76.00' 100.50' Cr N 16° oho 35" E 121.24' 3 U I 03' Z 21.22' 36.93' N 34° 34' 48' J 34.64' O 21° 47' NOT TO 54.00' 10.39' a N w PROJECT < SCALE 20.41' 5 21° CREEKVIEW U_ LOCATION 5.77' 11.41' N 10° 12' 23" E 11.34' z 21° 47' 12' 30.00' 5.77' 11.41' N 11' 34' 49' W 11.34' 7 21° 47' 12' 54.00' 10.39' 20.53' N 11' 34' 49' o 20.41' 8 89° 38' 40" 30.00' 29.81' 46.94' N 45' 51' 54" W 42.29' BETHEL RD 90° 00' 00' 30.00' 30.00' 47.12' S 44' 18' 50' W I 10 40° 37' � 56.00' �p 39.70' S 19° 37' 20' W 38.87' 11 90° 00' 00' 30.00' 30.00' Cr Cr S \� 41' 10" E 42.43' 12 90° 00' �� BELT 56.00' 56.00' 87.97' S 45' 41' 05' E P PGF\ r r z 90° 63 10' w U_ 30.00' 47.13' S z 0 I 0 41' 05' E 42.43' 14 90° 00' O 30.00' 30.00' 47.12' N 44' 18' 50' U U 42.43' Z 90° 00' 00' 56.00' 56.00' H N S J 18' 50' W 79.20' 121 a I_j 59' a 30.00' 30.00' 47.12' S 44' J a 55" r O 42.43' 17 88° 24' 22" a o 54.46' Cr S 45' 07' 58" W 78.09' 18 49° 44' 46" 30.00' 13.91' US POSTAL SERVICE VOL. 88158 PG. 3635 D.R.D.C.T. I POINT OF BEGINNING I POINT OF COMMENCING FOR FIRELANE �/2' F.I.R. W/ 'GRAHAM AS INC.' CAP DRAINAGE EASEMENT - VOL. 2004221, PG. 12630, I D.R.D.C.T. (ABANDON BY SEPARATE INSTRUMENT) 20x20 PUBLIC WATER EASEMENT VOL. 2004197, PG. 08564 �I-I L 131 p0_ 0 LEGEND 1/2' S.I.R. 1/2" SET IRON ROD W/ CAP W\CAP STAMPED "HALFF ASSOC.INC." 1/2' F.I.R. %2' FOUND IRON ROD 89° o POINT FOR A CORNER NO. ® BEARING CALLOUT TANGENT O7 CURVE CALLOUT CHORD BEARING -- --- PROPOSED PROPERTY LINE - 35° PROPOSED EASEMENT LINE 29' 30.00' - - - - - ADJACENT PROPERTY LINE - - - - - - - EXISTING EASEMENT LINE IIII I I I III I II I II I III LIT HW1, LP f/k/a HILLWOOD LIT, L.P. I I I I TRACT 1 (VOL. 2004221, PG. 12801 O.R.D.C.T.) LOT 1, BLOCK A I I COPPELL INDUSTRIAL ADDITION (VOL. 2000200, PG. 00669 P.R.D.C.T.) i IIIIII III I I 10'LANDSCAPE AREA VOL. 2000200, PG. 00669 I I I I P.R.D.C.T. �I!I I 1 I I I I I II I I I II Q I HLIT II TRADEPOINT, L.P. VOL. 2005134, PG. 0027 O.R.D.C.T. I ^ w 3� I \ I , w - I w SIGN EASEMENT I I I I m (BY SEPARATE INSTRUMENT) I I I 0 SANITARY SEWER EASEMENT I I I MONUMENT SIGN EASEMENT VOL.2004221, PG. 12630 VOL.2004221, 221, PG. 12736 I I I I D.R.D.C.T. D.R.D.C.T. (ABANDON BY SEPARATE INSTRUMENT) -- ------------- - - --- II � 10 LANDSCAPE AREA II I I \ (VOL. 2000200, PG. 00669 I I P.R.D.C.T.) POINT FOR � F -- - - - - CORNER _ W/C �� ------------- --------------/ 11------� - 762.55' -- - -- -- - -- -- - -- -- -- N 00° 41' W __ ,102°06 -- -- - -- - - -- - -� 737.08' r 6 2 - -1,364.98 -623.49' -500'4110E I T- -� 10' BUILDING PRIVATE UTILITY EASEMENT 40' SHARED ACCESS EASEMENT 40' COMMON ACCESS 9 I I I I VOL. 2000200, PG. 00669 INSTRUMENT) �20� 10 40' UTILITY EASEMENT 40' SHARED ACCESS EASEMENT VOL. 20004221, PG. 12630 5 11 I 7 SETBACK LIMITS (BY SEPARATE INSTR (BY THIS PLAT) (BY SEPARATE INSTRUMENT) O.P.R.D.C.T. P.R.D.C.T. (ABANDON BY 8 3 VOL. 20004221, PG. 12630 4 5 4 6 7 SEPARATE INSTRUMENT) 11 II O.P.R.D.C.T. ( THIS VOL.& PG. TO BE N 00 41 13 W 987.40 31 N 00' 41' 13' W 572.05' ABANDON BY SEPARATE INSTRUMENT) PROPOSED 26' FIRE LANE (BY THIS PLAT) I III 1 N 00. 41' 13' W 578.48' N 00. 41' 13' W 991.92' 1 I I I 37 I I I I 32 1 I D.R.D.C.T. I w I"I I I 33 34 27 35 36 1 1I II , III I I II I 1 I 002 122 I I I C- �/2' F.I.R. W/ D 'GRAHAM ASSOC. N INC.' CAP >I i I z � D z ~I MINYARD'S 1 i LOTS 1&2 BLOCK 1 VOL.97056 PG. 1150 D.R.D.C.T. 20x20 PUBLIC I WATER EASEMENT VOL. 2004197, PG. 08564 I D.R.D.C.T. (ABANDON BY SEPARATE INSTRUMENT) D ca a� I �/2' F.I. W/ CA � 20' x 30' PUBLIC a WATER EASEMENT 28 (BY THIS PLAT) N 83° 50' 43" W 115.18'""' 1 w. CITY OF COPPELL JESSE MOORE ABST.968 PG. 175 TRACT 8 VOL. 96164, PG. 0169 I.R. AP 20' DRAINAGE EASEMENT I I 34 o I I I VOL. 2004221, PG. 12630 I I `ti° I 20 x 20 PUBLIC O.P.R.D.C.T. �' I M 1 (ABANDON BY 1 33 WATER EASEMENT "' SEPARATE INSTRUMENT) II 35 i (BY THIS PLAT) w0 I I I I I HLIT II 1 RADEPOIN 1 9 L"Po =o °°III I Q VOLo 20051349 PGo 0027 III 32 Uj °' I I I m I PRIVATE DRAINAGE & w ,III 0.R.D.C.To 1 a0 DETENTION EASEMENT m' III V1 I N I (BY SEPARATE INSTRUMENT) III II I N I I 1 40 30' BUILDING L O T 2 9 B L 0 C K A III SETBACK LIMITS I III I j I JI I 1 20 21 I I 1 293299514 SF OR I �o I I 19 I I 29 vI1 I Ia! I Ln II I 53048 ACRES F �0 1 I 18 I 28 I I I I I I I \II I o 0 1 �I I Q� Ln 11 L, LSI :y 17 1 ;0I I I; 20 20' DRAINAGE EASEMENT 'o, - I I � op 11 VOL. 2004221, PG. 12630 z I z (ABANDON BY I 27 ° D.R.D.C.T. I I I Q0I • I �! I � II � I SEPARATE INSTRUMENT) o �• 16mow. III 1 I°0 I I G III �I III- � Q tPRIVATE DRAINAGE &• z I 1 DETENTION EASEMENT ZONED PD -185R -LI 11 I 25 I 30' (BY SEPARATE INSTRUMENT) O G� I I I I I 138 I . � I � � 1 ° I I 26 1 24 • �� I 19 25 •� 37 TEMPORARY CHANNEL EASEMENT 39' z I VOL. 2004221, PG. 12630 36I 1518 I 1 D.R.D.C.T. (ABAND1 1 SEPARATE IB STRUMENT) 1 �Y r- ~', I I 1 23 1 11 I N � 14 29 1I I PRIVATE DRAINAGE & 23 I I 42 24 DETENTION EASEMENT I (BY SEPARATE INSTRUMENT) S 00. 41' 00' E 1,883.99' l ao 1 U? 10, 1 a~- PROPOSED 26' FIRE LANE (BY THIS PLAT) =ia�1 43 S 00. 41' 00' E 1,721.60' 12 LANDSCAPE & 16 13 8 4o 01 7 DETENTION EASEMENT 13 9 -6 m 30' BUILDING SETBACK LIMITS I 20' x 20' PUBLIC WATER EASEMENT (BY THIS PLAT) I I I I I 20' x 20' PUBLIC WATER EASEMENT (BY THIS PLAT) I VOL. 2004221, PG. 12630, 0°P°R°D°C.T° f.4I __-�/2' F.I.R. W/ 0.16 AC. OF 0.19 AC. TRACT (329,281 SO. FT. OR 7°56 AC) ^I I i' I 'GRAHAM ASSOC. 1/2" F.I.R. CITY OF COPPELL TRAIL EASEMENT 0.749 AC. TRACT ' .�- I / INC.' CAP I W/ CAP (VOL. 2001026, PG. 03950, D.R.D.C.T.) CITY OF COPPELL TRAIL EASEMENT (ABANDON BY SEPARATE INSTRUMENT) 10 BUILDING 11 TXU ELECTRIC EASEMENT (VOL. 2001026, PG. 03978, D.R.D.C.T.) S 87° 14' 36" W I 5/8' F.I.R. 96°61' AI �/2' F.I.R. W/ 'GRAHAM ASSOC. INC.' CAP S00028'58'E 145.95' \~T T � 1/2' F.I.R. AP (CONTROL S11c49'07"E 76.22' MONUMENT) BLOCK A, LOT 2 j DUKE-FREEPORT ADDITION VOL. 2001065, PG. 34 D.R.D.C.T. TEXAS DUGAN LIMITED PARTNERSHIP VOL. 2000251, PG. 2678 D.R.D.C.T. (VOL. 2001026, PG. 03950, D.R.D.C.T.) TXU ELECTRIC EASEMENT (VOL. 2001026, PG. 03978, D.R.D.C.T.) APPROX. SURVEY LINE-/ - DRAINAGE EASEMENT AGREEMENT VOL. 2001026, PG. 3904 D.R.D.C.T. _S0 _0 _° 01' 01' 7 � 1,960.94' I I I I JP MORGAN CHASE BANK DOC.* 200.C.T.1909 BLOCK A, LOT 6 S,4{`20041DUKE , ADDITION S-� 5� VOL. 20041644, PG. 00247-` - ` � w O.P.R.D.C.T. NN NO - RS-T p,j SETBACK LIMITS 15 y II N89°06'46"E 12 I I 1 / 18.25' -- -- - -- -- -- - �/2' F.I.R. W/CAP /2 F.I.R. W/ 'PACHECO KOCH CAP' TEXAS DUGAN LIMITED PARTNERSHIP VOL. 2000251, PG. 2678 D.R.D.C.T. BLOCK A. LOT 7 DUKE-FREEPORT ADDITION VOL. 2004164, PG. 00247 O.P.R.D.C.T. SURVEYOR Halff Associates, Inc. 4000 Fossil Creek Blvd. Fort Worth, TX 76137 Attention: Doug Calhoun 817-764-7505 817-232-9784 Fax docalhoun@halff.com OWNER HLIT II Tradepoint, L.P. 3090 Olive Street, Suite 300 Dallas, TX 75219 Attention: Joe Bass, Sr. VP 972-201-2963 972-201-2989 (Fax) Joe.bass@hillwood.com Z 0 50 100 150 200 300 SCALE IN FEET 1" = 100' VOLUME , PAGE BEARING TABLE NO. HALFF' BEARING CURVE DATA TABLE DISTANCE 1 N 89° 18' 45" NO. DELTA RADIUS TANGENT LENGTH 41' CHORD BEARING W CHORD DISTANCE 1 35° 16' 29' 30.00' 9.54' 18.47' N 18° 19' 25' W 18.18' 2 105' 48' 29' 76.00' 100.50' 140.35' N 16° 56' 35" E 121.24' 3 70° 32' 03' 30.00' 21.22' 36.93' N 34° 34' 48' E 34.64' 4 21° 47' 12' 54.00' 10.39' 20.53' N 10° 12' 23" E 20.41' 5 21° 47' 12' 30.00' 5.77' 11.41' N 10° 12' 23" E 11.34' 6 21° 47' 12' 30.00' 5.77' 11.41' N 11' 34' 49' W 11.34' 7 21° 47' 12' 54.00' 10.39' 20.53' N 11' 34' 49' W 20.41' 8 89° 38' 40" 30.00' 29.81' 46.94' N 45' 51' 54" W 42.29' 9 90° 00' 00' 30.00' 30.00' 47.12' S 44' 18' 50' W 42.43' 10 40° 37' 01" 56.00' 20.72' 39.70' S 19° 37' 20' W 38.87' 11 90° 00' 00' 30.00' 30.00' 47.12' S 45' 41' 10" E 42.43' 12 90° 00' 10' 56.00' 56.00' 87.97' S 45' 41' 05' E 79.20' 13 90° 00' 10' 30.00' 30.00' 47.13' S 45' 41' 05' E 42.43' 14 90° 00' 00' 30.00' 30.00' 47.12' N 44' 18' 50' E 42.43' 15 90° 00' 00' 56.00' 56.00' 87.96' S 44' 18' 50' W 79.20' 16 89 59' 50" 30.00' 30.00' 47.12' S 44' 18' 55" W 42.43' 17 88° 24' 22" 56.00' 54.46' 86.41' S 45' 07' 58" W 78.09' 18 49° 44' 46" 30.00' 13.91' 26.05' S 64° 26' 24' W 25.24' 19 68° 55' 40' 56.00' 38.44' 67.37' S 74' 01' 51" W 63.38' 20 95° 45' 27" 75.00' 82.94' 125.35' S 60° 36' 58" W 111.26' 21 103° 25' 27' 30.00' 38.00' 54.15' N 38' 58' 29' W 47.09' 22 89° 59' 57" 30.00' 30.00' 47.12' S 44' 18' 48" W 42.43' 23 90° 00' 10' 30.00' 30.00' 47.13' S 45' 41' 05' E 42.43' 24 1 89° 59' 47" 30.00' 30.00' 47.12' S 44' 18' 54" W 42.43' 25 49° 44' 46" 56.00' 25.96' 48.62' S 64° 26' 24' W 47.11' 26 68° 55' 40' 30.00' 20.59' 36.09' S 74' 01' 51" W 33.95' 27 49° 34' 45" 101.00' 46.65' 87.40' S 83' 42' 18" W 84.70' 28 57° 28' 06' 30.00' 16.45' 30.09' S 87' 38' 59' W 28.84' 29 27° 04' 15' 56.00' 13.48' 26.46' N 77' 09' 06" W 26.21' 30 1 54° 43' 34" 30.00' 15.53' 28.65' N 63° 19' 26" W 27.58' 31 105° 48' 28' 50.00' 66.12' 92.33' N 16' 56' 35" E 79.76' 32 70° 32' 03' 56.00' 39.60' 68.94' N 34' 34' 48' E 64.67' 33 21° 47' 12' 28.00' 5.39' 10.65' N 10° 12' 23" E 10.58' 34 21° 47' 12' 56.00' 1 10.78' 21.29' N 10° 12' 23" E 21.17' 35 21° 47' 12' 56.00' 10.78' 21.29' N 11' 34' 49' W 21.17' 36 21° 47' 12' 28.00' 5.39' 1 10.65' 1 N 11' 34' 49' W 10.58' 37 1 90' 00' 03" 30.00' 30.00' 1 47.12' 1 N 44' 18' 48" E 42.43' \~T T � 1/2' F.I.R. AP (CONTROL S11c49'07"E 76.22' MONUMENT) BLOCK A, LOT 2 j DUKE-FREEPORT ADDITION VOL. 2001065, PG. 34 D.R.D.C.T. TEXAS DUGAN LIMITED PARTNERSHIP VOL. 2000251, PG. 2678 D.R.D.C.T. (VOL. 2001026, PG. 03950, D.R.D.C.T.) TXU ELECTRIC EASEMENT (VOL. 2001026, PG. 03978, D.R.D.C.T.) APPROX. SURVEY LINE-/ - DRAINAGE EASEMENT AGREEMENT VOL. 2001026, PG. 3904 D.R.D.C.T. _S0 _0 _° 01' 01' 7 � 1,960.94' I I I I JP MORGAN CHASE BANK DOC.* 200.C.T.1909 BLOCK A, LOT 6 S,4{`20041DUKE , ADDITION S-� 5� VOL. 20041644, PG. 00247-` - ` � w O.P.R.D.C.T. NN NO - RS-T p,j SETBACK LIMITS 15 y II N89°06'46"E 12 I I 1 / 18.25' -- -- - -- -- -- - �/2' F.I.R. W/CAP /2 F.I.R. W/ 'PACHECO KOCH CAP' TEXAS DUGAN LIMITED PARTNERSHIP VOL. 2000251, PG. 2678 D.R.D.C.T. BLOCK A. LOT 7 DUKE-FREEPORT ADDITION VOL. 2004164, PG. 00247 O.P.R.D.C.T. SURVEYOR Halff Associates, Inc. 4000 Fossil Creek Blvd. Fort Worth, TX 76137 Attention: Doug Calhoun 817-764-7505 817-232-9784 Fax docalhoun@halff.com OWNER HLIT II Tradepoint, L.P. 3090 Olive Street, Suite 300 Dallas, TX 75219 Attention: Joe Bass, Sr. VP 972-201-2963 972-201-2989 (Fax) Joe.bass@hillwood.com Z 0 50 100 150 200 300 SCALE IN FEET 1" = 100' VOLUME , PAGE FINAL PLAT OF LOT 2, BLOCK A OF THE COPPELL INDUSTRIAL ADDITION BEING 53.48 ACRES SITUATED IN THE S.A. AND M.G.R.R. SURVEY, ABSTRACT No. 1439 CITY OF COPPELL, DALLAS COUNTY, TEXAS FOR HLIT II TRADEPOINT, L.P. OWNER PREPARED BY: WIIIIIIIM BEARING TABLE NO. HALFF' BEARING DISTANCE 1 N 89° 18' 45" E 109.74' 2 N 00' 41' 10" W 30.47' 3 N 35° 57' 39" W 102.09' 4 N 00' 41' 13' W 102.86' 5 S 89° 18' 50" W 28.50' 6 N 89° 06' 46" E 13.50' 7 S 00' 41' 10" E 16.64' 8 S 00' 41' 00" E 77.96' 9 N 89° 18' 50" E 31.54' 10 N 00' 41' 10" W 184.13' 11 N 89° 06' 46" E 26.00' 12 S 00' 41' 10" E 184.22' 13 S 89° 18' 50" W 31.55' 14 S 89° 18' 47" W 78.72' 15 S 39° 34' 01" W 8.08' 16 N 71 ° 30' 19" W 115.38' 17 S 12* 44' 14 " W 14.26' 18 N81°43'48"W 21.94' 19 S 89° 18' 45" W 4.24' 20 N 12° 44' 14" E 23.13' 21 S 00' 41' 10" E 29.46' 22 S 89° 18' 46" W 26.00' 23 S 89° 18' 47" W 78.72' 24 S 39° 34' 01" W 8.08' 25 N 71 ° 30' 19" W 115.38' 26 N 35° 57' 39" W 58.83' 27 N 00' 41' 13' W 91.72' 28 N 83° 50' 43" W 20.14' 29 N 00' 41' 13' W 29.43' 30 N 89° 18' 47" E 20.00' 31 S00*41'13'E 31.83' 32 S 00' 41' 13' E 20.00' 33 S 89° 06' 46" W 20.00' 34 N 00' 41' 13' W 20.00' 35 N 89° 06' 46" E 20.00' 36 S 00' 41' 13' E 20.00' 37 S 89° 06' 46" W 20.00' 38 N 00' 41' 13' W 20.00' 39 N 89° 06' 46" E 20.00' 40 S 00' 41' 13' E 20.00' 41 S 89° 06' 46" W 20.00' 42 N 00' 41' 13' W 20.00' 43 N 89° 06' 46" E 1 20.00' FINAL PLAT OF LOT 2, BLOCK A OF THE COPPELL INDUSTRIAL ADDITION BEING 53.48 ACRES SITUATED IN THE S.A. AND M.G.R.R. SURVEY, ABSTRACT No. 1439 CITY OF COPPELL, DALLAS COUNTY, TEXAS FOR HLIT II TRADEPOINT, L.P. OWNER PREPARED BY: WIIIIIIIM ■■■ HALFF' WIIIIIIII M 4000 FOSSIL CREEK BLVD. FORT WORTH, TEXAS 76137 (817) 847-1422 / SCALE 1" = 100' AVO 28042 OCTOBER 2012 LEGAL DESCRIPTION BEING a tract of land situated in the S.A. and M.G.R.R. Survey, Abstract No. 1439, City of Coppell, Dallas County, Texas, being a part of the 69.37 acre tract of land, described in Special Warranty Deed to HLIT II Tradepoint, L.P., a Texas limited partnership, as recorded in Volume 2005134, Page 27, in the Official Public Records Dallas County, Texas (O.P.R.D.C.T), and being more particularly described as follows: BEGINNING at a 1/2 -inch found iron rod with "GRAHAM ASSOC INC" cap for the most southerly southwest corner of said HLIT II Tradepoint, L.P. tract and the southeast corner of that tract of land described as Tract 1 in Special Warranty Deed to LIT HW1, LP, f/k/a Hillwood LIT, LP, as recorded in Volume 2004221, Page 12810, O.P.R.D.C.T., same being the southeast corner of Lot 1, Block A, Coppell Industrial Addition, recorded in Volume 2000200, Page 00669 Plat Records Dallas County, Texas; THENCE North 00 degrees 41 minutes 13 seconds West, along the common line between said Tract 1(Lot 1) and said HLIT II Tradepoint, L.P. tract, passing at a distance of 1,364.98 feet the northeast corner of said Tract 1(Lot 1), over and across said HLIT II Tradepoint, L.P. tract, continuing in all, a distance of 2,102.06 feet to a 1/2 -inch found iron rod with a yellow plastic cap stamped "Halff Assoc. Inc." (hereinafter referred to as "with cap") for corner, said iron rod being on the south right-of-way line of Creekview Drive (a 60 foot right-of-way); THENCE North 89 degrees 06 minutes 46 seconds East, along said south right-of-way line of Creekview Drive, a distance of 1,105.41 feet to a 1/2 -inch found iron rod with cap for the northeast corner of said HLIT II Tradepoint, L.P. tract and being the northwest corner of Lots 6 and 7, Block A of Duke -Freeport Addition, as recorded in Volume 2004164, Page 247 P.R.D.C.T.; THENCE South 00 degrees 01 minute 01 second West, along the east line of said HLIT II Tradepoint, L.P. tract, passing the common southwest corner of said Lots 6 and 7, and the northwest corner of the remains of Lot 2, Block A of Duke -Freeport Addition, as recorded in Volume 2000251, Page 2678 P.R.D.C.T. at a distance of 1,711.39 feet, continuing for a total distance of 1,960.94 feet to a 1/2 -inch found iron rod with cap for corner; THENCE South 11 degrees 49 minutes 07 seconds East, continuing along said common line, a distance of 76.22 feet to a 1/2 -inch found iron rod for corner; THENCE South 00 degrees 28 minutes 58 seconds East, continuing along said common line, a distance of 145.95 feet to a 1/2 -inch found iron rod with cap stamped "GRAHAM ASSOC INC" for the southeast corner of said HLIT II Tradepoint, L.P. tract and the southwest corner of said Lot 2, said iron rod also being on the north right-of-way line of Bethel Road (a 90 foot right-of-way) for corner; THENCE South 87 degrees 14 minutes 36 seconds West, departing said common line and along said north right-of-way line, a distance of 96.61 feet to a 1/2 -inch found iron rod with cap for corner; THENCE North 83 degrees 50 minutes 43 seconds West, continuing along said north right-of-way line, a distance of 115.18 feet to a 1/2 -inch found iron rod with cap for corner; THENCE North 81 degrees 43 minutes 48 seconds West, continuing along said north right-of-way line, a distance of 419.89 feet to a 1/2 -inch found iron rod with cap stamped "GRAHAM ASSOC INC" for corner; THENCE South 89 degrees 18 minutes 45 seconds West, continuing along said north right-of-way line, a distance of 469.83 feet to the POINT OF BEGINNING and containing 2,329,514 square feet or 53.48 acres of land, more or less. Basis of Bearing is the west property line of Lot 1, Block A (Tract 1) of the Coppell Industrial Addition, as recorded in Volume 2003006, Page 00074 of the Deed Records Dallas County, Texas, being North 00 degrees 44 minutes 06 seconds West. By graphical plotting, the parcel described hereon lies within Zone "X" (unshaded) as delineated on the Dallas County, Texas and Incorporated Areas Flood Insurance Rate Map Number 48113CO135 J, dated August 23, 2001, as published by the Federal Emergency Management Agency. Zone "X" (unshaded) is defined as "Areas determined to be outside 500 -year floodplain." The surveyor utilized the above referenced flood plain information for this determination and the surveyor does not certify that revised flood plain information has or has not been published by the Federal Emergency Management Agency or some other source. GENERAL NOTES: 1) Sidewalks to be constructed by owner when deemed necessary by City Engineer. 2) Building finished floor elevations are to be Elev. 522.0. 3) This plat is subject to a drainage agreement specified in the Special Warranty Deed as recorded in Vol. 2003006, Pg. 00074, Dallas County, Texas, between CP-Coppell Industrial, Ltd. and Hillwood Fund No. 1, L.P. SURVEYOR'S CERTIFICATE That I, Douglas A. Calhoun, Registered Professional Land Surveyor No. 5619, licensed in the State of Texas, do hereby certify that this plat is prepared from an actual survey on -the -ground under my supervision. Douglas A. Calhoun Registered Professional Land Surveyor State of Texas No. 5619 STATE OF TEXAS COUNTY OF TARRANT Before me, the undersigned authority, a notary public in and for said county and state, on the day personally appeared, Douglas A. Calhoun, known to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and considerations therein expressed. Given under my hand and seal of office this day of 12012. Notary Public, Tarrant County, Texas Print Name T s r a NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, HLIT, Tradepoint, L.P., a Texas Limited partnership, acting herein by and through its duly authorized officers, does hereby adopt this plat designated herein as LOT 2, BLOCK A, COPPELL INDUSTRIAL ADDITION, an addition to the City of Coppell, Dallas County, Texas. The utility and fire lane easements (streets, alleys and common areas) 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 easements shown hereon are hereby reserved for the purposes as indicated. All streets, alleys and rights-of-way are hereby dedicated in fee simple to the City of Coppell for municipal purposes. No buildings, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the utility easements as shown. Said utility easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the utility easements and all public utilities shall at all times have the full right of ingress and egress to and from and upon the said utility easements for the purpose of construction, 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 purposes of reading meters and any maintenance and service required or ordinarily performed by that utility. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Coppell. HLIT, Tradepoint, L.P., a Texas Limited Partnership Tradepoint GP, LLC, a Texas limited liability company, as General Partner By: Joe Bass, Senior Vice President STATE OF TEXAS COUNTY OF DALLAS This instrument was acknowledged before me on 2012, by Joe Bass, of HLIT, Tradepoint, L.P., a Texas limited liability company, Tradepoint GP, LLC, a Texas limited liability company, as General Partner. Notary Public, State of Texas Print Name SURVEYOR Half Associates, Inc. 4000 Fossil Creek Blvd. Fort Worth, TX 76137 Attention. Doug Calhoun 817-764-7505 817-232-9784 Fax dacalhoun@halff.com OWNER HLIT II Tradepoint, L.P. 3090 Olive Street, Suite 300 Dallas, TX 75219 Attention: Joe Bass, Sr. VP 972-201-2963 972-201-2989 (Fax) joe.bass@hillwood.com ONCOR ELECTRIC DELIVERY COMPANY (EASEMENTS ARE TO BE GRANTED BY SEPARATE INSTRUMENT AT A LATER DATE) (Print Name) Date of Approval TXU GAS COMPANY (EASEMENTS ARE TO BE GRANTED BY SEPARATE INSTRUMENT AT A LATER DATE) (Print Name) Date of Approval VERIZON (Print Name) Date of Approval FLOODPLAIN ORDINANCE NOTE: Floodplain Development Permit Application No. has been filed with the City of Coppell Floodplain Administrator on 12012. Floodplain Administrator Date: Recommended for Approval: Chairman, Planning and Zoning Commission City of Coppell, Texas Approved & Accepted: Mayor City of Coppell, Texas Date Date The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing of the final plat of Lot 2, Block A, Coppell Industrial Addition to the City of Coppell was submitted to the City Council on the day of , 2012 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 day of A.D., 2012. City Secretary FINAL PLAT OF LOT 2, BLOCK A OF THE COPPELL INDUSTRIAL ADDITION BEING 53.48 ACRES SITUATED IN THE S.A. AND M.G.R.R. SURVEY, ABSTRACT No. 1439 CITY OF COPPELL, DALLAS COUNTY, TEXAS FOR HLIT II TRADEPOINT, L.P. OWNER PREPARED BY: ■■■ HALFF 4000 FOSSIL CREEK BLVD. FORT WORTH, TEXAS 76137 (817) 847-1422 / SCALE 1" = 100' AVO 28042 OCTOBER 2012 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Villas of Lake Vista PH 2, Final Plat P&Z HEARING DATE: October 18, 2012 C.C. HEARING DATE: None—Planning Commission granted authority to approve Final Plat STAFF REP.: Gary L. Sieb, Director of Planning LOCATION: South side of Lake Vista Drive, east of North MacArthur Boulevard SIZE OF AREA: 9.3 acres of property CURRENT ZONING: PD-202R-TH-1 (Planned Development -202 Revised -Townhouse -1) REQUEST: A final plat to allow 39 single-family lots and (5) five common area lots. APPLICANT: Owner Engineer JBGL BF Development Dowdey, Anderson 3 13 1 Harvard Ave. J. Casey Ross, P.E. Suite 103 5225 Village Creek Dr. Dallas, TX. 75205 Suite 200 (214) 453-0146 Plano, TX. 75093 Email MattBaynhanL&jb.l-capital-1p.com (972) 931-0694 Fax: (972) 931-9538 Email: crossL&daa-civil.com HISTORY: This property was rezoned from Highway Commercial to Planned Development in August of 2004. At that time, 155 townhouses were proposed for the property. Phase One was approved with 93 townhouses, is still under constriction and estimated to be completed by fall of 2013. When originally approved, Phase Two was to consist of 62 townhouses. Because the townhouse market has softened, the plan was amended to a 39 -lot single-family housing development in the summer of 2012. This plat reflects the development of 39 single-family houses, as approved in that amended plan. ITEM = 06 Page 1 of 2 TRANSPORTATION: MacArthur Boulevard is a P6D, an improved four -lane divided thoroughfare contained within a 110 -foot right-of-way. Lake Vista Drive is an improved street located in the City of Lewisville with a 70 -foot right—of-way. SURROUNDING LAND USE & ZONING North: office buildings; City of Lewisville zoning South: vacant at levee, residential to the south; levee zoned HC, Highway Commercial; property south is zoned PD -132 -SF -9, Single Family East: office buildings; City of Lewisville West: townhouses; PD-202-TH-1, Planned Development for Townhouses COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this area as an Urban Residential Neighborhood, its current use. DISCUSSION: There is not a whole lot of discussion that needs to be generated by this request. The zoning to 39 single-family lots was approved by Council this summer, and this Final Plat follows that development submittal. Setbacks, side yards, and rear yards are in conformance with the zoning case. Lot sizes are as depict on the zoning exhibit. The green open spaces are where the developer said they would be, and they will be maintained by a property owner's association. Staff can support this request. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of this request and is subject to no conditions. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ATTACHMENTS: 1. Final Plat Document ITEM = 06 Page 2 of 2 LOCAMON MAP NOT TO SCALE LOT CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD Cl 284'11'49" 60.00' 46.71' 297.61' N30'06'31 "W 73.72' C2 21'10'58" 14.00' 2.62' 5.18' N78'36'05"W 5.15' C3 83'00'51" 14.00' 12.39' 20.28' N49'18'00"E 18.56' C4 156'21'00" 60.00' 286.58' 163.73' N4'42'16"E 117.45' C5 126'52'12" 50.00' 100.00' 110.71' N65"18'16"W 89.44' C14 104'54'29" 10.00' 13.01' 18.31' S70'33'22"W 15.86' C15 143'26'22" 24.00' 72.65' 60.08' N14'43'48"E 45.58' C16 104'54'29" 10.00' 13.01' 18.31' S41 '05'46"E 15.86' C17 644'39" 236.00' 13.91' 27.78' 1 S14 -43-48"W 27.76' LOT LINE TABLE UNE BEARING LENGTH T1 N49'08'49"E 13.94' T2 S43'31'16"E 13.61' T3 S41 -15'24"W 14.00' T4 N43'06'54"E 14.25' T5 N28'55'40"E 14.27' T6 S59'42'17"E 14.29' T7 N79'54'51"W 35.00' T8 S61 *35'35"E 14.14' T9 S28'24'25"W 14.14' T10 S36'45'20"W 14.00' ROADWAY CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH CHORD C6 90'00'00" 45.00' 45.00' 70.69' N46'52'10"W 63.64' C7 14'43'25" 250.00' 32.30' 64.24' SO9'13'52"E 64.07' C8 11'2842" 250.00' 25.13' 50.08' N67'40'04"E 50.00' C9 11'28'42" 250.00' 25.13' 50.08' N67'40'04"E 50.00' C10 17'24'01" 250.00' 38.26' 75.92' N82'06'26"E 75.63' C11 14'43'25" 250.00' 32.30' 64.24' S09'13'52"E 64.07' C12 18'31'54" 250.00' 40.79' 80.86' S07'23'47"W 80.51' C13 14'29'14" 1250.00' 131.78' 63.21' S09'25'08"W 63.04' ROADWAY LINE TABLE LINE BEARING DISTANCE T11 S16'35'35"E 21.20' T12 S16'35'35"E 25.00' FT1 1 N00'48'26"E 30.00' BLOCK E LOT 1 X I ' CITY OF LEWISVILLE FOR LANDSCAPE,SCREENING AND SIDEWALK PURPOSES I A--43'42'44" LAKE VISTA DRIVE 5/8 IRF W/ YELLOW CITY OF LEWISVILLE T=246.68' 15' UTILITY EASEMENT (EX, 70' RIGHT-OF-WAY) PLASTIC CAP STAMPED RIGHT-OF-WAY R=615.00 ' CABINET F, PAGE 271 "CARTER & BURGESS" M. R. D. C. T. L=469.20' N88'07'50"E 404.35' `8 41, N1'52'10"W 65,$s' 15 - - 4.81 6.46 ChB=S70'00'48"E 0- - O - - - 130.05• - -' - Ln - - - - 143.77'- - ,� _ X5.89 _ ChD=457.90' C SX 12X 75.00' 0 77.43' `•. 5'WME--'Fv 1 11 E 6 \(BY THIS r" C14 \ �9p Q � 17 MA AT LAKE VISTA PHASE ONE CAB. W, PG. 633 PRn�T X14'43'27" T=19.38'. R=150.00' ' L=38.55r ChB=N9'13'53"W Ch =38.44' it GRAPHIC SCALE 60 30 0 60 iso ( IN FEET ) 1 inch = 60 ft. COTSWOLD LAN " U! �, 1 PLAT) o - �0' 11 18.36' 25' 1 w 5'WME JX 3g N 88 07 50 E 8.00' 4 S88'0T50"W 87.43' - - - N$8.07'50"E n o? 1 (BY LAT) BLOCK A LOT 1 X 12.57THIS N N88'07'50"E PLAT) 58 • -- -12s o1' - - - cj 2X o 17.60' FOR LANDSCAPE, I U) Ln - - - -120.00'- - - - SCREENING AND SIDEWALK 87.43 15'WE to N �' N88'07'50"E 174.56' 13X i_0__;_ BL Ln 2 (BY THIS o 10 ' N v� �, Va 164.56' r� \58 8•. \ PURPOSES J 31.42 0o I PLAT) o C16 O� / .oto` \ 1/2" IRF W/ \ 10 O 5' PDE \ YELLOW 15' UTILITY EASEMENT N88'07 50 E / 57 K ( CABINET F, PAGE 271 0; 0 11 vo N88'07'50"E ��,6 00 ��` BY THIS 6? PLASTIC CAP I 120.00' 120.58 `p, 6 ' PLAT) R�'\ P.R.D.C.T. tri - N88'0T50"E - v, 17.83 C7 N88'0T50"E 179.72' 10.00' \ J.H. DONALD SURVEY, A - 1696 m - - N - - N - g- - D- 127.67 52.06 - o - - - - - - - - - - - - - - - - - 120.00 I 0 3 0 a w cn r \ WM. TRIMBLE SURVEY, A- 1268 UI w N a to - p N 3 3 tv t� N88'07 50 E I - 0 cn Fr °0 ° 12 10 n N88'07'50"E s 0 N 56 O N a, co �t M 8 0 0 mi ,n ori 53 m 52 N M N \ = 120.00 120.00 p J 0o I m " 3 �3 0) � 51 � N , -� N88'07'50"E o �U 0 P cn �'' N88'07 50 E to - CA w u, C7 3 N co N � v0i 190.90 120.00' 1 0 I W 4 0 8 12.64' r J °' Z7 125.24 N 54 �_ 14.55' UD 7 rn I cn 0D Z r C 11.45' ao c0n 0 !" O 13 o of 'n N88'07'50"E N88'0T50"E m 55 'i 0 \ \ SRS. N o W O o 120.29' to � 6 t0 " r I 120.00' P N 14' B L 5.73' N N88'07 50 E A �, N ' °' - N 7 o 68.01 37.53 52.00' 52.00' 52.00' 46.43' \ S• O• W 120.00 w -^{ I 5 0 5.19 w_ 25 p 0 ` 0 00 0 9�0g' 25 5 0 14 0 N88'07'50"E N88 07 50 E N '9 0 17.01 • 124.01' Q' N CIO - ,- - •.°j \ R! O.n �/ m 120.00 A2'a 8Q 3Q 5 SN 0 WSH LL TRAIL 589'11'34"E 313.40 X N88'07'50"E 1g. U' • °D 28.65' 55 09 'Cn 4 120.53' 00 16.43 I �1��5"E g� 19 \\ J 3 31 25 1 26 30 29 27 28 LEGEND WME = WALL & WALL MAINTENANCE EASEMENT (TO BE MAINTAINED BY THE HOA) FME = FENCE & FENCE MAINTENANCE EASEMENT EAE = EMERGENCY ACCESS EASEMENT WE = WATER EASEMENT DE = DRAINAGE EASEMENT PDE = PRIVATE DRAINAGE EASEMENT (TO BE MAINTAINED BY THE HOME OWNER) UE = UTILITY EASEMENT SSE = SANITARY SEWER EASEMENT HOA = HOME OWNERS ASSOCIATION BL = BUILDING LINE DOC. NO. = DOCUMENT NUMBER D.R.D.C.T. = DEED RECORDS, DENTON COUNTY, TEXAS M.R.D.C.T. = MAP RECORDS, DENTON COUNTY, TEXAS 0 = STREET NAME CHANGE o = 1/2" IRON ROD FOUND W/ YELLOW PLASTIC CAP STAMPED "DAA" (UNLESS OTHERWISE NOTED) • = 1/2" IRON ROD SET W/ YELLOW PLASTIC CAP STAMPED "DAA" cn N 15 r00 co rTl -< N88 -07'50"E 129.03' 11.20' 16.40' 4X J N 60�- G9 N�3 ZA 64 33 52.00 52.00 52.00 52.00'- 52.00' 34.34' S6 / A 9 Gj 11.20' 61,i rn 2 aA' G$ 49. 4.00' Z T8 q•23� � °� of _ 21• 2.71' ? �r 89 •29' a 116 ArAr 10.10 � Alat 0 � ' 6. 0's 123 162 2 N p0' -z� w 40 $ 6s 7.21' 'a; 'P �' � • qr' Z Q• i• gL o w 39 38 2 � rn rn O W o cwr A :52• 15 o c,' 37 'LCAI 36 0. Y 6x v+ 'o �0 ::.:: n -.:., .::. C 3 35 p 34 s75 32 33 POINT OF BEGINNING 16.50' 14 BL 000, 10.17 � w w w �5 ti� 50 \ N a to o to o N o 0 b N o �iS`, 42 00 , * 43 �' 0 44 N 0 45 ao � 46 0 47 w 6 -. o `9� r'�y z o 0= 0 o z 48 cin' O o�g. (BY THIS \ 1/2" IRF z z z to J PLAT) 12.84' 10' BL 12.36' ` 49 ry'� --- -- --- aw 52.00':? :?; :: ?::::5 •:.::::::..::::�- •::: :::::::::...., .;:::.::: , . ::. ro �6 2.00 ...:..::.::.52.00 ...............52,00 ... 1O• . \ \ N8901 1'34"W 305.69' 6z :::. : -:.� ?o.7� ........:.::: ti \ 1LITY EASEMENT--//::::::: 1-�:::. ro . `'� 3X \ T ET F, PAGE 271 ::: qy pt o R M.R.D. C. T.:.::::::: ^) IE ABANDONDED BY THIS PLAT) N7 • : :':::... .. � ... $ 54 30„yyrf:::::::.: ::.:.::: X98: �2...:'.::; 582.. VISTA RIDGE 20 BLOCK K, LOT 2 CAB. F, PG. 271 P.R.D.C.T. PLAT NOTES: 1. BASIS OF BEARING DERIVED FROM TEXAS STATE PLANE COORDINATES, NAD83, NORTH CENTRAL ZONE. DIRECTION FOR CONTROL ESTABLISHED THROUGH <CM1> AND <CM2> HAVING A BEARING AND DISTANCE OF N61'21'33"W, 1,132.70'. 2. ALL LOT CORNERS ARE MONUMENTED WITH A 1/2- IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "DAA". 3. "X" CUTS SET IN CONCRETE STREET PAVING AT ALL INTERSECTIONS AND POINTS OF CURVATURE. 4. ALL MEDIANS AND OPEN SPACE AREAS TO BE OWNED AND MAINTAINED BY THE HOA. 5. ALL PARKING SPACES LOCATED WITHIN OPEN SPACES SHALL BE THE RESPONSIBILITY OF THE HOA. 6. THE SUBJECT TRACT LIES WITHIN ZONE X (SHADED), AREAS OF 500 -YEAR FLOOD; AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ONE SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100 -YEAR FLOOD AND ZONE AE (HATCHED), BASE FLOOD ELEVATIONS DETERMINED AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 48113CO155 J, EFFECTIVE DATE AUGUST 23, 2001, FOR DALLAS COUNTY, TEXAS, AND INCORPORATED AREAS. 'rO BE ABANDONED SITE DATA NO. OF RESIDENTIAL LOTS = 39 TOTAL AREA = 9.269 ACRES DENSITY = 4.2 UNITS/ACRE ZONED: PD-202-RSF 29 2512 T=179.83' ,R=685.00' L=351.73' ChB=S62'52'03"E ChD=347.88' 5/8" IRF W/ YELLOW PLASTIC CAP STAMPED "CARTER & BURGESS" <CM1> 39 RESIDENTIAL LOTS 5 COMMON AREA LOTS 9.269 ACRES FINAL PLAT VILLAS AT LAKE VISTA PHASE TWO CITY OF COPPELL J.H. DONALD SURVEY - ABSTRACT NO. 1696 WM. TRIMBLE SURVEY - ABSTRACT NO. 1268 DENTON COUNTY, TEXAS SEPTEMBER 2012 SCALE: 1"=60' OWNER JBGL BF DEVELOPMENT, LLC 3131 HARVARD, STE 103 DALLAS, TEXAS 75205 214-453-0146 (PHONE) ENGINEER/SURVEYOR/APPLICANT DOWDEY, ANDERSON & ASSOCIATES, INC. 5225 Village Creek Drive, Suite 200 Plano, Texas 75093 972-931-0694 %ja'kii-,STATE REGISTRATION NUMBER: F-399 CONTACT: J. CASEY ROSS, P.E. 1 OF 2 03067-02 STATE OF TEXAS § COUNTY OF DENTON § WHEREAS JBGL BF DEVELOPMENT, LLC, a limited liability company, is the owner of a tract of land situated in the WILLIAM TRIMBLE SURVEY, ABSTRACT NO. 1268 and the J.H. DONALD SURVEY, ABSTRACT NO. 1696, City of Coppell, Denton County, Texas and being all of that tract of land described in Deed to WPC 2004 Coppell, L.P., as recorded in Document No. 2004-162166, Deed Records, Denton County, Texas and being more particularly described as follows: BEGINNING at a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" found in the common south line of said Lot 1 and north line of Lot 2, Block K of VISTA RIDGE, an Addition to the City of Coppell, Denton County, Texas according to the Plat thereof recorded in Cabinet F, Page 271, Plat Records, Denton County, Texas for the southeast corner of Lot 6X, Block A of VILLAS AT LAKE VISTA PHASE ONE, an Addition to the City of Coppell, Denton County, Texas according to the Plat thereof recorded in Cabinet W, Page 634, Plat Records, Denton County, Texas; THENCE Northerly, with the eastern lines of said VILLAS AT LAKE VISTA PHASE ONE Addition, the following six (6) courses and distances: North 16 degrees 35 minutes 35 seconds West, leaving the above mentioned common line, a distance of 155.00 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" found in the north line of Snowshill Trail, a 50 foot right—of—way; South 73 degrees 24 minutes 25 seconds West, with said north line of Snowshill Trail, a distance of 162.29 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" found for the intersection of said north line with the east line of a 15 foot alley, said point being at the beginning of a non—tangent curve to the right having a central angle of 14 degrees 43 minutes 27 seconds, a radius of 150.00 feet and a chord bearing and distance of North 09 degrees 13 minutes 53 seconds West, 38.44 feet; Northerly, leaving said north line and with said east line of a 15 foot alley and said curve to the right, an arc distance of 38.55 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" found for corner; North 01 degrees 52 minutes 10 seconds West, continuing with said east line of a 15 foot alley, a distance of 292.30 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `DAA" found for the intersection of said east line of a 15 foot alley with the south line of Cotswold Lane, a 50 foot right—of—way, of South 70 degrees 00 North 88 degrees 07 minutes 50 seconds East, leaving said east line of a 15 foot alley and with said south line of Cotswold Lane, a distance of 12.57 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `DAA" found for corner; North 01 degrees 52 minutes 10 seconds West, leaving said south line of Cotswold Lane, a distance of 75.00 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `DAA" found in the south line of Lake Vista Drive, a 70 foot right—of—way, for the northeast corner of Lot 8X, Block C of the above mentioned VILLAS AT LAKE VISTA PHASE ONE Addition; THENCE Easterly, with the southern line of said Lake Vista Drive, the following four (4) courses and distances: North 88 degrees 07 minutes 50 seconds East, leaving the above mentioned eastern lines of VILLAS AT LAKE VISTA PHASE ONE Addition, a distance of 404.35 feet to a 5/8 inch iron rod with a plastic cap stamped "CARTER & BURGESS" found for corner at the beginning of a curve to the right having a central angle of 43 degrees 42 minutes 44 seconds, a radius of 615.00 feet and a chord bearing and distance of South 70 degrees 00 minutes 48 seconds East, 457.90 feet; Southeasterly, with said curve to the right, an arc distance of 469.20 feet to a 1/2 inch iron rod with a yellow plastic cap found for corner; South 48 degrees 09 minutes 26 seconds East, a distance of 341.49 feet to a 1/2 inch iron rod found for corner at the beginning of a curve to the left having a central angle of 29 degrees 25 minutes 12 seconds, a radius of 685.00 feet and a chord bearing and distance of South 62 degrees 52 minutes 03 seconds East, 347.88 feet; Southeasterly, with said curve to the left, an arc distance of 351.73 feet to a 5/8 inch iron rod with a plastic cap stamped "CARTER & BURGESS" found in the north line of the above mentioned Lot 2 for the east corner of the above mentioned Lot 1; THENCE Westerly, with the common southern lines of said Lot 1 and the northern lines of said Lot 2, the following three (3) courses and distances: North 78 degrees 54 minutes 30 seconds West, leaving the above mentioned southern lines of Lake Vista Drive, a distance of 582.20 feet to a 1/2 inch iron rod with a yellow plastic cap stamped "DAA" found for corner; North 89 degrees 11 minutes 34 seconds West, a distance of 305.69 feet to a 1/2 inch iron rod with a yellow plastic cap stamped `DAA" found for corner; South 73 degrees 24 minutes 25 seconds West, a distance of 329.84 feet to the POINT OF BEGINNING and containing 9.269 acres or land, more or less. U_ 7 o- LL 0 0 0 M 0 0 NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, JBGL BF DEVELOPMENT, LLC, a limited liability company, does hereby adopt this plat designating the herein described property as VILLAS AT LAKE VISTA PHASE TWO, an addition to the City of Coppell, Dallas County, Texas and does hereby dedicate to the public use forever, the streets, alleys and easements shown hereon. The easements shown hereon are hereby reserved for the purpose as indicated. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and accommodation of all public utilities desiring to use or using same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the "Utility Easements" and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said "Utility Easements" for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing from all or part of its respective system without the necessity at any time of procuring the permission of anyone. This plat approved subject to all platting ordinances, rules and regulations of the City of Coppell, Texas. WITNESS MY HAND, this the ___ day of —______- 2012. JBGL BF DEVELOPMENT, LLC ,1tT.T3 Title: STATE OF TEXAS § COUNTY OF _---N__ § BEFORE ME, the undersigned, a Notary Public, on this day personally appeared --_____ of JBGL BF DEVELOPMENT, LLC, a Texas limited liability company, known to me to be the person and officer whose name is subscribed to the foregoing instrument and that he executed the same as the act of said limited liability corporation for the purpose and consideration therein expressed and in the capacity therein stated. SURVEYOR'S CERTIFICATE That I, SEAN PATTON, 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 Planning and Zoning Commission of the City of Coppell, Texas. Sean Patton Registered Professional Land Surveyor No. 5660 STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned, a Notary Public in and for the State of Texas on this day personally appeared SEAN PATTON, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the --____ day of 2012. Notary Public in and for the State of Texas Recommended for Approval: GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ____ day of __--_, 2012. Chairman, Planning and Zoning Commission Date City of Coppell, Texas Notary Public in and for the State of 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 VILLAS AT LAKE VISTA PHASE TWO, an addition to the City of Coppell, was submitted to the City Council on the ______ day of 2012, 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/her name as hereinabove subscribed. Witness my hand this M___—__ day of ___—__, 2012. City Secretary RECEIPT ACKNOWLEDGEMENT Oncor Electric Delivery Atmos Gas Verizon Time Warner Cab "Floodplain Development Permit Application No.____ with the City of Coppell Floodplain Administrator on _______Floodplain Administrator, (DATE) has been filed of 39 RESIDENTIAL LOTS 5 COMMON AREA LOTS 9.269 ACRES FINAL PLAT VILLAS AT LAKE VISTA PHASE TWO CITY OF COPPELL J.H. DONALD SURVEY N ABSTRACT NO. 1696 WM. TRIMBLE SURVEY N ABSTRACT NO. 1268 DENTON COUNTY, TEXAS OWNER JBGL BF DEVELOPMENT, LLC 3131 HARVARD, STE 103 DALLAS, TEXAS 75205 214-453-0146 (PHONE) ENGINEER/SURVEYOR/APPLICANT DOWDEY, ANDERSON & ASSOCIATES, INC. 5725 Village Creek Drive, Suite 200 Plano, Texas 75093 972-931-0694 � 4 STATE REGISTRATION NUMBER: F-399 CONTACT: J. CASEY ROSS, P.E. 2 OF 2 03067-02 U Z V) LU Q U O V) V) Q 06 Z O w D Z Q U-1 0 O CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD -258 -SF, Grapevine Springs Residential (Villas at Southwestern) P&Z HEARING DATE: October 18, 2012 C.C. HEARING DATE: November 13, 2012 STAFF REP.: Gary L. Sieb, A.LC.P., Director of Planning LOCATION: North of Southwestern Boulevard, west of Howell Street SIZE OF AREA: 3.87 acres of property CURRENT ZONING: C (Commercial) REQUEST: A zoning change 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 and to amend the Land Use Map of the Coppell 2030 Comprehensive Master Plan from "Industrial Special District' to "Residential Neighborhood". APPLICANT: Owner Engineer Vijay Borra & Ramana Juvvadi BETA, Inc. 1916 Cottonwood Valley Sri Paladugu, P.E. Irving, TX. 75038 6001 Summerside Dr. (214) 924-5169 Suite 102 Fax: not listed Dallas, TX. 75252 Email: rriuvvad(t-�,,mail.com (972) 774-1200 Fax: Not listed Email: sri(t-0etainc.us HISTORY: There has been no development activity on this parcel for years. Today, a small deteriorating vacant single-family house is on the property along with a metal storage building. TRANSPORTATION: Southwestern Boulevard is a recently improved C4U, four lane, concrete roadway contained within a variable width of right-of-way. The access to this property is through a 10 -foot access easement and 20 feet of private property. ITEM = 07 Page 1 of 4 SURROUNDING LAND USE & ZONING: North: Single-family residential; PD -108 -R -SF -9, Planned Development for single family residences South: Vacant Industrial land; LI, Light Industrial East: School Administration (Brock Center); C, Commercial West: Scattered single-family; C, Commercial COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows the property as suitable for Industrial Special District uses. This proposal would change the plan to Residential Neighborhood, and zone the property to Planned Development for residential use. DISCUSSION: This is a two-part request. Request One is to modify the Comprehensive Master Plan and allow single-family residences where the plan suggests industrial development. Request Two proposes how the property would be developed residentially if the Master Plan is amended. Regarding modification of the Master Plan, this is a difficult piece of property to develop regardless of use. Although almost four acres in size, the parcel has very limited access from a public street-- total of 30 feet width --and half the property is in the flood plain. Proposing an industrial use with 30 feet of access width and less than two acres of developable area is problematic at best. Even with residential development, an access point of less than 50 feet of right-of-way creates a challenging design exercise. However, after considering all options, it is felt a modification to the Master Plan by striking the industrial use and promoting the residential use for this tract is in the best interest of developing this parcel. With request Two (assuming there is support for modifying the Master Plan), the challenge revolves around how the property should be developed. The applicant has submitted a plan that depicts seven residential lots with common areas. The flood plain area would remain as is and have a six-foot tall decorative metal fence separating it from the residential uses. The most problematic element of the plan relates to access. As mentioned above, there is only 30 feet of access to this property and placing a street and necessary utilities in that width cannot be accomplished with a dedicated street. Therefore, this development is forced to utilize an access easement for entry to the site. This means the easement is a private drive, and any maintenance to it or the utility package within it is at the expense of the property owners. This solution to the access problem is not limited to this site. We have other similar situations in Coppell (Bellacere at one point, a pending development similar to this request, the Spires property on Deforest Road, etc.) and although we do not encourage this type of development, we have an obligation to allow a property owner to develop his property. The access easement/private drive is shown to have 24 feet of paving (back to back), mountable curbs, and a four -foot sidewalk. This design will not work. The drive needs to be a minimum of 25 feet wide with six-inch curbs. Including a four -foot sidewalk adjacent to this drive totals 30 feet, the entire width of the access drive. Therefore, modification to the plan and the subdivision plat must be made and ITEM = 07 Page 2 of 4 will be recommended as a condition of approval if the Commission supports this request. The submitted development is rather awkwardly planned. Although technically a pseudo "hammer head" is shown at the terminus of the access easement, a more desirable cul-de-sac could be accommodated and be more desirable for large vehicles like fire tricks, trash vehicles and other emergency equipment requiring large turn -around spaces. In addition, taking advantage of creek lots has been ignored by this plan, and the parking spaces at the ends of the hammer head are difficult to maneuver. Also, deeper lots would be desirable where this property connects to the school district parking lot on the south end. Deeper lots at this location would allow for additional screening of the residential property from the parking lot and create a more liveable and desirable lot. Staff has addressed these issues with an alternative plan (attached) presented to the applicant during our review. Our plan was rejected and the concept of T'astu was explained by the potential developer of this property. We were informed that all lots had been sold to Indian buyers and T'astu was very important to the purchasers. As explained, T'astu beliefs suggest lots need to be as rectangular as possible, creating building sites that lend themselves to certain interior activity areas reflective of the T'astu concept. That being stated, this proposal meets the developer's objective. Although we do not believe the plan is the most efficient from a land use planning perspective, as submitted, the development could be approved, even with the awkwardly designed hammer head. The cumbersome parking spaces at the hammer head ends should not be allowed. Our final staff comment relates to spelling of the access drive. As a general rile we do not allow streets to be named after individuals. When we do it's after they have died. You will note that one of the owners of this parcel has a last name of Borra. We recommend the access road be named Bora Court (only one name is needed) with one "r" which would end any conflict with our street naming policy. Taking all comments generated above, and statements made during the development review process, we cannot endorse this design. We feel a use change and modification of the Master Plan is in order, but wish a more creative planned development design had been submitted. As professional planners who recognize there are many ways to develop land, we feel this is less than an optimum solution. However, in review of subdivision requirements and standards, this plan meets our minimums and could be approved as a Planned Development project. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is taking a neutral position on the proposal. We believe the Master Plan amendment can be APPROVED, but we feel the plan for development of this parcel does not conform to sound land use planning. We do admit, however, that if approved as submitted, this development could be built. If approved, the plan should be subject to the following conditions: 1. Change spelling of access drive to Bora and use this one name throughout the subdivision; correct on all exhibits 2. Eliminate parking spaces at the ends of the hammer heads 3. Access drive needs a minimum 25 foot width with standard curb detail and a 4 foot sidewalk ITEM = 07 Page 3 of 4 4. This plan should show 3 common areas ("x" lots), with lx 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 5. Southwestern Boulevard is a variable width R.O.W. 6. Section showing 24 foot entry needs correction to 25 feet, standard curb and sidewalk detail 7. Modify Condition 11 as it relates to the entry area; once inside the project (approximately 200 feet) transition to mountable curbs can be used 8. A $1285 park development fee per lot needs to be paid prior to constriction 9. A tree removal permit prior to start of constriction is required ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Staff Alternative Development Concept 2. Sheet 1 Cover Sheet 3. Sheet 2 Detailed Site Plan 4. Sheet 3 Tree Survey/Typical Elevations 5. Sheet 4 Landscape Plan ITEM = 07 Page 4 of 4 ZONED PO -108-H �tt� d ST. L471119 a SCDIJTHWE,STERN RAILROAD �y -WA COMMO REA 2X IRF (CM) G,3P'AARDKDINI'TGIO NAL M17 PAG fL (vX20) i vI P� L.EASEWNT I VIJAYA K. SORRA & RAMANA JUIVVADI J D.C.C. INST. NO. 201200131254 P.R.D.C.T. TRACT I FEMA 100YR FLOOD ELEVATION 00 OP 00, .0- 4- \A SO 92 ZONE AE per FIRM PANEL NO. F. 48113G0 I 16 J Dated 0812,312001 FEMA 100 YR FLOOD ELEVATION 10 IRE IW) Dalf1jeLl 80W 6 ocs� 9 sol- Volume 9,1002, Pago 2212 7D R,D C, T! Dan" C. Soto Called: 1.321 Acres, Volume 2003106, Page 25482 ZONEDCOMMERCIAL Called 4u 42 Acres q 6 ADMTIONAL Gq-111 PARKING.% 19'X20') ix ZONVO PD., 0SR4F-9 E:t�� 5AN, kWE SEP-P.1pop 01111`11� ,CK 25'DIRAINAGE VOL"MIE 91121 P(0�-.R D.C.T. 11�11F1 5F I ASr ENT PA E 100 6 N' SF �kx. 945 '�' " Y F v T25'BUILDJNG LM I w (Typ) 3 4 SID^ FNCEW '6 Y5 SE 6447 5f C 6448 SF 9 + i 78W SW 6. W 0 Y iq PARKING 15'T --SUUMWE$M MAH. �'OX BLVD,--- finn' P n xA/ FH 112' 1 R C ... — GU Called 0.59 Acres Pp ANTENNA 112" tRF (CM)'If CT Ilff rO P'V T� V2"IRF P Afaluene 94992', page 2 Coppell lndC�3f,�dent Schod Distrid a led 0. 108 Acms ZONED COMMERCIAL iF volume 95033, Page 279 3V ROW r ZONED COMMERCIAL V2" IRE Cappell Independent Sohoo$ District Called 1.00 Acres Volume 95033, Page 279, D.R.D.CJ. 4. 1 D8,55 5quare' rrc'�'t 15'Drainage EasemenR voloiriv 9'12,11, Page 1011 R, cr tyfE &ment Agroemew DAJ),G,T� j a as w [ e I Volume 87087, Pago 39,d7 EXISTING GRAVEL ROAD & Called 2a' Strap I PP V-Wrno 83140, Page, 5279 TO BE REK40VED 4-W a w 112" PRF (CU GUY 112- lRF (CMI --SUUMWE$M MAH. �'OX BLVD,--- finn' P n xA/ FH ZONING CHANGE APPLICATION AND PD FOR VILLAS OF SOUTHWESTERN 272 SOUTHWESTERN BLVD LOTS 1-7, CITY OF COPPELL DALLAS COUNTY, TEXAS 0 a SITE LOCATION o w � Z a w NORTH DART T lL SOUTHWEST RN BLVD. Lu BELT LINE RD. E. Lu Q U I fl� D- u GR� X U �— w �— O GATEWAY BLVD. w Q�J ctf ��Pry LL AIRLINE Z J ti Lu m S L WRANGLER J VICINITY MAP INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE 2 DETAILED SITE PLAN 3 EXISTING TREE SURVEY 4 DETAILED LANDSCAPE PLAN c ol D a� D r x w 0) c O N a U L N Q O N N c 0 J O L L O m ZONED PD -108-H E:: TRE55EL ST. LOUIS 8, SOUTHWESTERN RAILROAD 10 32 9 J5 B-5-27 504,20 2 ADDITIONAL 1/2" IRF (CM)PARKING -- D.R.D.C•T. ------ ------------------------ --------------- 14'X20') 3 15' T.P.&L. EASEMENT VOLUME 712--- PAGE 1 ------------- O ---------------------------- --------------- �OOo0 15 y 01 VIJAYA K. BORRA & RAMANA JUVVADI ,,, �o E::: ZONED PD -108R -SF -9 25' DRAINAGE EASEMENT VOLUME 91211, PAGE 1011 D.R.D.C.T. POINT OF BEGINNIN 1/2" IRF (CM) N 85° 27 32.21' E 103.37' 15' T.P.&L. EASEMENT ---------- ----103.05' ----------------------------- 25'SETBACK z 0 7 I 9940 SF 510 20' SAN. SEWER EASEMENT VOLU68079, PAGE 100 D.C.C.INST. NO. 201200131254 �� s� D.R.D.C.T. L P. R. D.C.T. N 90° 0'0.00" E 120.4774 0 � ��TRACT I = 27 010�G S' 20' '�,*G PPS\ � TYP QOG`� FEMA 100 YR FLOOD ELEVATION = 505 FT �Q �S 0 (�`�0 000 005 7854 SF � O J O 8.0' OTYP S� On \ ZONE AE per FIRM PANEL NO. 0��0 13C'� 'y N 90° 0'0.00" E 141.3436 48113C0115 J Dated 0812312001 ' O Q� 6 AD ONAL \ o GAP P ING ' — 'X20' 6 FT DECORATIVE METAL FENCING WITH GATE FEMA 100 YR FLOOD ELEVATION = 505 FT �zl- COMMON A 1X 41687 SF 1/2" IRF (CM) O / SOS 1/2" IRF (CM) SOO ER�PSGE�� / N SES o� 91\ 2 � o�vM�os�o G O� O Daniel C. Soto Called 1.321 Acres Volume 2003106, Page 25482 D.R.D.C.T. rkaI►14 extra] L! ILT 14 T01 F-11 124' 0 �g30 o3" S Daniel C. Soto Volume 94002, Page 2212 D.R.D.C.T. Called 0.42 Acres 1/2" IRF iR CJT 0 EXISTING GRAVEL ROAD TO BE REMOVED 4- / 46'SET BACK 8258 SFN 90, 01 0.il W 104.3 1' a ll 10 LEGEND SITE DATA TABLE N 89° 44'35.11" E 8111.48' >0(,W,W,W METAL FENCE I FONT 25' BUILDING LIN TRACY MANHOLE O BUILDING SET BACK LINE 8' (TYP) - CENTERLINE OF PROPOSED ROAD O 0 O _ O N NUMBER OF LOTS 7 A 4 a 6447 SF C 4,6 6005 SF LU103 W V N 10925 SF z MINIUM LOT DEPTH 103 FEET Z I 11 C° (EXCEPT LOT1) 4111 SIDEWALK a 0 Z MINIMUM FLOOR ELEVATION 512 FEET m MAXIMUM LOT COVERAGE 45% 1/2" IRF Called 0.59 Acres S 89 58'47.78" W 60.00' S 89° 58'47.78" W 60.57' 119°5 8 8 48 9 N 89° 2' 23.59"W 80.89' FRONT YARD 25 FEET 5 89.0\24" W 1/2" IRF (CM) 15 FEET (FOR LOTS 2 & 5) 1/2" IR REAR YARD 20 FEET Daniel C. Soto 100 YR FLOOD ELEVATION 505 FEET Called 0.14 Acres Volume 94002, Page 2212 D.R.D.C.T. ZONED COMMERCIAL 24' B -B 1/2" IRF iR CJT 0 EXISTING GRAVEL ROAD TO BE REMOVED 4- / 46'SET BACK 8258 SFN 90, 01 0.il W 104.3 1' a ll 10 z 0 V O a O O CD O N o Lo O O O 0 O m c� m Z N N P 0 N m r Z M O� m Z I' n O mpg 2D n O 00 D vv nO �O Z 2 ADDITIONAL PARKING (14'X20') 15' DRAINAGE EASEMENT VOLUME 91211, PAGE 1011 D.R.D.C.T. LL -r 1/2 IRF (CM) 1/2" IRF (CM) O E L mAC PAD i Y 18. A' 19 PARKING X0.0 1/2" IRF (CM) GUY C ) O\1 z PP ANTENNA AC PAD Lu CONCRETE ,LULU PAVEMENT F (CM) I Q P ,w \ G� Coppell Independent School District 15' 1 Called 0.108 Acres Volume 95033, Page 279 1LCO O D.R.D.C.T. ' V) O ZONED COMMERCIAL rU.1 O O Coppell Independent School District ' U O O O Called 1.00 Acres co o Q C-0 CD Volume 95033, Page 279, D.R.D.C.T. y Q ° 4, 1 98.88 5,:quare Feet O D (0.096 Acres) 15' Drainage Easement 15 Volume 91211, Page 1011 ' R 1 E A D.R.D.C.T. 9' STAMPED CONCRETE 1/2" IRF (C 1 eci proca asement greement Volume 87087, Page 3937 1 0' & Called 20' Strip J PP Volume 83140, Page 5279 LU D.R.D.C.T. °C 8 89°51'33" W ,LL GUY 20\\ 1/2" IRF (CM) ;E. ELY Scale: 1" = 40' 40 80 120 160 200 0 20 GENERAL NOTES FOR SURVEY: 1. BASIS OF BEARINGS: The Easterly Line of TRACT I, described in Dallas, County Clerk's Instrument Number 201200131254 as, SOUTH 00'20'07" EAST, D.R.D.C.T. 2. A Portion of this Property lies in FLOOD ZONE AE as shown on FIRM Rate Map for Dallas County, Texas, and Incorporated Areas, Panel Number 48113CO155 J, with an effective Date of August 12, 2001. 3. Geodetic Control Bench Mark #13: City of Coppell 3" Aluminum Disk (BM #13) located on top of inlet on the North Side of Southwestern Blvd. approximately 263 Ft. West of Coppell Rd. ELEVATION = 516.87 FT. 4. This SURVEY performed without benefit of Title Commitment. PD CONDITIONS: 1. AN ALLEY WAIVER REQUESTED WITH THIS ZONING APPLICATION. VARIANCE REQUESTED TO SUBDIVISION ORDINANCE APPENDIX C SECTION 1.A.10. 2. A CUL-DE-SAC VARIANCE IS REQUESTED WITH THIS ZONING APPLICATION. VARIANCE REQUESTED TO SUBDIVISION ORDINANCE APPENDIX C SECTION 1.A.8. HAMMERHEAD STREET IS USED HERE. 3. LOT 4 AND LOT 7 MUST BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM. 4. ALL STREET PAVING, PARKING AREAS, FENCE, SIDEWALKS AND COMMON AREAS SHALL BE THE MAINTENANCE RESPONSIBILITY OF THE HOA. S. A TREE REMOVAL PERMIT MUST BE ISSUED BY THE CITY PRIOR TO THE COMMENCEMENT OF ANY ON-SITE GRADING. 6. ALL SIDEWALKS SHALL ADHERE TO ADA STANDARDS. 7. DIMENSIONS ARE BACK TO BACK UNLESS OTHERWISE NOTED. 8. THE LOT NUMBER DESIGNATION " X" SIGNIFIES A COMMON AREA LOT. 9. ON -STREET PARKING SHALL BE PROHIBITED ALONG PROPOSED STREETS. HOME OWNERS HAVE TO USE PARKING LOTS WHICH ARE ADDED SEPARATELY. 10. A SIX FEET DECORATIVE METAL FENCE WITH GATE SHALL BE CONSTRUCTED ALONG THE CREEK TO PROTECT THE WOODED AREA VIEW. 11. ALL CURBS SHALL BE MOUNTABLE. 12. AN AMENDMENT TO CHANGE COMPREHENSIVE MASTER PLAN IS REQUESTED: FROM INDUSTRIAL DISTRICT TO RESIDENTIAL DISTRICT NEIGHBORHOOD. n MIN 46' r� VARIESVARIES 28' B -B I 6" 13.5 135- TRAVEL 35'TRAVEL LANE TRAVEL LANE VARIES 1 2� MAX 4 PROPOSED PROPOSED SIDEWALK SIDEWALK 8" THICK REINFORCED CONCRETE PAVEMENT, THICK, 6% LIME 4000 PSI COMP, STRENGTH AT 28 DAYS, STABILIZED SUBGRADE WITH #4 BARS AT 18' O,C,E,W, (OR 40 LBS/SY) TYPICAL SECTION INSIDE COMMUNITY (6" CROWN) (N, T, S,) 24' B -B 11,5' TRAVEL LANE 11,5' TRAVEL LANE L$" THICK, 6% LIME 8" THICK REINFORCED CONCRETE PAVEMENT, STABILIZED SUBGRADE 4000 PSI COMP, STRENGTH AT 28 DAYS, (OR 40 LBS/SY) WITH #4 BARS AT 18" O.C.E.W. TYPICAL SECTION AT ENTRANCE (6" CROWN) (N, T. S,) c MA Box SOUTHWESTERN 19+00 �L.�© 2D+00 ----I---------------21 �-0--------------f--------------22{00--------------J _ _ _ _ _ _ _ _ _ F _ _ _ _ _,_ _ _ (100' R.O.W.) 19+00 18+00 —i WV \ FH DRIVEWAY ENTRANCE ENLARGED VIEW IROPOSED SIDEWALK GRADE TO MATCH EXIST, GROUND 4:1 MAX. 1/4"/FT, MIN, SITE J LOCATION NORTH DART )� SOUTHWEST RN BLVD, w l a BELT LINE RD. E. GATEWAY BLVD Z la �P AIRLINE O WRANGLER 091 \I VICINITY MAP N. T. 5. LEGEND SITE DATA TABLE DART RAIL TRACK >0(,W,W,W METAL FENCE I FONT 25' BUILDING LIN E MANHOLE ' BUILDING SET BACK LINE 8' (TYP) - CENTERLINE OF PROPOSED ROAD SANITARY SEWER EASEMENT R 1/2" IRF (CM) LOTS/ACRE GROSS 1.80 LOT LINE NUMBER OF LOTS 7 3 0 4 a 6447 SF 6448 SF 4,6 6005 SF MINIUM LOT DEPTH 103 FEET Z I 11 C° (EXCEPT LOT1) 4111 SIDEWALK a 0 a MINIMUM FLOOR ELEVATION 512 FEET MAXIMUM LOT COVERAGE 45% MAXIMUM HEIGHT 35 FEET S 89 58'47.78" W 60.00' S 89° 58'47.78" W 60.57' 119°5 8 8 48 9 S 89° 58'47.78" W 60.00' z 0 V O a O O CD O N o Lo O O O 0 O m c� m Z N N P 0 N m r Z M O� m Z I' n O mpg 2D n O 00 D vv nO �O Z 2 ADDITIONAL PARKING (14'X20') 15' DRAINAGE EASEMENT VOLUME 91211, PAGE 1011 D.R.D.C.T. LL -r 1/2 IRF (CM) 1/2" IRF (CM) O E L mAC PAD i Y 18. A' 19 PARKING X0.0 1/2" IRF (CM) GUY C ) O\1 z PP ANTENNA AC PAD Lu CONCRETE ,LULU PAVEMENT F (CM) I Q P ,w \ G� Coppell Independent School District 15' 1 Called 0.108 Acres Volume 95033, Page 279 1LCO O D.R.D.C.T. ' V) O ZONED COMMERCIAL rU.1 O O Coppell Independent School District ' U O O O Called 1.00 Acres co o Q C-0 CD Volume 95033, Page 279, D.R.D.C.T. y Q ° 4, 1 98.88 5,:quare Feet O D (0.096 Acres) 15' Drainage Easement 15 Volume 91211, Page 1011 ' R 1 E A D.R.D.C.T. 9' STAMPED CONCRETE 1/2" IRF (C 1 eci proca asement greement Volume 87087, Page 3937 1 0' & Called 20' Strip J PP Volume 83140, Page 5279 LU D.R.D.C.T. °C 8 89°51'33" W ,LL GUY 20\\ 1/2" IRF (CM) ;E. ELY Scale: 1" = 40' 40 80 120 160 200 0 20 GENERAL NOTES FOR SURVEY: 1. BASIS OF BEARINGS: The Easterly Line of TRACT I, described in Dallas, County Clerk's Instrument Number 201200131254 as, SOUTH 00'20'07" EAST, D.R.D.C.T. 2. A Portion of this Property lies in FLOOD ZONE AE as shown on FIRM Rate Map for Dallas County, Texas, and Incorporated Areas, Panel Number 48113CO155 J, with an effective Date of August 12, 2001. 3. Geodetic Control Bench Mark #13: City of Coppell 3" Aluminum Disk (BM #13) located on top of inlet on the North Side of Southwestern Blvd. approximately 263 Ft. West of Coppell Rd. ELEVATION = 516.87 FT. 4. This SURVEY performed without benefit of Title Commitment. PD CONDITIONS: 1. AN ALLEY WAIVER REQUESTED WITH THIS ZONING APPLICATION. VARIANCE REQUESTED TO SUBDIVISION ORDINANCE APPENDIX C SECTION 1.A.10. 2. A CUL-DE-SAC VARIANCE IS REQUESTED WITH THIS ZONING APPLICATION. VARIANCE REQUESTED TO SUBDIVISION ORDINANCE APPENDIX C SECTION 1.A.8. HAMMERHEAD STREET IS USED HERE. 3. LOT 4 AND LOT 7 MUST BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM. 4. ALL STREET PAVING, PARKING AREAS, FENCE, SIDEWALKS AND COMMON AREAS SHALL BE THE MAINTENANCE RESPONSIBILITY OF THE HOA. S. A TREE REMOVAL PERMIT MUST BE ISSUED BY THE CITY PRIOR TO THE COMMENCEMENT OF ANY ON-SITE GRADING. 6. ALL SIDEWALKS SHALL ADHERE TO ADA STANDARDS. 7. DIMENSIONS ARE BACK TO BACK UNLESS OTHERWISE NOTED. 8. THE LOT NUMBER DESIGNATION " X" SIGNIFIES A COMMON AREA LOT. 9. ON -STREET PARKING SHALL BE PROHIBITED ALONG PROPOSED STREETS. HOME OWNERS HAVE TO USE PARKING LOTS WHICH ARE ADDED SEPARATELY. 10. A SIX FEET DECORATIVE METAL FENCE WITH GATE SHALL BE CONSTRUCTED ALONG THE CREEK TO PROTECT THE WOODED AREA VIEW. 11. ALL CURBS SHALL BE MOUNTABLE. 12. AN AMENDMENT TO CHANGE COMPREHENSIVE MASTER PLAN IS REQUESTED: FROM INDUSTRIAL DISTRICT TO RESIDENTIAL DISTRICT NEIGHBORHOOD. n MIN 46' r� VARIESVARIES 28' B -B I 6" 13.5 135- TRAVEL 35'TRAVEL LANE TRAVEL LANE VARIES 1 2� MAX 4 PROPOSED PROPOSED SIDEWALK SIDEWALK 8" THICK REINFORCED CONCRETE PAVEMENT, THICK, 6% LIME 4000 PSI COMP, STRENGTH AT 28 DAYS, STABILIZED SUBGRADE WITH #4 BARS AT 18' O,C,E,W, (OR 40 LBS/SY) TYPICAL SECTION INSIDE COMMUNITY (6" CROWN) (N, T, S,) 24' B -B 11,5' TRAVEL LANE 11,5' TRAVEL LANE L$" THICK, 6% LIME 8" THICK REINFORCED CONCRETE PAVEMENT, STABILIZED SUBGRADE 4000 PSI COMP, STRENGTH AT 28 DAYS, (OR 40 LBS/SY) WITH #4 BARS AT 18" O.C.E.W. TYPICAL SECTION AT ENTRANCE (6" CROWN) (N, T. S,) c MA Box SOUTHWESTERN 19+00 �L.�© 2D+00 ----I---------------21 �-0--------------f--------------22{00--------------J _ _ _ _ _ _ _ _ _ F _ _ _ _ _,_ _ _ (100' R.O.W.) 19+00 18+00 —i WV \ FH DRIVEWAY ENTRANCE ENLARGED VIEW IROPOSED SIDEWALK GRADE TO MATCH EXIST, GROUND 4:1 MAX. 1/4"/FT, MIN, SITE J LOCATION NORTH DART )� SOUTHWEST RN BLVD, w l a BELT LINE RD. E. GATEWAY BLVD Z la �P AIRLINE O WRANGLER 091 \I VICINITY MAP N. T. 5. LEGEND SITE DATA TABLE DART RAIL TRACK >0(,W,W,W METAL FENCE — X — X 8' WOOD FENCE OS.S. MANHOLE BUILDING SET BACK LINE — - — - CENTERLINE OF PROPOSED ROAD SANITARY SEWER EASEMENT R 1/2" IRF (CM) LOTS/ACRE GROSS 1.80 LOT LINE SITE DATA TABLE EXISTING ZONING COMMERCIAL PROPOSED ZONING PD -258 -SF GROSS SITE AREA 3.87 ACRES LOT AREA 1.28 ACRES LOTS/ACRE GROSS 1.80 NUMBER OF LOTS 7 AVERAGE LOT SIZE 7982 SF MINIMUM LOT SIZE 6005 SF MINIMUM LOT WIDTH 60 FEET MINIUM LOT DEPTH 103 FEET (EXCEPT LOT1) MINIMUM DWELLING SIZE 2225 SF MINIMUM FLOOR ELEVATION 512 FEET MAXIMUM LOT COVERAGE 45% MAXIMUM HEIGHT 35 FEET MAXIMUM STORIES 2 STORIES MINIMUM SETBACKS FRONT YARD 25 FEET SIDE YARD 8 FEET 15 FEET (FOR LOTS 2 & 5) REAR YARD 20 FEET 100 YR FLOOD ELEVATION 505 FEET TRE55EL SOUTHWESTERN BLVD. (100' R.O.W.) R T10 TREE NO. SIZE SCIENTIFIC NAME COMMON NAME T1 15" PROSOPIS GLANDULOSA HONEY MESQUITE T2 10" CELTIS LAEVIGATA SUGARBERRY T3 2-8" CELTIS LAEVIGATAS SUGARBERRY T4 8" CELTIS LAEVIGATA SUGARBERRY T5 2-8" CELTIS LAEVIGATA SUGARBERRY T6 10" CELTIS LAEVIGATA SUGARBERRY T7 2-8" CELTIS LAEVIGATAS SUGARBERRY T8 8" CELTIS LAEVIGATA SUGARBERRY T9 6" CELTIS LAEVIGATA SUGARBERRY T10 6" CELTIS LAEVIGATA SUGARBERRY T11 18" PROSOPIS GLANDULOSA HONEY MESQUITE T12 12" CELTIS LAEVIGATA SUGARBERRY T13 8" CELTIS LAEVIGATA SUGARBERRY T14 10" CELTIS LAEVIGATA SUGARBERRY T15 10" CELTIS LAEVIGATA SUGARBERRY T16 12" CELTIS LAEVIGATA SUGARBERRY T17 8" ULMUS CRASSIFOLIA CEDAR ELM T18 6" ULMUS CRASSIFOLIA CEDAR ELM T19 6" CELTIS LAEVIGATA SUGARBERRY T20 10" ULMUS CRASSIFOLIA CEDAR ELM T21 6" CELTIS LAEVIGATA SUGARBERRY T22 6" CELTIS LAEVIGATA SUGARBERRY T23 2-15" CELTIS LAEVIGATAS SUGARBERRY T24 24" ULMUS AMERICANA AMERICAN ELM T25 3-24" ULMUS AMERICANAS AMERICAN ELM T26 12" QUERCUS VIRGINIANA LIVE OAK T27 12" ULMUS AMERICANA AMERICAN ELM T28 24" PROSOPIS GLANDULOSA HONEY MESQUITE T29 12" & 20" ULMUS AMERICANAS AMERICAN ELM T30 20" POPULUS DELTOIDES EASTERN COTTONWOOD T31 14" ULMUS AMERICANA AMERICAN ELM T32 6" CELTIS LAEVIGATA SUGARBERRY T33 12" ULMUS AMERICANA AMERICAN ELM T34 10" ULMUS AMERICANA AMERICAN ELM T35 6" CELTIS LAEVIGATA SUGARBERRY T36 12" CELTIS LAEVIGATA SUGARBERRY T37 12" CELTIS LAEVIGATA SUGARBERRY T38 6" CELTIS LAEVIGATA SUGARBERRY T39 15" CELTIS LAEVIGATA SUGARBERRY T40 15" CELTIS LAEVIGATA SUGARBERRY T41 6"&10" CELTIS LAEVIGATAS SUGARBERRY T42 6" CELTIS LAEVIGATA SUGARBERRY T43 10" CELTIS LAEVIGATA SUGARBERRY T44 10" CELTIS LAEVIGATA SUGARBERRY T45 8" CELTIS LAEVIGATA SUGARBERRY T46 10" CELTIS LAEVIGATA SUGARBERRY T47 8" CELTIS LAEVIGATA SUGARBERRY T48 8" CELTIS LAEVIGATA SUGARBERRY T49 6" CELTIS LAEVIGATA SUGARBERRY T50 6" CELTIS LAEVIGATA SUGARBERRY TOTAL TREES ON DEVELOPED SITE = 50 TOTAL TREES REMOVED = 8 TOTAL TREES PRESERVED = 42 TYPICAL ELEVATIONS Scale: 1" = 40' a0 80 120 150 200 0 2a LEGEND C.M. = CONTROLLING MONUMENT P.O.B. = POINT OF BEGINNING I.R.F.= IRON REBAR FOUND I.R.S. = IRON REBAR SET MEA. = MEASURED R = IRON REBAR O= IRON PIPE O= ALUMINUM MONUMENT O= FLOODWAY MONUMENT = CENTER LINE TREES TO BE REMOVED 0 = TREES TO PRESERVE c T N L 7 N N N L O C O x W D L x w 0) C .0 O N a U L N Q O N N C 0 J O L L O m TRE55EL SOUTHWESTERN BLVD. (100' R.O.W.) Scale: 1" = 40' PLANTING NOTES '° in "° a� 1. USE 1/8"X4"STEEL EDGING (PAINTED GREEN). 2. USE 3"OF SANDY LOAM AND 3"OF ORGANIC MULCH FOR BED PREPARATIONS. ROTOTILL BED MIX TO THE DEPTH OF 12"MINIMUM. 3. HYDROMULCH ALL THE LAWN AREAS WITH BERMUDA GRASS. REPLACE ALL EXISTING LAWN AREAS DAMAGED IN THE CONSTRUCTION PROCESS WHEREVER NEEDED. 4. TOP DRESS ALL THE PLANTING BED AREAS WITH 2"DEEP HARD WOOD MULCH, AFTER THE PLANTING OPERATIONS. 5. ALL THE PLANTING BED AND LAWN AREAS TO HAVE AUTOMATIC IRRIGATION SYSTEM AS PER STATE OF TEXAS & CITY OF COPPELL'S CODES AND REQUIREMENTS. 6. THE PROPOERTY OWNER IS RESPONSIBLE FOR REGULAR WEEDING, MOWING, IRRIGATION, FERTILIZING, PRUNING, AND OTHER MAINTENANCE OF ALL PLANTINGS. COMMON AREA LANDSCAPING SHALL BE MAINTAINED BY HOA. THE REQUIRED LANDSCAPING MUST BE MAINTAINED IN A HEALTHY GROWING CONDITION AT ALL TIMES. 7. PROTECTION FENCE: ALL PRESERVED TREES SHALL HAVE FENCING LOCATED APPROXIMATELY AT THE TREE'S DRIP LINE. GENERAL NOTES: 1. QUANTITIES SHOWN ON PLANT LIST ARE LANDSCAPE ARCHITECTS ESTIMATE ONLY AND SHOULD BE VERIFIED PRIOR TO BIDDING. CONTRACTOR SHALL BE RESPONSIBILE FOR BIDDING AND PROVIDING QUANTITY OF PLANTS REQUIRED AT SPACING DESIGNATED FOR BED SIZES AND CONFIGURATIONS SHOWN ON PLANS REGARDLESS OF QUANTITIES DESIGNATED ON PLANT LIST. 2. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK. 3. CONTRACTOR RESPONSIBLE FOR MAINATENANCE OF ALL PLANT MATERIAL UNTIL PROJECT ACCEPTANCE. 4. ALL CONTAINER GROWN PLANTS TO HAVE FULL, VIGOROUS ROOT SYSTEM, COMPLETELY ENCOMPASSING CONTAINER. PLANT SCHEDULE QTY ABV. COMMON NAME SCIENTIFIC NAME SIZE REMARKS TREES 7 LO Live Oak 4 HRLO Highrise Live Oak 9 WAX MYRTLE 5 CO Chinquapin Oak 3 BC Bald Cypress 1 GA Green Ash 7 RO Texas Red Oak 7 LBE Lace Bark Elm 3 RB Redbud 3 DW Desert Willow (Babba) 3 CM Crape Myrtle (red) 1 LGM Little Gem Magnolia SHRUBS Quercus virginian Quercus virginian QVTIA Quercus muhlenbergi Taxodium disticum Fraxinus pennssylvanica Quercus shumardii "Texans" Ulmus pervifolia sempervirens Circis canadensis Chilopsis linearis Lagerstroemia indica Magnolia grandiflora 3" Caliper 12'-14' ht., 5'-6' sp., single trunk, full. 3' Caliper 14'-16' ht., 5'-6' sp., single trunk, full. 3" Caliper 10'-12' ht., 5-'6' sp., single trunk, full. 3" Caliper 14'-16' ht., 5'-6' sp., single trunk, full. 3" Caliper 12'-14' ht., 5'-6' sp., single trunk, full. 3" Caliper 14'-16' ht., 5'-6' sp., single trunk, full. 3' Caliper 12'-14' ht., 5'-6' sp., single trunk, full. 2" Caliper 8'-10' ht., 5-6' sp, full matching 8'-10' ht., 5-6' sp, full matching 8-10"ht., 4-5' sp., 3 -trunk, full matching 6-8' ht., 4-5' sp., full. 9 WM Wax myrtle Myrica pucilla 5 gal. full pot; well rooted. 13 NRSH NRS Holly Ilex X NRS 7 gal. 48" ht., 24" sp., full pot; well rooted. PERENNIALS, GROUNDCOVER, ORNAMENTAL GRASS & LAWN Lawn Bermudagrass Cynodon dactylon Hydromulched / Solid sod L D C- X x w 0) C .0 O N a U L N Q O N N C J O L L O M a N O M N .. \ ti M N \ OO .. CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Grapevine Springs Residential (Villas of Southwestern), Preliminary Plat P&Z HEARING DATE: October 18, 2012 C.C. HEARING DATE: November 13, 2012 STAFF REP.: Gary L. Sieb, Director of Planning LOCATION: North of Southwestern Boulevard, west of Howell Street SIZE OF AREA: 3.87 acres of property CURRENT ZONING: C (Commercial) REQUEST: A preliminary plat to subdivide property to permit the development of seven (7) single-family lots and three (3) common area lots. APPLICANT: Owner Engineer Vijay Borra & Ramana Juvvadi BETA, Inc. 1916 Cottonwood Valley Sri Paladugu, P.E. Irving, TX. 75038 6001 Summerside Dr. (214) 924-5169 Suite 102 Fax: not listed Dallas, TX. 75252 Email: rrjuvvadL&,gmail.com (972) 774-1200 Fax: not listed Email: sri��betainc.us HISTORY: There has been no development activity on this parcel for years. Today, a small deteriorating vacant single family house is on the property along with a metal storage building. TRANSPORTATION: Southwestern Boulevard is a recently improved C41J, four lane, concrete roadway contained within a variable width right-of-way. The access to this property is through a 10 -foot access easement and 20 feet of private property. ITEM = OR Page 1 of 3 LAND USE & ZONING: North: Single-family residential; PD -108R -SF -9, Planned Development for single family residences South: Vacant Industrial land; LI, Light Industrial East: School Administration building (Brock Center); C, Commercial West: Scattered single family; C, Commercial COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows the property as suitable for Industrial Special district uses, hence the request to alter the Master Plan. DISCUSSION: This is a very difficult case to evaluate as discussed in the zoning request for this same piece of property. The tract does not lend itself well to any type of industrial use (as suggested by the Master Plan) because of its inadequate access and small useable size. Limiting it to residential development seems the best, least intensive long term use because of its isolation and access to useable open space along Grapevine Creek. Platting is a challenge because there is not enough land width to dedicate a residential street, and the religious/cultural beliefs of the owner dictate the rectangular shape of the individual lots. If all things were equal, platting with a slightly substandard cul-de-sac, the provision of parking bays, the fencing of the creek area, and platting lots with creek access would result in a subdivision that more closely emulates the standards outlined in our subdivision ordinance (see attached staff generated alternative plan). However, the applicant insists upon a subdivision that relates to his Indian heritage and an Indian land use principle that dates back hundreds of years. Specifically the practice of T'astn in Indian culture recommends rectangular lots so houses built upon them can provide interior spaces with the proper sun/directional orientation to promote the beliefs of its Indian residents. The applicant has stated that all seven lots are sold to Indian purchaser and they were sold with the understanding that the platted lots would be as basically outlined on the subdivision plat being considered this evening. Based upon that comment, and the fact that the subdivision could be developed as submitted -acknowledging that this proposal is not the most efficient way to plat—staff has no strong reason to recommend denial. That said, we neither support nor reject the proposal. Although the plat as submitted does not reflect the best of subdivision practice, the proposal is developable in its suggested form. In summary, the property can be developed as submitted by the applicant, although some modification to the plat needs to be undertaken. Those modifications are listed as conditions for approval. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending neither APPROVAL nor DENIAL of this subdivision plat for the reasons discussed above. If approved by the Commission, the following conditions need to be included: 1. There will be additional comments during detailed engineering review 2. Provide a looped waterline system 3. Correct the street name to Bora Court; use it for entire subdivision 4. Change Southwestern Boulevard to a variable width street r.o.w. 5. Remove each of the two parking space bays at the ends of the hammer head ITEM = OR Page 2 of 3 6. Change PD Condition 11 to indicate a 25 foot access easement with 6 inch curbs for first 200 feet of access length with 4 foot sidewalk; mountable curbs can be used on interior of project 7. Identify 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 8. A $1285 park development fee per lot to be paid prior to constriction 9. A tree removal permit prior to start of constriction is required ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ATTACHMENTS: 1. Subdivision Plat 2. Staff alternative plat possibility ITEM = OR Page 3 of 3 1/2" IRF (CM) 1/2" IRF (CM) i I I ' ' ' ' 25' DRAINAGE EASEMENT TRE55EL VOLUME 91211, PAGE 1011 D.R.D.C.T. POINT OF BEGINNING ST. LOUIS 8, SOUTHWESTERN RAILROAD 1/2" IRF (CM) 100' RIGHT-OF-WAY N 85' 27' 32.21" E 103.37' 15' T.P.&L. EASEMENT -- L/ ------- 2 11 E 2 ADDITIONAL --- 5 0 4.2 0' -------- - ------------------ 103.05' --------------------------- _--_PARKING ---------- -- ----- ----- 25' SETBACK D.R.D.C.T. - ----- z ------------ 14'X20') ------------------------ O 15' T.P.&L. EASEMENT VOLUME 71207, PAGE 1 , ---------------------------------- 7 ---- V ----------------------------- ----- 9940 SF 20' SAN. SEWER EASEMENT VIJAYA K. BORRA & RAMANA JUVVADI ��Sp \AP VOLUME 68079, PAGE 100 D.C.C.INST. NO. 201200131254 ��/ U b.R.D.C.T. P.R. D.C.T. / 4- N 90' 0'0.00" E 120.4774 5��`� TRACT I = 271 - z SGL P��G 20' FEMA 100 YR FLOOD ELEVATION = 505 FT / �Q TYP a W �S P ,SOP �� 0010 O'0S / 7854 SF �D O O \N 0 1 o o O O �5�0� ,vv S WW ZONE AE per FIRM PANEL NO. a �3`'�' 48113C0115 J Dated 0812312001 J� NAL PARKING (9'X20') 6 FT DECORATIVE METAL FENCING WITH GATE FEMA 100 YR FLOOD ELEVATION = 505 FT ER�PSGE�� / N SE�o�g PP 2 o�vM�os?-o C, . , 124' \30 0 -79-39'o3" gT ° o 3" S 19 Daniel C. Soto Volume 94002, Page 2212 D.R.D.C.T. Called 0.42 Acres 1/2" IRF (CM) O Called 0.59 Acres 1/2" IRF (CM) 1/2" IRF �R COMMON A 1X 41687 SF o/ N 89° 44'35.11" E 811.48' TRACY z rQcoN v, 1 C LU N 10925 SF z m 1/2" IRF N 89' 2'23.59" W 80.89' N 89\2'24" W 9 9.21 1/2" IR 24' B -B O 2 ADDITIONAL PARKING (14'X20') 15' DRAINAGE EASEMENT VOLUME 91211, PAGE 1011 D.R.D.C.T. 0 DART RAIL TRACK >0(_W_W_W METAL FENCE 8' WOOD FENCE OS.S. 1/2" IRF (CM) AC PAD Y 188, 57' BUILDING SET BACK LINE •00'0.00" E 141.3436 X0.0 ) 1/2" IRF (CM) 19 PARKING GUY 1/2" IRF (CM) �I PP ANTENNA AC PAD 46'SET BACK 8258 SF F (C N 90, 01 0.ill W 104.3 1' PAVEMENT PP A, iiiiiiiiiiiiiiiiiiiiiiii Q LU G ' ~ Coppell Independent School District 15' Called 0.108 Acres op P ' Volume 95033, Page 279 O D.R.D.C.T. I� Ln .:Un O O O IU UC0 - op I 6005 SF 6447 SF O o 6448 SF 20 Q 4,1 98.88 Square Feet 4- SIDEWALK CD O (0 096 Acres) • .� ��_ •0 60.00' O 2 ADDITIONAL PARKING (14'X20') 15' DRAINAGE EASEMENT VOLUME 91211, PAGE 1011 D.R.D.C.T. 15' Drainage Easement 15' Volume 91211, Page 1011 D.R.D.C.T. LU Recriprocal Easement Agreement ' Z Volume 87087, Page 3937 1 0' EXISTING GRAVEL ROAD &Called 20' Strip , J Volume 83140, Page 5279 TO BE REMOVED w PP D.R.D.C.T. 4 - WN Is 2 89°21'22" W , w 9' STAMPED CONCRETE 1/2" IRF (CM GUY 20,06'6�112" IRF (CM) TELE TE4E, LEGAL DESCRIPTION BEING all of that certain 168,652 square foot lot, tract, or parcel of land lying and being situated in the City of Coppell, and the County of Dallas, Texas, in the J. A. Simmons Survey, Abstract Number 1296, Dallas County, Texas, and being all of those certain lots, tracts or parcels of land described as Tract I, Tract II and Tract III, in a Warranty Deed with Minerals Reservation to VIJAYA K. BORRA and RAMANA JUVVADI, recorded under Dallas County Clerk's Instrument Number 201200131254, of the Deed Records of Dallas County, Texas, and being more particularly described as follows: BEGINNING at a 1/2" iron rebar with a yellow plastic cap found for the northeasterly corner of the aforesaid Tract I, same being the northwesterly corner of Lot 1, Block A, of Pinkerton Elementary School Addition, an addition to the City of Coppell, Dallas County, Texas, recorded in Volume 91211, at Page 1011, of the Deed Records of Dallas County, Texas, said 1/2" iron rebar also being in the southwesterly line of the St. Louis & Southwestern Railroad, a 100 feet wide right-of-way; THENCE departing said common corner and continuing with the easterly line of Tract I, and the westerly line of Lot 1, Block A, of said Pinkerton School Addition, South 00° 20'07" East, a distance of 370.19 feet (Deed = South 00'20'07" East, 370.11 feet) to a 1/2" iron rebar with a plastic yellow cap found for corner, same being the northeasterly corner of that certain called 0.108 acre tract of land conveyed to Coppell Independent School District, recorded in Volume 95033, at Page 279, of the Deed Records of Dallas County, Texas; THENCE departing the easterly line of Tract I, and the westerly line of Lot 1, Block A, and continuing with the common southerly line of Tract I with the northerly line of Coppell Independent School District's 0.108 acre tract of land, South 89° 58'48" West, a distance of 188.57 feet (Deed = North 89'59'07" West, 188.50 feet) to a 1/2" iron rebar with a yellow plastic cap found for the northwesterly corner of said Coppell Independent School District's 0.108 acre tract of land, from which point the northeasterly corner of said Tract II bears, North 00° 18' 06" West, a distance of 127.50 feet (Deed = North 00° 20'07" West, 127.45 feet); THENCE continuing with the easterly line of Tract II and the westerly line of Coppell Independent School District's 0.108 acre tract of land, South 00° 26'06" East, passing at a distance of 25.14 feet (Deed = South 00° 20'07" East, 25.00 feet) a 1/2" iron rebar with a plastic yellow cap found for corner, said iron rebar being also the common northeasterly corner of said Tract III, with the southwesterly corner of Coppell Independent School District's 0.108 acre tract of land, said 1/2" iron rebar being in the westerly line of that certain called 1.00 acre lot, tract or parcel of land conveyed to Coppell Independent School District, recorded in Volume 95033, at Page 279, of the Deed Records of Dallas County, Texas, and continuing in all a total distance of 234.05 feet (Deed = 234.00 feet) to a 1/2" iron rebar with a plastic yellow cap found for the common southeasterly corner of said Tract III, with the southwesterly corner of Coppell Independent School District's 1.00 acre tract of land, said 1/2" iron rebar being in the northerly line of Southwestern Boulevard, a variable width public right-of-way at this point; THENCE departing the common southeasterly corner of Tract III with the southwesterly corner of Coppell Independent School District's 1.00 acre tract of land, continuing with the northerly line of Southwestern Boulevard, and the southerly line of Tract III, South 89° S1'33" West, a distance of 20.06 feet (Deed = North 89'59'07" West, 20.00 feet) to a 1/2" iron rebar with a yellow plastic cap found for the common southwesterly corner of Tract III with the southeasterly corner of that certain called 0.11 acre tract of land described in a Warranty Deed with Vendor's Lien to Daniel C. Soto recorded in Volume 94002, at Page 2212, of the Deed Records of Dallas County, Texas; THENCE departing the southerly line of Southwestern Boulevard, continuing with the common westerly line of Tract III with the easterly line of Daniel C. Soto's 0.11 acre and 0.14 acre tracts of land, North 00° 23' 15" West, a distance of 184.70 feet (Deed = North 00'20'07" West 184.60 feet) to a 1/2" iron rebar with a yellow plastic cap found in the common westerly line of Tract III with the northeasterly corner of Daniel C. Soto's 0.14 acre tract of land, said 1/2" iron rebar being also in the southerly line of Tract II, from which point a 1/2" iron rebar with a yellow cap found for the northwesterly corner of Tract III bears, North 00° 13' 27" West, a distance of 24.38 feet (Deed = North 00'20'07" West, 24.40 feet); THENCE continuing with the common southerly line of Tract II, and the northerly line of Daniel C. Soto's 0.14 acre tract of land, North 89° 02' 24" West, a distance of 99.31 feet (Deed = North 89'01'04" West 99.20 feet) to a 1/2" iron rebar with a yellow cap found for the southwesterly corner of Tract II, same being in the easterly line of Daniel C. Soto's 0.45 acre tract of land; THENCE departing the southwesterly corner of Tract II continuing with the easterly line of Daniel C. Soto's 0.45 acre tract of land, North 00° 15' 21" West, a distance of 153.45 feet (Deed= North 00'20'07" West, 153.43 feet) to a 1/2" iron rebar with a yellow cap found for the northwesterly corner of Tract II, from which point the northeasterly corner of said Tract II bears, North 79° 37' 47" East, a distance of 121.07 feet (Deed = North 79°39'53" East, 121.01 feet) said 1/2" iron rebar being also in the southwesterly line of Tract I; THENCE departing the northwesterly corner of Tract II, continuing with the northerly line of Daniel C. Soto's 0.45 and 0.42 acre tracts of land, South 79° 39'03" West, a distance of 199.39 feet (Deed = South 79'39'53" West, 320.18 feet) to a 1/2" iron rebar with a yellow cap found for the southwesterly corner of Tract I, same being the northwesterly corner of Daniel C. Soto's 0.45 acre tract of land, said 1/2" iron rebar being also in the easterly line of Daniel C. Soto's 1.321 acre tract of land described in a General Warranty Deed to Daniel C. Soto recorded in Volume 2003106, at Page 25422, of the Deed Records of Dallas County, Texas; THENCE departing the southwesterly corner of Tract I continuing with the common westerly line of Tract I, with the easterly line of Daniel C. Soto's 1.321 acre tract of land, North 00° 03' 59" West, a distance of 260.44 feet (Deed = North 00'35'35" West, 260.44 feet) to a 1/2" iron rebar with a yellow cap found for the northwesterly corner of Tract I, same being the northeasterly corner of Daniel C. Soto's 1.321 acre tract of land, said 1/2" iron rebar being also in the southwesterly line of the said St. Louis & Southwestern Railroad; THENCE continuing with the common northerly line of Tract I, with the southwesterly line of the St. Louis & Southwestern Railroad, North 85° 27'32" East, a distance of 504.20 feet (Deed = North 85'29'38" East 504.20 feet) to the PLACE OF BEGINNING containing 168,652.26 square feet or 3.872 acres of land. GENERAL NOTES FOR SURVEY: 1. BASIS OF BEARINGS: The Easterly Line of TRACT I, described in Dallas, County Clerk's Instrument Number 201200131254 as, SOUTH 00° 20'07" EAST, D.R.D.C.T. 2. A Portion of this Property lies in FLOOD ZONE AE as shown on FIRM Rate Map for Dallas County, Texas, and Incorporated Areas, Panel Number 48113CO155 J, with a effective Date of August 12, 2001. 3. Geodetic Control Bench Mark #13: City of Coppell 3" Aluminun Disk (BM #13) located on top of inlet on the North Side of Southwestern Blvd. approximately 263 Ft. West of Coppell Rd. ELEVATION = 516.87 FT. 4. This SURVEY performed without benefit of Title Commitment. PD CONDITIONS: 1. AN ALLEY WAIVER REQUESTED WITH THIS ZONING APPLICATION. VARIANCE REQUESTED TO SUBDIVISION ORDINANCE APPENDIX C SECTION 1.A.10. 2. A CUL-DE-SAC VARIANCE IS REQUESTED WITH THIS ZONING APPLICATION. VARIANCE REQUESTED TO SUBDIVISION ORDINANCE APPENDIX C SECTION 1.A.8. HAMMERHEAD STREET IS USED HERE. 3. LOT 4 AND LOT 7 MUST BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM. 4. ALL STREET PAVING, PARKING AREAS, FENCE, SIDEWALKS AND COMMON AREAS SHALL BE THE MAINTENANCE RESPONSIBILITY OF THE HOA. S. A TREE REMOVAL PERMIT MUST BE ISSUED BY THE CITY PRIOR TO THE COMMENCEMENT OF ANY ON-SITE GRADING. 6. ALL SIDEWALKS SHALL ADHERE TO ADA STANDARDS. 7. DIMENSIONS ARE BACK TO BACK UNLESS OTHERWISE NOTED. 8. THE LOT NUMBER DESIGNATION "_X" SIGNIFIES AN COMMON AREA LOT. 9. ON -STREET PARKING SHALL BE PROHIBITED ALONG PROPOSED STREETS. HOME OWNERS HAVE TO USE PARKING LOTS WHICH ARE ADDED SEPARATELY. 10. A SIX FEET DECORATIVE METAL FENCE SHALL BE CONSTRUCTED ALONG THE CREEK TO PROTECT THE WOODED AREA VIEW. 11. ALL CURBS SHALL BE MOUNTABLE. 12. AN AMENDMENT TO CHANGE COMPREHENSIVE MASTER PLAN IS REQUESTED. c MAILBOX SOUTHWESTERN 19+00 ✓��© 20+aa----I---------------21 O - -------------f- - - - - - -- - - - - - - zzioo --------- - - - - -J _ _ _ _ _ _ _ _ _ F _ _ _ _ _,_ _ _ (100' R.O.W.) 19+00 18+00 �-- -i WV -6 FH DRIVEWAY ENTRANCE ENLARGED VIEW SITE J LOCATION NORTH DART )� SOUTHWEST RN BLVD, w l a BELT LINE RD. E. GATEWAY BLVD AIRLINE \L WRANGLER P��91 1�1 VICINITY MAP N. T. 5. O C0 i 1 DART RAIL TRACK >0(_W_W_W METAL FENCE 8' WOOD FENCE OS.S. 1/2" IRF (CM) AC PAD Y 188, 57' BUILDING SET BACK LINE C X0.0 ) 1/2" IRF (CM) 19 PARKING GUY 1/2" IRF (CM) vel ' Z PP ANTENNA AC PAD 00 1 w � CONCRETE F (C w M) 1 PAVEMENT PP Q LU G ' ~ Coppell Independent School District 15' Called 0.108 Acres ' Volume 95033, Page 279 O D.R.D.C.T. I� Ln .:Un O O O IU UC0 0 N O O O ,Q O o Q 4,1 98.88 Square Feet CD O (0 096 Acres) 15' Drainage Easement 15' Volume 91211, Page 1011 D.R.D.C.T. LU Recriprocal Easement Agreement ' Z Volume 87087, Page 3937 1 0' EXISTING GRAVEL ROAD &Called 20' Strip , J Volume 83140, Page 5279 TO BE REMOVED w PP D.R.D.C.T. 4 - WN Is 2 89°21'22" W , w 9' STAMPED CONCRETE 1/2" IRF (CM GUY 20,06'6�112" IRF (CM) TELE TE4E, LEGAL DESCRIPTION BEING all of that certain 168,652 square foot lot, tract, or parcel of land lying and being situated in the City of Coppell, and the County of Dallas, Texas, in the J. A. Simmons Survey, Abstract Number 1296, Dallas County, Texas, and being all of those certain lots, tracts or parcels of land described as Tract I, Tract II and Tract III, in a Warranty Deed with Minerals Reservation to VIJAYA K. BORRA and RAMANA JUVVADI, recorded under Dallas County Clerk's Instrument Number 201200131254, of the Deed Records of Dallas County, Texas, and being more particularly described as follows: BEGINNING at a 1/2" iron rebar with a yellow plastic cap found for the northeasterly corner of the aforesaid Tract I, same being the northwesterly corner of Lot 1, Block A, of Pinkerton Elementary School Addition, an addition to the City of Coppell, Dallas County, Texas, recorded in Volume 91211, at Page 1011, of the Deed Records of Dallas County, Texas, said 1/2" iron rebar also being in the southwesterly line of the St. Louis & Southwestern Railroad, a 100 feet wide right-of-way; THENCE departing said common corner and continuing with the easterly line of Tract I, and the westerly line of Lot 1, Block A, of said Pinkerton School Addition, South 00° 20'07" East, a distance of 370.19 feet (Deed = South 00'20'07" East, 370.11 feet) to a 1/2" iron rebar with a plastic yellow cap found for corner, same being the northeasterly corner of that certain called 0.108 acre tract of land conveyed to Coppell Independent School District, recorded in Volume 95033, at Page 279, of the Deed Records of Dallas County, Texas; THENCE departing the easterly line of Tract I, and the westerly line of Lot 1, Block A, and continuing with the common southerly line of Tract I with the northerly line of Coppell Independent School District's 0.108 acre tract of land, South 89° 58'48" West, a distance of 188.57 feet (Deed = North 89'59'07" West, 188.50 feet) to a 1/2" iron rebar with a yellow plastic cap found for the northwesterly corner of said Coppell Independent School District's 0.108 acre tract of land, from which point the northeasterly corner of said Tract II bears, North 00° 18' 06" West, a distance of 127.50 feet (Deed = North 00° 20'07" West, 127.45 feet); THENCE continuing with the easterly line of Tract II and the westerly line of Coppell Independent School District's 0.108 acre tract of land, South 00° 26'06" East, passing at a distance of 25.14 feet (Deed = South 00° 20'07" East, 25.00 feet) a 1/2" iron rebar with a plastic yellow cap found for corner, said iron rebar being also the common northeasterly corner of said Tract III, with the southwesterly corner of Coppell Independent School District's 0.108 acre tract of land, said 1/2" iron rebar being in the westerly line of that certain called 1.00 acre lot, tract or parcel of land conveyed to Coppell Independent School District, recorded in Volume 95033, at Page 279, of the Deed Records of Dallas County, Texas, and continuing in all a total distance of 234.05 feet (Deed = 234.00 feet) to a 1/2" iron rebar with a plastic yellow cap found for the common southeasterly corner of said Tract III, with the southwesterly corner of Coppell Independent School District's 1.00 acre tract of land, said 1/2" iron rebar being in the northerly line of Southwestern Boulevard, a variable width public right-of-way at this point; THENCE departing the common southeasterly corner of Tract III with the southwesterly corner of Coppell Independent School District's 1.00 acre tract of land, continuing with the northerly line of Southwestern Boulevard, and the southerly line of Tract III, South 89° S1'33" West, a distance of 20.06 feet (Deed = North 89'59'07" West, 20.00 feet) to a 1/2" iron rebar with a yellow plastic cap found for the common southwesterly corner of Tract III with the southeasterly corner of that certain called 0.11 acre tract of land described in a Warranty Deed with Vendor's Lien to Daniel C. Soto recorded in Volume 94002, at Page 2212, of the Deed Records of Dallas County, Texas; THENCE departing the southerly line of Southwestern Boulevard, continuing with the common westerly line of Tract III with the easterly line of Daniel C. Soto's 0.11 acre and 0.14 acre tracts of land, North 00° 23' 15" West, a distance of 184.70 feet (Deed = North 00'20'07" West 184.60 feet) to a 1/2" iron rebar with a yellow plastic cap found in the common westerly line of Tract III with the northeasterly corner of Daniel C. Soto's 0.14 acre tract of land, said 1/2" iron rebar being also in the southerly line of Tract II, from which point a 1/2" iron rebar with a yellow cap found for the northwesterly corner of Tract III bears, North 00° 13' 27" West, a distance of 24.38 feet (Deed = North 00'20'07" West, 24.40 feet); THENCE continuing with the common southerly line of Tract II, and the northerly line of Daniel C. Soto's 0.14 acre tract of land, North 89° 02' 24" West, a distance of 99.31 feet (Deed = North 89'01'04" West 99.20 feet) to a 1/2" iron rebar with a yellow cap found for the southwesterly corner of Tract II, same being in the easterly line of Daniel C. Soto's 0.45 acre tract of land; THENCE departing the southwesterly corner of Tract II continuing with the easterly line of Daniel C. Soto's 0.45 acre tract of land, North 00° 15' 21" West, a distance of 153.45 feet (Deed= North 00'20'07" West, 153.43 feet) to a 1/2" iron rebar with a yellow cap found for the northwesterly corner of Tract II, from which point the northeasterly corner of said Tract II bears, North 79° 37' 47" East, a distance of 121.07 feet (Deed = North 79°39'53" East, 121.01 feet) said 1/2" iron rebar being also in the southwesterly line of Tract I; THENCE departing the northwesterly corner of Tract II, continuing with the northerly line of Daniel C. Soto's 0.45 and 0.42 acre tracts of land, South 79° 39'03" West, a distance of 199.39 feet (Deed = South 79'39'53" West, 320.18 feet) to a 1/2" iron rebar with a yellow cap found for the southwesterly corner of Tract I, same being the northwesterly corner of Daniel C. Soto's 0.45 acre tract of land, said 1/2" iron rebar being also in the easterly line of Daniel C. Soto's 1.321 acre tract of land described in a General Warranty Deed to Daniel C. Soto recorded in Volume 2003106, at Page 25422, of the Deed Records of Dallas County, Texas; THENCE departing the southwesterly corner of Tract I continuing with the common westerly line of Tract I, with the easterly line of Daniel C. Soto's 1.321 acre tract of land, North 00° 03' 59" West, a distance of 260.44 feet (Deed = North 00'35'35" West, 260.44 feet) to a 1/2" iron rebar with a yellow cap found for the northwesterly corner of Tract I, same being the northeasterly corner of Daniel C. Soto's 1.321 acre tract of land, said 1/2" iron rebar being also in the southwesterly line of the said St. Louis & Southwestern Railroad; THENCE continuing with the common northerly line of Tract I, with the southwesterly line of the St. Louis & Southwestern Railroad, North 85° 27'32" East, a distance of 504.20 feet (Deed = North 85'29'38" East 504.20 feet) to the PLACE OF BEGINNING containing 168,652.26 square feet or 3.872 acres of land. GENERAL NOTES FOR SURVEY: 1. BASIS OF BEARINGS: The Easterly Line of TRACT I, described in Dallas, County Clerk's Instrument Number 201200131254 as, SOUTH 00° 20'07" EAST, D.R.D.C.T. 2. A Portion of this Property lies in FLOOD ZONE AE as shown on FIRM Rate Map for Dallas County, Texas, and Incorporated Areas, Panel Number 48113CO155 J, with a effective Date of August 12, 2001. 3. Geodetic Control Bench Mark #13: City of Coppell 3" Aluminun Disk (BM #13) located on top of inlet on the North Side of Southwestern Blvd. approximately 263 Ft. West of Coppell Rd. ELEVATION = 516.87 FT. 4. This SURVEY performed without benefit of Title Commitment. PD CONDITIONS: 1. AN ALLEY WAIVER REQUESTED WITH THIS ZONING APPLICATION. VARIANCE REQUESTED TO SUBDIVISION ORDINANCE APPENDIX C SECTION 1.A.10. 2. A CUL-DE-SAC VARIANCE IS REQUESTED WITH THIS ZONING APPLICATION. VARIANCE REQUESTED TO SUBDIVISION ORDINANCE APPENDIX C SECTION 1.A.8. HAMMERHEAD STREET IS USED HERE. 3. LOT 4 AND LOT 7 MUST BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM. 4. ALL STREET PAVING, PARKING AREAS, FENCE, SIDEWALKS AND COMMON AREAS SHALL BE THE MAINTENANCE RESPONSIBILITY OF THE HOA. S. A TREE REMOVAL PERMIT MUST BE ISSUED BY THE CITY PRIOR TO THE COMMENCEMENT OF ANY ON-SITE GRADING. 6. ALL SIDEWALKS SHALL ADHERE TO ADA STANDARDS. 7. DIMENSIONS ARE BACK TO BACK UNLESS OTHERWISE NOTED. 8. THE LOT NUMBER DESIGNATION "_X" SIGNIFIES AN COMMON AREA LOT. 9. ON -STREET PARKING SHALL BE PROHIBITED ALONG PROPOSED STREETS. HOME OWNERS HAVE TO USE PARKING LOTS WHICH ARE ADDED SEPARATELY. 10. A SIX FEET DECORATIVE METAL FENCE SHALL BE CONSTRUCTED ALONG THE CREEK TO PROTECT THE WOODED AREA VIEW. 11. ALL CURBS SHALL BE MOUNTABLE. 12. AN AMENDMENT TO CHANGE COMPREHENSIVE MASTER PLAN IS REQUESTED. c MAILBOX SOUTHWESTERN 19+00 ✓��© 20+aa----I---------------21 O - -------------f- - - - - - -- - - - - - - zzioo --------- - - - - -J _ _ _ _ _ _ _ _ _ F _ _ _ _ _,_ _ _ (100' R.O.W.) 19+00 18+00 �-- -i WV -6 FH DRIVEWAY ENTRANCE ENLARGED VIEW SITE J LOCATION NORTH DART )� SOUTHWEST RN BLVD, w l a BELT LINE RD. E. GATEWAY BLVD AIRLINE \L WRANGLER P��91 1�1 VICINITY MAP N. T. 5. Scale: 1" = 40' 40 80 120 160 200 0 20 C _o a T L 0 E 0 L a D r X w 0) C .c 0 N / 0 0 a U L Q) o. 0 0 0 C 0 J 0 L L 0 LEGEND DART RAIL TRACK >0(_W_W_W METAL FENCE 8' WOOD FENCE OS.S. MANHOLE BUILDING SET BACK LINE - - - - CENTERLINE OF PROPOSED ROAD SANITARY SEWER EASEMENT R 1/2" IRF (CM) LOT LINE Scale: 1" = 40' 40 80 120 160 200 0 20 C _o a T L 0 E 0 L a D r X w 0) C .c 0 N / 0 0 a U L Q) o. 0 0 0 C 0 J 0 L L 0 ZONED PO -108-H �tt� d ST. L471119 a SCDIJTHWE,STERN RAILROAD �y -WA COMMO REA 2X IRF (CM) G,3P'AARDKDINI'TGIO NAL M17 PAG fL (vX20) i vI P� L.EASEWNT I VIJAYA K. SORRA & RAMANA JUIVVADI J D.C.C. INST. NO. 201200131254 P.R.D.C.T. TRACT I FEMA 100YR FLOOD ELEVATION 00 OP 00, .0- 4- \A SO 92 ZONE AE per FIRM PANEL NO. F. 48113G0 I 16 J Dated 0812,312001 FEMA 100 YR FLOOD ELEVATION 10 IRE IW) Dalf1jeLl 80W 6 ocs� 9 sol- Volume 9,1002, Pago 2212 7D R,D C, T! Dan" C. Soto Called: 1.321 Acres, Volume 2003106, Page 25482 ZONEDCOMMERCIAL Called 4u 42 Acres q 6 ADMTIONAL Gq-111 PARKING.% 19'X20') ix ZONVO PD., 0SR4F-9 E:t�� 5AN, kWE SEP-P.1pop 01111`11� ,CK 25'DIRAINAGE VOL"MIE 91121 P(0�-.R D.C.T. 11�11F1 5F I ASr ENT PA E 100 6 N' SF �kx. 945 '�' " Y F v T25'BUILDJNG LM I w (Typ) 3 4 SID^ FNCEW '6 Y5 SE 6447 5f C 6448 SF 9 + i 78W SW 6. W 0 Y iq PARKING 15'T --SUUMWE$M MAH. �'OX BLVD,--- finn' P n xA/ FH 112' 1 R C ... — GU Called 0.59 Acres Pp ANTENNA 112" tRF (CM)'If CT Ilff rO P'V T� V2"IRF P Afaluene 94992', page 2 Coppell lndC�3f,�dent Schod Distrid a led 0. 108 Acms ZONED COMMERCIAL iF volume 95033, Page 279 3V ROW r ZONED COMMERCIAL V2" IRE Cappell Independent Sohoo$ District Called 1.00 Acres Volume 95033, Page 279, D.R.D.CJ. 4. 1 D8,55 5quare' rrc'�'t 15'Drainage EasemenR voloiriv 9'12,11, Page 1011 R, cr tyfE &ment Agroemew DAJ),G,T� j a as w [ e I Volume 87087, Pago 39,d7 EXISTING GRAVEL ROAD & Called 2a' Strap I PP V-Wrno 83140, Page, 5279 TO BE REK40VED 4-W a w 112" PRF (CU GUY 112- lRF (CMI --SUUMWE$M MAH. �'OX BLVD,--- finn' P n xA/ FH CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Walgreens (Electric Vehicle Chmin2 Station), Site Plan Amendment P&Z HEARING DATE: June 21, 2012 (October 18, 2012—see Discussion) C.C. HEARING DATE: July 10, 2012 (November 13, 2012—See Discussion) STAFF REP.: Gary L. Sieb, Director of Planning LOCATION: 313 North Denton Tap Road SIZE OF AREA: 1.8 acres of property CURRENT ZONING: TC (Town Center) REQUEST: A site plan amendment to amend the existing site plan to allow an electric vehicle charging station to occupy three (3) existing parking spaces. APPLICANT: Owner Representative Walgreens Aenvironmental Susie Schneider Dallas L. May, E.I.T. 106 Wilmot Rd. 13221 Bee Street Deerfield, IL. 60015 Farmers Branch, TX. 75234 (847) 315-5911 (972) 241-6680 Email: Susie.schneidertL�.wal,reens.com Fax: (972) 241-6689ff Email: mavk_Hccenvironmental.com HISTORY: A 13,905 -square -foot Walgreen Drug Store was constricted at the northwest corner of Denton Tap Road and Parkway Boulevard in 1997. Other than this retail store, there has been no additional development activity on this site. TRANSPORTATION: Denton Tap Road is an existing six -lane divided thoroughfare contained within a 100 -foot right-of-way; Parkway Boulevard is a developed C4D, four -lane divided collector in a 90 -foot -wide right-of-way. ITEM = 09 Page 1 of 3 SURROUNDING LAND USE & ZONING: North: Veterinary clinic; TC, Town Center South: Huntington Ridge; PD -SF -9, Planned Development SF -9 East: Stonemeade Estates; SF -7. Single family -7 West: Day care facility: TC, Town Center COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as appropriate with its existing use as a residential neighborhood which supports limited commercial uses. DISCUSSION: This request is a first for Coppell. The applicant is requesting to locate an electric vehicle charging station on the Walgreen drug store site. We have been told that Walgreen's has contracted with Aerovironnment, Inc. of Monrovia, California to construct a number of these stations on Walgreen's sites across the country. Locally, this contract is being represented by a local staff engineer speaking for the applicant in this case. Although we support the entire concept of charging stations, we have some reservations regarding this proposal. Make no mistake about it, we support the concept, but we have reservations regarding the location of this station, the lack of adequate screening, the amount of signage, among others. To begin with, it is proposed to be located in front of the Walgreen Drug Store adjacent to Denton Tap Road (replacing three existing parking spaces), a Primary Image Zone. We are concerned with the aesthetics of the station, as it appears to be a series of cylinders and light poles. Second, if the station were to be located in this zone, substantially more landscaping would be necessary to screen it from the street. Third, advertising signs on the equipment need to be removed. Fourth, and perhaps the most onerous element of this request is this specific location. We support the use, but the location needs to be changed. These stations are beginning to appear throughout the Metroplex. A more desirable location might be a library site or grocery store (where patrons spend more time allowing the auto to obtain a longer charge). If the station were moved to the west end of the Walgreen's lot, we could endorse this request. However, based upon the location requested, we cannot support the application. You will note that although our initial staff report (on June 21) recommended denial of the request because of a number of concerns outlined above, we did encourage the applicant to revise the request, address our concerns and re -submit. That is what the applicant has done. This proposal addresses the majority of concerns staff had with the first submittal, and with additional minor alterations, we could support this revised request. Most importantly, the site has been moved from our Denton Tap image zone site to the south side of the building along Parkway Boulevard. Secondly, this plan takes advantage of existing natural screening with very little ITEM = 09 Page 2 of 3 disturbance to the existing landscape on site. Three, the blue light on the talk -a -phone structure has been removed with the revision. Concerns we have with this iteration includes the introduction of a new power pole on Denton Tap Road; number of signs they show on their exhibits, including the flag -type sign on the vertical pole; the additional 14 foot light pole in a parking lot that is lit 24/7; the green painted curbs. If all signage and the power pole on Denton Tap are removed, the additional light pole is eliminated, and the painted curbing removed, staff can support this request. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of this request, subject to the following conditions: 1. A building permit is required prior to constriction of the station 2. All signage needs to be removed from the proposal 3. The on-site light pole is eliminated from the station 4. Elimination of the proposed power pole on Denton Tap Road 5. Removal of painted curbs 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 Sheet 2. Site Plan (Sheet REF -1) 3. Elevation of Charging Station (Sheet REF -2) 4. Landscape Plan (Sheet L-1) ITEM = 09 Page 3 of 3 Lot Area= 1.766 acre.- 76,9J9 SF Building Square Footage: I3,515 SF C1GsSXCGt/bn: Retail Parking Required., I Sp., 250 SF=54 Req. , Parking Provided.- * 70 Spaces Charging Station Spaces Consumed = J Total Parking Space'r), Provided = 67 LICENSE No. EC -27497 EXP 1 08/12/13 CTR X VI ATE of AEROVIRONMENT INC. 181 W. HUNnNGTON DRIVE MONROVIA, CA. 91016 626-357-9983 LICENSE NO. EC -27497 EXP. 08/12/13 REVISIONS: DATE, August 30, 2012 SCALE: AS NOTED SHEET TITLE: SITE .SHEET SHEET NUMBER: S■ • • is LICENSE No. EC -27497 EXP 1 08/12/13 CTR X VI ATE of AEROVIRONMENT INC. 181 W. HUNnNGTON DRIVE MONROVIA, CA. 91016 626-357-9983 LICENSE NO. EC -27497 EXP. 08/12/13 REVISIONS: DATE, August 30, 2012 SCALE: AS NOTED SHEET TITLE: SITE .SHEET SHEET NUMBER: S■ 27' (2 Existing 9' Wide Parking Spaces I mi 29 wi� S9 Regular Parking Space New Charging Station 0 0 5 L 5 ADA Compliant Parking Space Y� Lxisting Water Valve �iw„Pwm As aerovironm rot CHARGING STATION SITE PLAN DRAWN BY: DMA REF -1 CHECKED BY: MJS 3.Station NonCE THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETARY DATA ORIGINATED BY AEROVIRONMENT, INC ALL DESIGN, MANUFACTURING, REPRODUCTION, USE AND SALE RIGHTS ARE EXPRESSLY RESERVED, THE RECIPIENT AGREES BY ACCEPTING THIS DOCUMENT NOT TO SUPPLY OR DISCLOSE ANY INFORMATION REGARDING IT TO ANY UNAUTHORIZED PERSON, OR TEL INCORPORATE THIS DATA INTO ANY OTHER DESIGN OR USE THEREOF, ALL PATENT RIGHTS ARE EXPRESSLY RESERVED, DATE: August 30. 2012 AeroVlronrent, Inc www ,ovinccon Copyright ©2011 AV, Inc SCALE: 1” = 4 JOB # NROO5O Station Equipment List 1.Talk A Phone Tower 2.DC Fast Charger 480V 3.Station Light Pole 4.1-evel II Charger 240V 5.Future DC Fast Charger 480V 6.Electric Meter/Pedestal 200A, 480V, 3ph 20' Water Easement --New Metering ��F- Pedestal Remove 3' Holly NOTE: Holly Type Is American Holly (Ilex Apaca) K d A TF— r) I A I r— DC Fast Charger FRONT SIDE ht Po A Ph, Tower East urger Curb noting RIGHT SIDE �lw M Am aerovironm ro CHARGING STATION ELEVATIONS DRAWN BY: DMA REF -2 CHECKED BY: MJS NDT]CP THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETARY DATA ORIGINATED BY AERDVIRONMENT, INC. ALL DESIGN, MANUFACTURING, REPRU➢UCTIDN, USE AND SALE RIGHTS ARE EXPRESSLY RESERVED, THE RECIPIENT AGREES BY ACCEPTING THIS ➢UCUMENT NUT TO SUPPLY OR DISCLUSE ANY INFDRMATIDN REGARDING IT TD ANY UNAUTHORIZED PERSON, DR TEL INCDRPURATE THIS DATA INTO ANY UTHER DESIGN DR USE THEREOF, ALL PATENT RIGHTS ARE EXPRESSLY RESERVED, DATE: JULY 30, 2012 AeroVlronrent, Inc www,ovinccon Copyright ©2011 AV, Inc SCALE: 3/8" = 1- JOB # NROO5O SIGN DETWL Front/Back Translucent White Polycarbonate Face With Full Color Digital Print And UV Laminate Applied First Surface COLOR SCHEDULE t PANTONE #3570 2 PANTONE #361C 3 PANTONE #327C 4 PANTONE #3025C 5 PANTONE #2925C Aluminum VvILII Painted Finish To Match Painted Steel Built Station Example CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD -200R4 -SF -7, Petterson Addition P&Z HEARING DATE: October 18, 2012 C.C. HEARING DATE: November 13, 2012 STAFF REP.: Matthew S. Steer, AICP, City Planner LOCATION: North side of West Sandy Lake Road, west of Summer Place Drive SIZE OF AREA: 2.27 acres of property CURRENT ZONING: PD -200R2 -SF -12 (Planned Development -200 Revision 2 -Single Family -12) REQUEST: A zoning change 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. APPLICANT: Applicant Engineer: Timberland Creek Co., Inc. Tommy Tabor, P.E. 3930 Glade Road, Ste. 108-322 1301 E Debbie Lane, Ste. 102-152 Colleyville, Texas 76034 Mansfield, Texas 76063 Phone: 469-688-8224 972-896-6989 Email: 111TCCI_�,att.net TTabor(t_�,ttc-yllc.com Owner: Nancy Petterson 440 Leisure Lane Coppell, Texas 75019 Phone: 214-288-2295 HISTORY: In September of 2006, City Council approved a change in the zoning on this property from Duplex (217-9) to Planned Development -200 Revised -SF -12, to allow the constriction of four free-standing residential strictures on this tract. Another revision to the Planned Development was approved in May 2008 allowing for: 1. Realignment of the north/south private drive (mutual access/fire lane easement) on the west side of the development; 2. An exception to the garage access requirement that states garage access must only be accessed off of the alley when an alley is present; 3. Revised landscape plan; and ultimately 4. The constriction of four west -facing single-family homes. ITEM = 10 Page 1 of 4 On July 19, 2012, a zoning request for 8 single family lots and two common areas was denied by the Planning and Zoning Commission; therefore, the plat was denied. TRANSPORTATION: Sandy Lake Road is currently a substandard, two-lane, asphalt road. It is scheduled to be a four -lane, divided concrete street, contained within a right-of-way of 100 feet. Utilities are undergoing relocation and constriction is scheduled to begin next year. SURROUNDING LAND USE & ZONING North: Summer Place housing (single-family homes on approximately 4,000 square foot lots); PD -148 South: Single family homes; SF -7 (Single -Family -7) East: Summer Place housing (single-family homes on approximately 4,000 square foot lots); PD -148 West: Estate single family housing; SF -12 (Single Family -12) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as suitable for residential neighborhood. DISCUSSION: This is a proposed rezoning from a Planned Development Single Family -12 District (four units with average lot size of 24,000 square feet) to a Planned Development, Single Family -7 District to allow the constriction of seven homes on lots averaging 11,000 square feet, twice the intensity of the current Planned Development. In 2006, Council approved a rezoning from 217-9 to Planned Development SF -12. At that time, special consideration was given to the request for single-family lots roughly '/z acre in size fronting on a private drive which was proposed to extend north/south along the western side of the development. From a land -use perspective, the proposed SF -12 zoning provided an appropriate transition from the large five -acre lot development on the west to the 4,200 square foot lots to the east. In April 2011, Council approved a rezoning for a very similarly size property just to the east of Summer Place. The development, known as Bellacere, was approved with eight lots. Within the Coppell 2030 Master Plan and similar to the subject property, the Bellacere property is designated as "Residential Neighborhood". The appropriate density within this land use classification is based on the compatibility with the character of the existing development in the immediate vicinity. In the Bellacere case, the adjacent lot size to the east ranged from 14,000 to 43,000 square feet and 4,200 square feet to the west(the zero lot line Summer Place subdivision). The lot size adjacent to the subject property to the west is significantly larger in this particular case with the lots at Cottonwood Estates being at least five acres in size. SF -12 would be the ideal zoning for this property; however, based on what was approved at Bellacere (6,340 square foot minimum lot size) staff could support SF -7 as the base zoning for this property. In July of this year, a proposed rezoning was denied by the Planning and Zoning Commission. In that proposal, there were eight lots, two common areas and a cul-de-sac ITEM = 10 Page 2 of 4 on the east side of the tract directly adjacent to the alleyway. The day of the City Council meeting to hear the appeal of the case, the applicant withdrew. Subsequently, the applicant has a new potential builder for the property and has flipped the street to the west side and altered the plans to a more "rural" design. The new proposal has a private drive (without curb and gutter) on the west side and the lots are backing to the alleyway. They have the option to access the garage from either the alleyway or be front -entry. A condition of the PD allows for front entry and a condition states that if the lot's garage access is from the alley, then two off-street parking spaces are to be provided at the street side of the lot. At the end of the proposed private drive is a hammerhead. Multiple discussions with staff and the developer have transpired in regards to the design. Although the Fire Department is hesitant to allow the substandard turnaround, they would be in favor of allowing a modified hammerhead turnaround of minimum 53 -feet each direction, if in addition, all the single family homes are equipped with a residential fire sprinkler system meeting City standards. The applicant has agreed to modify the proposal accordingly. Even with that said, the Fire Department would be more comfortable with a standard turnaround (hammerhead' to be a minimum of 75 -feet each direction from the centerline of the perpendicular roadway) or cul-de-sac (39' radius). Regardless of what is recommended, the private drive is proposed to be maintained by the homeowners association to be established at this time. Staff recommends that the private drive be platted as a standalone X -lot (Lot 3XR) and has listed this as a condition of approval. A 15 -foot Common Area (Lot 1X) with plantings and a six-foot tall masonry wall is proposed along Sandy Lake. This meets the streetscaping requirement of the Subdivision Ordinance for a residential subdivision abutting Sandy Lake. Lot 2X is proposed along the west side of the private drive. A wrought iron fence is proposed to run the length of the western subdivision boundary. Along the eastern and north boundaries of the subdivision, a standard fence is proposed. Staff recommends that a 6 -foot stained board -on -board fence with trim cap be used and has listed this as a condition of approval. The private drive, landscape area, masonry wall and proposed fencing will be maintained by a Homeowners' Association to be established at this time. The Draft HOA documents are required to be submitted for review. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the zoning change subject to the following 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. 3. Include the private drive as a separate x -lot (Lot 3XR). 4. Recommend a 6 -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 6' side yard setback within the PD Conditions Table on the Site Plan. 7. On the Landscape Plan within Lot 2XR, include the same note as Lot 1XR stating that "all lawn areas are solid Bermuda sod." 8. A tree removal permit shall be required before the start of constriction. 9. Park Development Fees are $1,285 per unit. 10. Clearly label the variable width easement. ITEM = 10 Page 3 of 4 11. The underground detention, storm drain and the pavement will be maintained by the HOA. 12. There will be additional comments during detailed engineering plan review. 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. PD Conditions 2. Site Plan 3. Tree Survey 4. Landscape Plan 5. Details ITEM = 10 Page 4 of 4 Propose PD Conditions — Petterson Addition (2012-10-09) A 2.268 acre tract — Located on Sandy Lake Road (325 W. Sandy Lake Road) Petterson Addition Present Zoning — PD -200R2 -SF -12 Propose Zoning — PD-200R4—SF-7 Propose Use Regulations Any use permitted in SF -7 with the following modifications: Area Regulations Dwellings - All dwellings shall be detached. Front Yard — Minimum 25 feet *Side Yard - Minimum 6 feet Rear Yard - Minimum 20 feet Lot Area —Minimum 10,000 square feet Average Lot Area for Entire Site — Minimum 10,000 square feet *Minimum Lot Width — 65 feet Minimum Lot Depth — 100 feet Minimum Dwelling Size — 2,000 square feet, exclusive of garages, breezeways and porches. *Maximum Lot Coverage - 60 percent of the total lot area may be covered by the combined area of the main buildings and accessory buildings. Maximum Height of Structure — 35 feet Parking/Driveway Regulations: Two enclosed parking spaces shall be provided behind the front yard setback line. Type of Exterior Construction: At least 80 percent of the exterior walls of the first floor of all structures shall be of masonry construction exclusive of doors, windows, and the area above the top plate line. Each story above the first floor of a straight wall structure shall be at least 80 percent masonry exclusive of doors, windows, and the area above the top plate line. Tree Retribution: A tree removal permit shall be required prior to the removal of any trees. Homeowners Association: The homeowners association shall maintain the utility, access and fire lane easements. The homeowners association shall maintain all Common Lots. Lot 1 XR, Lot 2XR and perimeter fences shall be maintained by the Homeowners Association. Homeowners Association documents shall be submitted, reviewed and approved to the City in accordance with the Code of Ordinances. Subdivision Regulation: Property shall be platted in accordance with the Subdivision Ordinance, except as amended herein. The property shall be developed and used in accordance with the SF -7 development standards under the Coppell Zoning Ordinance, except as amended in the special conditions as indicated on the Zoning Exhibit/Site Plan, Landscaping Plan / Tree Survey, and Wall Details. All lots will have option of an alley access. Homes shall have a choice of front or rear entry. If rear entry, two additional parking spaces shall be provided on the lot on the street (fire lane) side. All homes shall have residential fire sprinkler systems. Street is not public, but private, build as shown in the detail on preliminary engineering plans. V I C l N I T Y M A P I j 5'I Private 50 Mkintenance 1 Ersem en t j I 4' x 12' Garbage Can Enclosure j 1 52 1 Notes: 1. Masonry Screening wall will be 6' high with 7'-6" high columns. 2. No parking on the street or hammer head. 3. Landscape and Fence Plans as shown on Preliminary Landscape and Screening Wall - Fence Detail Sheets. 4. All structures and landscape shall remain outside the visibility triangle. LEGAL DESCRIPTION Whereas Nancy J. Petterson is the sole owner of Lots 1 through 4 and Lots 1-X Block A of the Petterson Addition, on addition to the City of Coppell as recorded in Doc #20070090356, of the Map Records of Dallas County, said tract being more particularly described as follows: Beginning at a 1/2 inch iron rod found for a corner in the North line of Sandy lake Road (75' R.O.W.) at this point, said point also being in the east line of Cottonwood Estates Addition, on addition to the City of Coppell, Dallas County, Texas as recorded in Volume 78225, Page 923 of the Map Records of Dallas County, Texas; Thence N 00 deg 04 mins 33 secs E along the said east line of Cottonwood Estates a distance of 500.00 feet to a 1/2 inch iron rod found for a corner and being the most northerly Southwest line of Summer Place Addition, an addition to the City of Coppell, Dallas County, Texas as recorded in Volume 86115, page 923 of the Map Records of Dallas County, Texas; Thence East along said south line of Summer Place Addition a distance of 177.42 feet to a "x" cut in the concrete for a curve to the right having a radius of 20.00 feet, and a central angle of 90 degs 00 mins 00 secs; Thence along said curve to the right on arc length of 31.42 feet to on "x" cut in the concrete for a point of tangency, said point being in the southwesterly line of Summer Place Addition; Thence South along the West line of Summer Place Addition a distance of 480.00 feet to a 1/2 inch iron rod found for a corner in the North line of Sandy Lake Road, Thence West along said North line of Sandy Lake Road a distance of 198.08 feet to the POINT of BEGINNING and CONTAINING 98,787 or 2.268 acres of land. Property Line 10600 SF ° 1 53 I 4' x 12' Garbage / 54 55 I 56 I 57 / 58 l Q Can Enclosure Summer Place Addition __ .. - .. - .. - .. ++-++-++-++--++- w 40 20 0 40 80 / If Vol. 861151 Pg. 923 j R = 20.00' / _ .. - .. - .. - .. PD - :148 D = 90.50,00- 0°00'00"T= T =20/ 00' 1 „ 1 = 40 , \ 5' Private Maintenance I L = CH 31.42' = 128.28 I 1 - - EasementLCB —..—..—.I—..—.. = S 45'00'00" E J. 1 along East Property Line Ex. Ex. EXISTING ZONING - PD-200R2-SF12 East 177.42' , .. � X ql/ey - J ----X13-9' -- ----6�03-''--T--� �. 1 I _ 1 20' Setback Maintained by HOA. 5' Private 11� 1 I . LjLj EaCe Easement I'o G, / �� I 1 I 4a I V I C l N I T Y M A P I j 5'I Private 50 Mkintenance 1 Ersem en t j I 4' x 12' Garbage Can Enclosure j 1 52 1 Notes: 1. Masonry Screening wall will be 6' high with 7'-6" high columns. 2. No parking on the street or hammer head. 3. Landscape and Fence Plans as shown on Preliminary Landscape and Screening Wall - Fence Detail Sheets. 4. All structures and landscape shall remain outside the visibility triangle. LEGAL DESCRIPTION Whereas Nancy J. Petterson is the sole owner of Lots 1 through 4 and Lots 1-X Block A of the Petterson Addition, on addition to the City of Coppell as recorded in Doc #20070090356, of the Map Records of Dallas County, said tract being more particularly described as follows: Beginning at a 1/2 inch iron rod found for a corner in the North line of Sandy lake Road (75' R.O.W.) at this point, said point also being in the east line of Cottonwood Estates Addition, on addition to the City of Coppell, Dallas County, Texas as recorded in Volume 78225, Page 923 of the Map Records of Dallas County, Texas; Thence N 00 deg 04 mins 33 secs E along the said east line of Cottonwood Estates a distance of 500.00 feet to a 1/2 inch iron rod found for a corner and being the most northerly Southwest line of Summer Place Addition, an addition to the City of Coppell, Dallas County, Texas as recorded in Volume 86115, page 923 of the Map Records of Dallas County, Texas; Thence East along said south line of Summer Place Addition a distance of 177.42 feet to a "x" cut in the concrete for a curve to the right having a radius of 20.00 feet, and a central angle of 90 degs 00 mins 00 secs; Thence along said curve to the right on arc length of 31.42 feet to on "x" cut in the concrete for a point of tangency, said point being in the southwesterly line of Summer Place Addition; Thence South along the West line of Summer Place Addition a distance of 480.00 feet to a 1/2 inch iron rod found for a corner in the North line of Sandy Lake Road, Thence West along said North line of Sandy Lake Road a distance of 198.08 feet to the POINT of BEGINNING and CONTAINING 98,787 or 2.268 acres of land. Property Line 10600 SF ° I SITE SUMMARY. __ .. - .. - .. - .. ++-++-++-++--++- - .. - Note: 6' high Wooden Fence / / 1 1 along East Property Line EXISTING ZONING - PD-200R2-SF12 ° / II 1 1 I C •° n 1 Maintained by HOA. PROPOSED ZONING - PD-20OR4 -SF7 T ,� S 89 27 E � CN 53 55 j 1 148.36' I I Q 6, Co CL j 1 GROSS SITE AREA 2.268 AC. °' LOT 1XR, 2XR 0.249 AC. i - I LOT AREA 1.754 AC. `n 4R o l 0 o 00 CL I PAVED AREA 0.265 AC. / 10929 SF o I I> j 0 54 I j AVERAGE LOT SIZE 10,917 S.F. o I I Q MINIMUM LOT SIZE 10,037 S. F. a�,� i� �,� I 6' Setb Q I All lots to have access to existing alley. LOT COUNT -RESIDENTIAL 7 7U 3,_ I I Homes have the option of front or rear entry. P I = 55 If home is rear entry then 2 (two) additional LOT GROSS ACRE 3.08 AC. � o I � T I : 4' x 12' Garbage 1 1 parking spaces are to be provided on the lot MAXIMUM HEIGHT OF STRUCTURE PEAK 35 FT. tback N w X10' 1 L U.E. m� I cn 1 Can Enclosure � at the street side of the lot. MAXIMUM LOT COVERAGE 60% � g - - - - - - - � I o o j+; 3R I j SETBACKS: 3 0 L 1 cn 11218 SF o> LO I 56 1 - I FRONT YARD - 25' o N I I 1v CL I REAR YARD - 20' ' � 159.47 1 �..—..—..—..—..—..—..—..— SIDE YARD - 6' � 1 i � j 57 I 14-A � 25 FIRE LANE & ACCESS ESMT. 0 I w I 1 I PD CONDITIONS IPRIVATI 10766 SF j I 1. ALL LOTS TO HAVE OPTION OF ALLEY ACCESS. LOT 2XR - y "� I \ 58 I (/� 2. HOMES SHALL HAVE A CHOICE OF FRONT OR REAR ained by HOA.I S -S9 °55'27 " 4 x 12 Garbage I j ENTRY. IF REAR ENTRY, TWO ADDITIONAL PARKING SPACES 147.63 Can Enclosure SHALL BE PROVIDED ON THE LOT ON THE STREET (FIRE LANE) SIDE. x � I Ex. Alley 3. ALL HOMES SHALL HAVE RESIDENTIAL FIRE SPRINKLER N �I I 1R SYSTEMS 41 N 10037 SF 5' Private Maintenance 59 I 31-4. '� 14 .5 Easement Crete of Blb..ka Ln L o t 1 X R LO !cations. -..-..-..-..-..-..-..-..� �..-..-..-..-..- est 198.08' Futivs smmy Lake --------------FysSandvLaks/{�od6aakofar6rnSandy Lake Road`1)1 L 0) PROPOSE PD Z0NI NG EXHI BI T ----------�---------J &� S I T E P L A N --------------------- --- Center-lneRoad - - - P E:T�'�EJEst 80 �'1 DDIrZ'�11 0 N N 7 SINGLE FAMILY LOTS & TWO COMMON LOTS— (Lots 1R -7R, Lot 1 XR, 2XR of Blk. A) BEING A 2.268 ACRE TRACT OF LAND, OUT OF THE GEORGE JACK SURVEY, ABSTRACT NO. 694 CITY OF COPPELL, DALLAS COUNTY, TEXAS APPLICANT DEVELOPER TIMBERLAND CREEK COMPANIES, INC. 3930 GLADE ROAD - SUITE 108-322 COLLEYVILLE, TEXAS 76034 469-688-8224 - 111 TCCI®ATT.NET OWNER: NANCY J. PETTERSON 440 LEISURE LANE COPPELL, TEXAS 75019 214-288-2295 - FAX 972-853-9060 PREPARED BY T. TABOR CONSULTING, PLLC FIRM I.D # 5279 1301 EAST DEBBIE LANE, SUITE 102-152 MANSFIELD, TEXAS 76063 CONTACT: TOMMY D. TABOR, P.E. 972-896-6989 - TTABOR®TTC-PLLC.COM PREPARED - OCT. 8, 2012 1 "= 40' THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, OR BIDDING PURPOSES AND WAS PREPARED BY T TABOR CONSULTING, PLLC (5279) UNDER TOMMY D. TABOR, TEXAS P.E. NO.57248 AUTHORIZATION 11 D = 90.j 0° 0'00" / I I T = 20/00' L = 31.•.42' ' I CH = 128.28' L..—..—..—..—.I—..— L_.. CB S 45°00'00" E i East 177.42' J #1831 #1832 #1834 #1835 #183, #184 #1841 #1842''-' #1843 P C) #1844 #1845 #1847 #1849 #1850 #185 _..—..—..—..J #1824 #1862 :. 818 �16 I 8�5 I I II I I 81 #1857 1 EO est 198.08'1802 #1804 #1803 ..—..—..—..—..—..—..—..—..� I I ---#-18�— — — — — — — W U CL Sandy Lake Road WIT449M IMM Call. Species Canopy N Canopy S Canopy E Canopy W Crown Class % Live Crown Condition Preserve Remove 22 Pecan 21 6 2 24 Dom 60 Good 22 469-688-8224 — 111 TCCI @A TT. NET 24 Pecan 18 27 34 343 Co Dom'. 60 Good24 Z IL O 24 Pecan 21 15 15 2.7 Co Dom 50 Good 24 18 Elm 20 15 18 24 Dorn 50 Dead LOCATION 18 28 Pecan 37 35 33 28 Dram, 60 Goad 28 18 Hackberry 12 10 15 1.5 Co Dom 30 Good 18 11 Elm 35 7 25 6 Scop 50 Gadd 11 8 Elm 20 0 1s 3 Sup 50 Good 8 20 Elm 15 14 14 20 Dom 50 Poor 20 8 Elm 12 1 1 24 Sup 60 Geed 8 8 EI M 21 3 8 20 Co Dia rfli 60 jGuod 8 7 Elm 20 4 10 18 Sup 60 Good 7 12 Elm 32 23 27 22 Co Dam 50 Good 1.2 9 Hackberry 14 22 28 14 Co Dom 50 Good 9 16 1 16 8 8 10 Pecan 6 14 12 10 Co Dom 50 Good 10 36 Cottonwood 12 20 16 2 Co Dom' 30 1 Dead 36 40 Cottonwood 35 22 13 4 Co Dom' 30 Good 40 24 Cottonwood 10 25 0 24 Co Dam 30 Goad 24 24 Cottonwood 10 12 19 8 Co Dame 60 Good 24 20 Cottonwood 3 28 8 1 24 Co Dam 400 Dead 20 7 Oak 13 1.3 17 17 Co Dam 40 Goad 17 19 Hackberry 9 1.5 21 13 Co Dom 50 Good 119 10 Hackberry 16 13 25 25 Co Dom 40 Good 10 12 12 15 15 12 Cedar Elm 14 4 10 18 Co Dom 60 Good 12 12 Hacklr'erry 8 13 15 5 Co Dom 20 Poor 12 12 Cedar Elm 6 1 26 2.8 2 Sup 60 Good 12 16 16 Cedar Elm Oak 18 18 3 10 29 1.9 18 16 Co Dom Co Dom 50 30 Good Good 16 16 24 26 Oak Oak 12 3 1 15 25 22 28 23 1 23 Co Dom Co Dom 50 60 Good Good 24 26 14 14 Cedar Elm Cedar Elm 16 0 0 2.1 27 22 10 10 Co Darn Co Dorn 40 40 Poor Good 14 14 20 Hackberry 13 16 5 18 Dam 30 Poor 20 14 Cedar Elm 25 1.2 17 9 1 Co Dom 50 Good 14 18 14 Cedar Elm Cedar Elm 28 20 15 0 0 20 28 6 Sup sup' 50 S'0 Poor Poor 18 14 20 12 8 Hackb. erry Cedar Elm Hack6'erry 13 141 25 0 1 3 10 1.5 2.2. 8 16 1 18 1 12 Co Dann Carr Dom Sup 30 60 30 Good Good Good 20 12 8 8 Elm 6 12 10 14 Sup 40 Good 8 6 6 Hack6'erry Elm 9 3 14 19 12 18 10 12 Co Dram Sup 30 50 Good Goad 6 6 8 Hackb,erry 8 10 1.5 6 Co Dram 30 Good 8 7 Hack6'erry 1.2 8 16 6 Co Dom 3 Good 7 5 5 6 Hackberry 10 1.9 12 12 Co Dom 50 Good 6 7 Hackbeerry 12 1 12 1.0 10 Co Dom S0 Good 7 8 36 Elm Pecan. 2.0 10 10 16 Co Darn 50 Good 8 Off Site TOTAL CALIPER INCHES 7811 TOTAL POOR QUALITY CALIPER INCHES 1.72 TOTAL HEALTHY' CALIPER INCHES 609 TOTAL HEALTHY/PROTECTED CALIPER INCHES 609 TOTAL •• .i TOTAL '..OD 548 PERCENTAGE •...w TREES 90% PRESERVATION! • u► OF THE REQUIRED MITIGATION (109-71) -10 TREE REPLACEMENT CREDITS (4@4"" CALIPER) 16 40 20 0 40 80 1" = 40' V I C I N I T Y M A P IF P -E�R�R��R�IR' 0N Tr-' P R�E�SJE�R�V A T�IrO J� z (Lots 1R -8R, Lot 1 XR & 2XR of Blk. z Q OF THE GEORGE JACK SURVEY, ABSTRACT NO. Q J APPLICANT/DEVELOPER : TIMBERLAND CREEK COMPANIES, INC. J 3930 GLADE ROAD — SUITE 108-322 Z COLLEYVILLE, TEXAS 76034 469-688-8224 — 111 TCCI @A TT. NET W gJ J r- 0IL cn Z IL O cn � WW J J PROJECT L`' w LOCATION Cn Q - SANDY LAKE ROAD r V z Cn Cr - IF P -E�R�R��R�IR' 0N Tr-' P R�E�SJE�R�V A T�IrO J� 8 SINGLE FAMILY LOTS (Lots 1R -8R, Lot 1 XR & 2XR of Blk. A) BEING A 2.268 ACRE TRACT OF LAND, OUT OF THE GEORGE JACK SURVEY, ABSTRACT NO. 694 CITY OF COPPELL, DALLAS COUNTY, TEXAS APPLICANT/DEVELOPER : TIMBERLAND CREEK COMPANIES, INC. o 3930 GLADE ROAD — SUITE 108-322 Z COLLEYVILLE, TEXAS 76034 469-688-8224 — 111 TCCI @A TT. NET OWNER: NANCY J. PETTERSON 440 LEISURE LANE COPPELL, TEXAS 75019 214-288-2295 — FAX 972-853-9060 Date JULY 5, 2012 Drawn By GAC Checked By JRF Revisions OCT 8. 2012 J zQQ, ae Cnro zwarW � z Lo- "of C U, 0z �w0 zcn I< zpwcn =z11 —MO oQoov, cn _� W O Q Q X H d Opz'mp=woz >,O ��rUj 2f 0 —pW o< Ww n� 'r N Y W W J Z OE--% =\.HCC W r �0 <Z_p U(n Q r W W Q wp�WJQcpa �Z.0W nF�w SOON O U7¢ W U7 �O COQ [W <U w� O�m? O p O Q= `W>-'0jU�¢�Q wnz U w W Z W C J� O f J U 1 W � J Z U O O 0 Q cnp W Q Jp�d(n cn w �v~azcn zF--oz< �=o r H W (�W D= W pp 01= zw.U�p�cw~ QZ w� O Z Z H <UppwOW�� ~ n W X = U = p W > w zU J�.:� = ZO J � OQWO_H aow' J �wcnr7Uj p�OW W Q= W W W U J H J W =WCC Wul O z H~~ z �__� =QJOx m�cc"f rJWrW an Z H D D o Z a:X W gJ J r- 0IL W Z IL O � ENGINEER: T. TABOR CONSULTING, PLLC Sheet No. FIRM I.D # 5279 1301 EAST DEBBIE LANE, SUITE 102-152 MANSFIELD, TEXAS 76063 CONTACT. TOMMY D. TABOR, P.E. 972-896-6989 — TTABOR©TTC—PLLC.COM OF 5 Note: 6' high Wooden Fence along North Property Line — Maintained by HOA. w. Q j 53 z j / 54 :l 55 56 I 57 `' 58 l Summer Place Addition I l _••—••—••—••� w I /'/ l Vol. 861151 Pg. 923 1 R = 20. 0' l PD — : 148 D = 90. 0'0 0 1 \• / / I I T= 20/00' / l / L = 31.•.42' CH = 128.28' l L.._.._.._.._.I_.._ L CB S 45°00'00" E 1 / j •�..-00_00_.. 00_00—• •j..� East 177.42' EXISTING ALLEY EXISTING ALLEN . J 116.39' 61.03' i 1 ALL LAWN AREA5 5 LiID INCLUDING LOT 2XR Note: 6' MASONRY SCREENING WALL ALONG SANDY LAKE ROAD Property Lines — Maintained by HOA. #1831 ` #1832 13—A #1834 ' #1835 #1839 _.._.._.._.moo #184 Ln #1841 { 01 84P1=17.** # 18" .' • • CL • � Scientific Name Common Name � ��' I z Raphiolepis indica 'Clara' I 3' OC C 35 49 � I Dwarf fountain grass . 3 — Gal 39 a:X (14 j . •' 50 j I 1 I gJ #1 8454i„ Cedar Elm B & B I 4 Z Quercus shumardll 51 1 j 1 4" — Cal 14—A #1849 #1853 0 I 8�5 I 1 11 I I I 1 I 81 e 148.55' #1862 #1860 10929 SF 160.39' 41 #1857 59.47' 10766 147.63' #1804 10037 SF � #1803 0 I I COORDINATE EXACT LOCATJN AND CONNECTION TO EXISTING FENCE. 07' 'Q"”" #1802 ------------ I I I L.._.._.._.._.. Son d y L o k e R o o d o ENLARGEMENT �n�r �e� aT— — — Elam Table Quantity � Scientific Name Common Name � Planting Size 45 z Raphiolepis indica 'Clara' I 3' OC I 35 49 � I Dwarf fountain grass . 3 — Gal 39 a:X (14 j . 2' OC 50 j I 1 I gJ � Cedar Elm B & B I 4 Z Quercus shumardll 51 1 j 1 4" — Cal 22 Salvia greggii 'Navajo White' Note: 6` high Wooden Fenfe 24" 0. C. 1 —Gal : Rosmarinus officinalis 'Prostratus' along Eastl Property 3—Gal 0011 N)52 LU w Lines — Mpintained by HOf. cn C�_ F_.._..o .._.._.._.._.._.. SANDY LAKE ROAD i a TNT 53 j c� vJ Q 6)Cc Q) CA_ 1 LUz J 88 0 1 ; CL 1 54 i 55 O 1 cn 1 _.._.._.._.._00_00_.._. l o LU U Ci CD l 56 — 11 ~I I C ri Lu 1 I • 1 5711 I I � : I v 1 o I I \ 58 1 \ I � EXISTING ALLEY — l 10037 SF � #1803 0 I I COORDINATE EXACT LOCATJN AND CONNECTION TO EXISTING FENCE. 07' 'Q"”" #1802 ------------ I I I L.._.._.._.._.. Son d y L o k e R o o d o ENLARGEMENT �n�r �e� aT— — — Elam Table Quantity Symbol Scientific Name Common Name Comments Planting Size 45 z Raphiolepis indica 'Clara' Indian hawthorne 'Clara' 3' OC 5 — Gal 35 Pennisetum alopecuroides 'Hameln' Dwarf fountain grass 2' OC 3 — Gal 39 a:X Nandina domestica 'Nana' Harbour dwarf nandina 2' OC 3 — Gal 5 gJ Ulmus crassifolia Cedar Elm B & B 4" — Cal 4 Z Quercus shumardll Shumard red oak B & B 4" — Cal 22 Salvia greggii 'Navajo White' Navajo White autumn sage 24" 0. C. 1 —Gal 25 Rosmarinus officinalis 'Prostratus' Dwarf rosemary 24" O.C. 3—Gal .._j A NTRY ENLA 1/16 1 PANTING NOTES: 1. PLANT SIZE, TYPE, AND CONDITION SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 2. ALL PLANT MATERIAL TO BE NURSERY GROWN STOCK. 3. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL PLANT MATERIAL UNTIL PROJECT ACCEPTANCE. 4. ALL CONTAINER GROWN PLANTS TO HAVE FULL, VIGOROUS ROOT SYSTEM, COMPLETELY ENCOMPASSING CONTAINER. 5. ALL PLANTS WELL ROUNDED AND FULLY BRANCHED. ALL TREES WITH SPREAD 2/3 OF HEIGHT. 6. CONTRACTOR TO PROVIDE OWNER WITH PREFERRED MAINTENANCE SCHEDULE OF ALL PLANTS AND LAWNS. 7. MAINTAIN/PROTECT VISIBILITY TRIANGLE WITH PLANT MATERIAL PER CITY STANDARDS AT ALL ENTRANCES TO SITE. 8. PREP ENTIRE WIDTH OF ALL DEFINED PLANTING BEDS WITH MIX AS OUTLINED IN SPECS. WHERE SHRUBS ARE LOCATED ALONG CURB, SET SHRUBS BACK FROM CURB 3 FT. 9. SEE DETAIL SHEET FOLLOWING FOR PLANTING DETAILS. 10. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL UTILITIES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELECABLE, ELECTRIC, GAS, WATER, AND SEWER. ANY DAMAGE TO UTILITIES TO BE REPAIRED BY CONTRACTOR AT NO COST TO OWNER. 11. IF EXISTING TREES ARE SHOWN TO REMAIN, CONTRACTOR SHALL PRUNE AS DIRECTED BY OWNER'S REPRESENTATIVE. WORK TO INCLUDE REMOVAL OF ALL SUCKER GROWTH; DEAD AND DISEASED BRANCHES AND LIMBS; VINES, BRIARS AND OTHER INVASIVE GROWTH; AND ALL INTERFERING BRANCHES. MAKE ALL CUTS FLUSH TO REMAINING LIMB. RETAIN NATURAL SHAPE OF PLANT. ALL WORK SUBJECT TO APPROVAL OF OWNER'S REPRESENTATIVE. 12. QUANTITIES ARE PROVIDED AS A COURTESY AND NOT INTENDED FOR BID PURPOSES. CONTRACTOR TO VERIFY PRIOR TO PRICING. 13. INSTALL EDGING BETWEEN LAWN AND PLANTING BEDS. REFER TO SPECIFICATIONS. FILE ALL CORNERS SMOOTH. 14. INSTALL CURLEX BLANKET (OR EQUAL) PER MANUFACTURER'S INSTRUCTIONS ON ALL GROUNDCOVER/SHRUB BEDS WITH A SLOPE OF 4:1 OR GREATER. 15. AT THE TIME OF PLAN PREPARATION, SEASONAL PLANT AVAILABILITY CANNOT BE DETERMINED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE AND RESERVE ALL B&B PLANTS WHEN AVAILABLE IN CASE ACTUAL INSTALLATION OCCURS DURING THE OFF—SEASON. PURCHASE AND HOLD B&B PLANTS FOR LATE SEASON INSTALLATION. 40 20 0 40 80 1" = 40' Date JULY 5, 2012 Drawn By GAC Checked By JRF Revisions z JULY 27, 2012 �II1��:�►�I�i�� GEMENT cA T S'6 0" 9cc w � o 0 V I C I N I T Y M A P P EJT�T�EJO N A DIrT�IrO N LANDISSCJAPEM PLANN 8 SINGLE FAMILY LOTS — (Lots 1R -8R, Lot 1 XR & 2XR of Blk. A) BEING A 2.268 ACRE TRACT OF LAND, OUT OF THE GEORGE JACK SURVEY, ABSTRACT NO. 694 CITY OF COPPELL, DALLAS COUNTY, TEXAS APPLICANT/DEVELOPER : TIMBERLAND CREEK COMPANIES, INC. 3930 GLADE ROAD — SUITE 108-322 COLLEYVILLE, TEXAS 76034 469-688-8224 — 111 TCCI @A TT. NET OWNER: NANCY J. PETTERSON 440 LEISURE LANE COPPELL, TEXAS 75019 214-288-2295 — FAX 972-853-9060 J c�z�z 0cnrr O I U 0 d W V w U Z= a H W r Z Qr o� �zzQQO�wO Z�QWpWzow� =z� mcg oQoov,n _Lj W o Q Q r X r a o0, Z,mO=LLJ w Li LLJ 0 N Y X W J Z K o�Uww � o� =�Qr� W� �OmWQ ZU UCn UI Q�Q�W ��``LLJ wO�WJQ�Oa 0 F__z Q Q W Q Q w [)f U L,N U U7 J W U7 W Z_ oLn�O� =UQr Z O Z H Q r W W Ld `W"COa`J'z�¢�Q w�§�oznz O w WZ W � d'JU,W � JZU OOcQ �U W Q J oowU1 U W LLJof§j�`�' z�ozQ W V Q of X 0 W U W D= W U U_ Z W. U r 0�cn W r ¢rzW Coe �z zr U W W Z o�_ U n� w X 0 U= U >z [if w L Z U J= Z O J� 0Qwr OQLLJ [If J �W (I r7 C( p� W Q= W� W W U J r J W =WCC W U, O Z>- H F-- z =QJQ X rJ Lir W U72i QO Z z H z Q D Q J J Z a:X W gJ J 0IL C/� Z IL O cn � w w J J PROJECT LU w LOCATION cn C�_ SANDY LAKE ROAD c� Cn LUz J Q_ _ i P EJT�T�EJO N A DIrT�IrO N LANDISSCJAPEM PLANN 8 SINGLE FAMILY LOTS — (Lots 1R -8R, Lot 1 XR & 2XR of Blk. A) BEING A 2.268 ACRE TRACT OF LAND, OUT OF THE GEORGE JACK SURVEY, ABSTRACT NO. 694 CITY OF COPPELL, DALLAS COUNTY, TEXAS APPLICANT/DEVELOPER : TIMBERLAND CREEK COMPANIES, INC. 3930 GLADE ROAD — SUITE 108-322 COLLEYVILLE, TEXAS 76034 469-688-8224 — 111 TCCI @A TT. NET OWNER: NANCY J. PETTERSON 440 LEISURE LANE COPPELL, TEXAS 75019 214-288-2295 — FAX 972-853-9060 J c�z�z 0cnrr O I U 0 d W V w U Z= a H W r Z Qr o� �zzQQO�wO Z�QWpWzow� =z� mcg oQoov,n _Lj W o Q Q r X r a o0, Z,mO=LLJ w Li LLJ 0 N Y X W J Z K o�Uww � o� =�Qr� W� �OmWQ ZU UCn UI Q�Q�W ��``LLJ wO�WJQ�Oa 0 F__z Q Q W Q Q w [)f U L,N U U7 J W U7 W Z_ oLn�O� =UQr Z O Z H Q r W W Ld `W"COa`J'z�¢�Q w�§�oznz O w WZ W � d'JU,W � JZU OOcQ �U W Q J oowU1 U W LLJof§j�`�' z�ozQ W V Q of X 0 W U W D= W U U_ Z W. U r 0�cn W r ¢rzW Coe �z zr U W W Z o�_ U n� w X 0 U= U >z [if w L Z U J= Z O J� 0Qwr OQLLJ [If J �W (I r7 C( p� W Q= W� W W U J r J W =WCC W U, O Z>- H F-- z =QJQ X rJ Lir W U72i QO Z H D D o Z a:X W gJ J 0IL Z IL O � ENGINEER: T. TABOR CONSULTING, PLLC Sheet No. FIRM I.D # 5279 1301 EAST DEBBIE LANE, SUITE 102-152 MANSFIELD, TEXAS 76063 CONTACT. TOMMY D. TABOR, P.E. L�2 972-896-6989 — TTABOR©TTC—PLLC.COM OF 5 6'-0" 0. C. ALLEY SIDE TYPICAL ALLEY SIDE n n n n n HOME SIDE TYPICAL WOOD FENCE -PLAN VIEW HOME SIDE NTS F' Hlr.H wnnn (-,TAINFn FFNrF PANFI TYPICAL WOOD FENCE ELEVATION NTS PROVIDE THE FOLLOWING FOR THE GATE A - LOCK KEEPER B - LOCK KEEPER GUIDE C - LOCK D - PLUNGER ROD CAP 00 95 1/2" O.C. ±1/2'p WROUGHT IRON FENCE DETAIL NTS V I C I N I T Y M A P PROVIDE 6 FT HIGH WELDED STEEL _I TYPICAL SCREENING WALL PLAN -VIEW 1/4"= 1 ' 0” PICKET FENCE. (COMMERCIAL AEGIS 6" PLUS "GENESIS" FENCE SYSTEM OR APPROVED EQUAL). 2 1/2" 0 X 12 GA. POST 3/4" 0 X 16 GA. PICKET FORERUNNER 3 X 12 GA. POST ALSO AVAILABLE O PANELS ALSO AVAILABLE FOR 6, O.C. POST SPACING I I L —b b —b L —b 12'-4" TYPICAL GARBAGE CAN ENCLOSURE- PLAN VIEW 1/4"= 1 '0" HIGH WOOD 0 I TYPICAL SCREENING WALL ELEVATION NORTHEAST ENDWALL PLAN -VIEW 1/4 It= i ' 0" 7,_ 0„ '-0".2'-0" CAST STONE PETTERSON ADDITION '-0".2'-0" I C NORTHEAST ENDWALL ELEVATION 1/4p`= 1 '0" Op I II/VI I ,A,,,,,f, rrNCE PANELS TYPICAL GARBAGE CAN ENCLOSURE ELEVATION 1/4"= 1 '0" -TAL PIPE 1/4 op=l ' 0" 4'-n„ 4,_n„ NORTHWEST ENDWALL PLAN -VIEW 1/401= 1 '0" -0" 2,-0„k 6,_5„ X2,_0„ 2,_0„ RICK Q0 �� BRICK BRICK NORTHWEST ENDWALL ELEVATION 1/4 It= i $off P R E L I M I N A R Y SCREENING WALL & FENCE DETAILS P E�R'�TlI J'� 1q D DIr9101IrO N N 7 SINGLE FAMILY LOTS & TWO COMMON LOTS - (Lots 1R -7R, Lot 1 XR, 2XR of Blk. A) BEING A 2.268 ACRE TRACT OF LAND, OUT OF THE GEORGE JACK SURVEY, ABSTRACT NO. 694 CITY OF COPPELL, DALLAS COUNTY, TEXAS APPLICANTfDEVELOPER TIMBERLAND CREEK COMPANIES, INC. 3930 GLADE ROAD - SUITE 108-322 COLLEYWLLE, TEXAS 76034 469-688-8224 - 111 TCCI®ATT.NET OWNER: NANCY J. PETTERSON 440 LEISURE LANE COPPELL, TEXAS 75019 214-288-2295 - FAX 972-853-9060 PREPARED BY T. TABOR CONSULTING, PLLC FIRM I.D # 5279 1301 EAST DEBBIE LANE, SUITE 102-152 MANSFIELD, TEXAS 76063 CONTACT: TOMMY D. TABOR, P.E. 972-896-6989 - TTABOR®TTC-PLLC.COM PREPARED - OCT. 8, 2012 1 "= 40' THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, OR BIDDING PURPOSES AND WAS PREPARED BY T TABOR CONSULTING, PLLC (5279) UNDER TOMMY D. TABOR, TEXAS P.E. NO.57248 AUTHORIZATION 1 O w uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuum w m uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu I � uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuu uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuum w uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu 'mom _ w u�iimuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu w uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuum PETTERSON m uuuuuuuuiiiiiiiiiiiiiiiiiiiiiiiiiiuuuum uuuuuuuuiiiiiiiiiiiiiiiiiiiiiiiiiiiuuuum uuuuuuuuiiiiiiiiiiiiiiiiiiiiiiiiiiiuuuum uuuuuuuuiiiiii uuuum uuuuuuuuuuuu o I o w uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuum uuuuuuuuuuuuuuuumuuuuuuuuuuuumuuuuuuuuuuuuuuuuuuuuADDITION m uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu I� N CD -CD 2h w uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu w uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuum m uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu o uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuu uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuum m uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuum w Iw uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu w uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuum uuuuuuuuuuuu RICK Q0 �� BRICK BRICK NORTHWEST ENDWALL ELEVATION 1/4 It= i $off P R E L I M I N A R Y SCREENING WALL & FENCE DETAILS P E�R'�TlI J'� 1q D DIr9101IrO N N 7 SINGLE FAMILY LOTS & TWO COMMON LOTS - (Lots 1R -7R, Lot 1 XR, 2XR of Blk. A) BEING A 2.268 ACRE TRACT OF LAND, OUT OF THE GEORGE JACK SURVEY, ABSTRACT NO. 694 CITY OF COPPELL, DALLAS COUNTY, TEXAS APPLICANTfDEVELOPER TIMBERLAND CREEK COMPANIES, INC. 3930 GLADE ROAD - SUITE 108-322 COLLEYWLLE, TEXAS 76034 469-688-8224 - 111 TCCI®ATT.NET OWNER: NANCY J. PETTERSON 440 LEISURE LANE COPPELL, TEXAS 75019 214-288-2295 - FAX 972-853-9060 PREPARED BY T. TABOR CONSULTING, PLLC FIRM I.D # 5279 1301 EAST DEBBIE LANE, SUITE 102-152 MANSFIELD, TEXAS 76063 CONTACT: TOMMY D. TABOR, P.E. 972-896-6989 - TTABOR®TTC-PLLC.COM PREPARED - OCT. 8, 2012 1 "= 40' THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, OR BIDDING PURPOSES AND WAS PREPARED BY T TABOR CONSULTING, PLLC (5279) UNDER TOMMY D. TABOR, TEXAS P.E. NO.57248 AUTHORIZATION 1 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Petterson Addition, Lots IR -7R & IXR-2XR, Block A, Replat P&Z HEARING DATE: October 18, 2012 C.C. HEARING DATE: November 13, 2012 STAFF REP.: Matthew S. Steer, AICP, City Planner LOCATION: North side of West Sandy Lake Road, west of Summer Place Drive SIZE OF AREA: 2.27 acres of property CURRENT ZONING: PD -200R2 -SF -12 (Planned Development -200 Revision 2 -Single Family -12) REQUEST: A replat to establish seven (7) single-family lots, two (2) common area lots and easements. APPLICANT: Applicant Engineer: Timberland Creek Co., Inc. Tommy Tabor, P.E. 3930 Glade Road, Ste. 108-322 1301 E Debbie Lane, Ste. 102-152 Colleyville, Texas 76034 Mansfield, Texas 76063 Phone: 469-688-8224 972-896-6989 Email: 111TCCIL&att.net TTabor&.ttc-pllc.com Owner: Nancy Petterson 440 Leisure Lane Coppell, Texas 75019 Phone: 214-288-2295 HISTORY: In September of 2006, City Council changed the zoning on this property from Duplex (2F-9) to Planned Development -200 Revised -SF -12, to allow the constriction of four free-standing residential strictures on this tract. Another revision to the Planned Development was approved in May 2008 allowing for: 1. Realignment of the north/south private drive (mutual access/fire lane easement) on the west side of the development; 2. An exception to the garage access requirement that states garage access must only be accessed off of the alley when an alley is present; 3. Revised landscape plan; and ultimately 4. The constriction of four west -facing single-family homes. On July 19, 2012, a zoning request for 8 single family lots and two common areas was denied by the Planning and Zoning Commission; therefore, the plat was denied. ITEM = 11 Page 1 of 2 TRANSPORTATION: Sandy Lake Road is currently a substandard, two-lane, asphalt road. It is scheduled to be a four -lane, divided concrete street, contained within a right-of-way of 100 feet. Utilities are undergoing relocation and constriction is scheduled to begin next year. SURROUNDING LAND USE & ZONING: North: Summer Place housing (single-family homes on approximately 4,000 square foot lots); PD -148 South: Single family homes; SF -7 (Single -Family -7) East: Summer Place housing (single-family homes on approximately 4,000 square foot lots); PD -148 West: Estate single family housing; SF -12 (Single Family -12) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as suitable for residential neighborhood. DISCUSSION: This is the companion request to the previous PD -200R4 -SF -7 request. After the turnaround design has been determined, staff recommends that it be enlarged and detailed showing the property lines, building lines, easements. The private drive is recommended to be a standalone x -lot (Lot 3XR). RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of the request subject to the following conditions: I . 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). 4. Clearly label the variable width easement. 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. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ATTACHMENTS: 1. Replat ITEM = 11 Page 2 of 2 40 20 0 40 80 1P) = 40' V I C I N I T Y M A P 1 53 / 1 j 54 55 I 56 X / Summer Place Addition — — — w /* Vol. 861151 Pg. 923 \ / PD —1148 57 58 l R = 20.00' / D = 90'50'00- T = 20100' 1 L = 31.42' CH = 128.28' CB = S 45100'00 E J. _ 50 Date 51 I j 52 1 I 53 j The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies r0 I 3R, 4R, 5R, 6R, 7R, 1XR, & 2XR Block A, on addition to �C Council on the _---day of --_—_--_--_, 54 2012, and the Council, by formal action, then and there accepted the dedication of streets, alleys, 55 1 and set forth in and upon said re—plat, 56 I j 57 I I 58 herein above subscribed. I �. Alley 59 I 1 .—..—..—..—..—..� L o k e R o o d e F F i n e R o a d UTILITY COMPANY RECEIPT ACKNOWLEDGMENT Verizon Telephone Date Oncor Date Time Warner Cable Date Atmos Energy Date N U v CL OWNER'S CERTIFICATE Whereas Nancy J. Petterson is the sole owner of Lots 1 through 4 and Lots 1—X Block A of the Petterson Addition, on addition to the City of Coppell as recorded in Doc #20070090356, of the Map Records of Dallas County, said tract being more particularly described as follows: Beginning at a 1/2 inch iron rod found for a corner in the North line of Sandy lake Road (75' R.O.W.) at this point, said point also being in the east line of Cottonwood Estates Addition, on addition to the City of Coppell, Dallas County, Texas as recorded in Volume 78225, Page 923 of the Map Records of Dallas County, Texas; Thence N 00 deg 04 mins 33 secs E along the said east line of Cottonwood Estates a distance of 500.00 feet to a 1/2 inch iron rod found for a corner and being the most northerly Southwest line of Summer Place Addition, on addition to the City of Coppell, Dallas County, Texas as recorded in Volume 86115, page 923 of the Map Records of Dallas County, Texas; Thence East along said south line of Summer Place Addition a distance of 177.42 feet to a "x" cut in the concrete for a curve to the right having a radius of 20.00 feet, and a central angle of 90 degs 00 mins 00 secs; Thence along said curve to the right on arc length of 31.42 feet to on "x" cut in the concrete for a point of tangency, said point being in the southwesterly line of Summer Place Addition; Thence South along the West line of Summer Place Addition a distance of 480.00 feet to a 1/2 inch iron rod found for a corner in the North line of Sandy Lake Road; Thence West along said North line of Sandy Lake Road a distance of 198.08 feet to the POINT of BEGINNING and CONTAINING 98,787 or 2.268 acres of land. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, NANCY J. PETTERSON does hereby adopt this final re—plat designating the herein above described property as PETTERSON ADDITION, on addition to the City of Coppell, Dallas County, Texas and does hereby dedicate to the City of Coppell and public use forever the streets and easements shown hereon. The easements shown hereon being reserved for the purposes as indicated. NANCY J. PETTERSON STATE OF TEXAS COUNTY OF DALLAS BEFORE Me, the undersigned authority, a notary public, on this day personally appeared NANCY J. PETTERSON, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the some in the capacity therein stated and for the purposes and considerations herein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 2012. SURVEYOR'S CERTIFICATE I, ______________, do hereby certify that the re—plat shown hereon represents the results of an on the ground survey made under my direction and supervision and that all the corner monuments are as shown hereon. STATE OF TEXAS COUNTY OF DALLAS BEFORE Me, the undersigned authority, a notary public, on this day personally appeared -------- known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purposes and considerations herein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of _**_ f 3 0 0 2012. Recommended for Approval: Chairman, Planning and Zoning Commission City of Coppell, Texas Approved and Accepted: Date Mayor Date City of Coppell, Texas The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing re—plat of PETTERSON ADDITION, Lots 1R, 2R, 3R, 4R, 5R, 6R, 7R, 1XR, & 2XR Block A, on addition to the City of Coppell was submitted to the City Council on the _---day of --_—_--_--_, 2012, 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 re—plat, and said Council further authorized the Mayor to note the acceptance thereof by signing her name as herein above subscribed. WITNESS MY HAND, this the day of City Secretary, City of Coppell, Texas "Floodplain Development Permit Application No._ has been filed with the City of Coppell Floodplain Administrator on (Floodplain Administrator) 2012. 2012. Date NOTE: All streets, common areas and alleys shown hereon are hereby dedicated as a utility, drainage, emergency access, and limited general public access easement. Authorized employee, agents, or represenatives of the City of Coppell, and/or all franchised utility companites serving the development including but not limited to: Verizon Telephone, Oncor, Time Warner Cable, Atmos Energy and / or their successors; shall be unlimited ingress and egress across the easement area, and the right to inspect and conduct their operations therin. The general publis shall have the right of ingress and egress across the easements at lease bewteen the hours of 7:00 AM and 7:00 PM each day. Homeowners within this subdivision shall have 24 hour ingress and egress. H. 0. A. STATEMENT The Home Owner Association shall maintain all common areas, private drive and the perimeter fences of the development. PURPOSE STATEMENT The purpose of this re—plat is to increase the number of single family lots from 4 to 7, to increase the common areas lots from one to two, and to establish the necessary easements. RE—PLAT PETTERSON ADDITION LOTS 1R -7R, LOTS 1 XR, 2XR, BLOCK A, being o re—plat of Lots 1-4 & LOT 1X, BLOCK A PETTERSON ADDITION P E�R'�T�E�R� J'� A ��IrR'�IrO N N 7 SINGLE FAMILY LOTS & TWO COMMON LOTS— (Lots 1R -7R, Lot 1 XR, 2XR of Blk. A) BEING A 2.268 ACRE TRACT OF LAND, OUT OF THE GEORGE JACK SURVEY, ABSTRACT NO. 694 CITY OF COPPELL, DALLAS COUNTY, TEXAS APPLICANT DEVELOPER TIMBERLAND CREEK COMPANIES, INC. 3930 GLADE ROAD — SUITE 108-322 COLLEYWLLE, TEXAS 76034 469-688-8224 — 111 TCCI®ATT.NET OWNER: NANCY J. PETTERSON 440 LEISURE LANE COPPELL, TEXAS 75019 214-288-2295 — FAX 972-853-9060 PREPARED BY T. TABOR CONSULTING, PLLC FIRM I.D # 5279 1301 EAST DEBBIE LANE, SUITE 102-152 MANSFIELD, TEXAS 76063 CONTACT: TOMMY D. TABOR, P.E. 972-896-6989 — TTABOR®TTC—PLLC.COM PREPARED — OCT. 8, 2012 1 "= 40' THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, OR BIDDING PURPOSES AND WAS PREPARED BY T TABOR CONSULTING, PLLC (5279) UNDER TOMMY D. TABOR, TEXAS P.E. No.57248 AUTHORIZATION 11 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD -221R7 -HC, Duke Lesley Addition (RaceTrac) P&Z HEARING DATE: October 18, 2012 C.C. HEARING DATE: November 13, 2012 STAFF REP.: Matthew S. Steer, AICP, City Planner LOCATION: NWC of South Belt Line Road and I.H. 635 SIZE OF AREA: 17.4 acres of property CURRENT ZONING: PD -221R3 -HC (Planned Development 221 -Revision 3 -Highway Commercial) REQUEST: A zoning change to PD -221R7 -HC (Planned Development 221 -Revision 7 - Highway Commercial), to amend the Concept Plan and to attach a Detail Site Plan, to allow the development of a 5,928 -square -foot convenience store with eight (8) pump islands. APPLICANT: Applicant: Representative: Anita Roberson Gladys Bowens Pearson Racetrac Petroleum Masterplan Consultants 3225 Cumberland Blvd, Ste. 100 900 Jackson, Ste. 640 Atlanta, GA 30339 Dallas, TX 75202 (770) 431-7600 (214) 761-9197 �la� dys(t- �,masterylanconsultants.com Engineer: Owner: Ted Murday Frisco 5 Ventures, LP Adams Engineering 7750 N. MacArthur, Ste. 120 910 S Kimball Ave Irving, TX 75063 Southlake, TX 76092 972-620-9307 (817) 328-3200 HISTORY: In February 2007, this property was a part of a larger rezoning from a Highway Commercial District to a Planned Development for Highway Commercial uses to allow tilt -wall constriction and additional attached signage on office buildings that are 50,000 -square -feet or larger and to allow the development of mixed uses, including retail, office and hotel on a total of 78.5 acres of property. In July 2007, a rezoning was approved to revise the Planned Development to attach a Concept Plan for retail and restaurant uses on 17.4 acres of property. On July 8, 2008, a proposal for a Detail Planned Development for a Racetrac was unanimously denied by City Council at this same location. ITEM = 12 Page 1 of 8 TRANSPORTATION: South Belt Line Road is a P6D, major thoroughfare built to standard in a 120 - foot right-of-way. SURROUNDING LAND USE & ZONING: North — vacant; PD -221R3 -HC (Planned Development -221 -Revision 3- Highway Commercial) South — vacant; PD -221R3 -HC (Planned Development -221 -Revision 3- Highway Commercial) East — vacant; A (Agriculture) West — vacant; PD -221R3 -HC (Planned Development -221 -Revision 3- Highway Commercial) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as suitable for Freeway Special District. A gas station is not compatible with what is envisioned for this property. DISCUSSION: This is a two part request- an amendment to the 17.4 acre Conceptual PD and the establishment of a Detail PD for a 1.89 acre Racetrac site. Conceptual PD Amendment: Within the overall Conceptual Plan, there are only 2 proposed changes to what was previously approved. One, to allow for a city entry feature and project sign with landscaping to be constricted at the southeast corner of the site (constricted and funded by the applicant). This is shown on the Landscape Concept Plan. The applicant is attempting to meet one of the goals outlined in the Freeway Special District of the Comprehensive Plan calling for a focal point near major intersections and around "gateway" areas. The second change to the Conceptual PD is to allow for the proposed Racetrac to have a 60 square foot monument sign although the site is less than 2 acres in size. Although many perimeter and parking lot trees are depicted on the Conceptual Landscape Plan, only the ones shown around the entry sign on the Phase One Landscape Plan will be planted at this time, if approved. Refer to the Conceptual Plan for the segments of the streets proposed to be constricted if the Racetrac is approved at this time. These are labeled as "proposed" and the remainder labeled as "future". Racetrac Detail PD: This is the second attempt to receive approval for a detail planned development proposal to be platted out of the larger tract of land conceptually approved for retail and restaurant uses. Proposed is a 24 hour, 5,928 -square -foot convenience store with an 8,773 -square -foot gas canopy with 16 gas pumps on 1.89 acres. There are two access points to South Belt Line Road, both being shared drives on the proposed north and south property lines. The applicant is proposing a traffic signal for the northernmost drive and if the PD is approved has agreed to provide a traffic study showing that one is warranted. There is also a shared drive ITEM = 12 Page 2 of 8 shown on the proposed west property line extending south to provide another means of access to the site. In the establishment of the larger conceptual planned development for this area, only circulation patterns, signage and architectural compatibility were approved. Every other detail, including land use, site layout, parking, landscaping, building materials and color, were left to specifically adhere to the requirements of the base zoning of the HC (Highway Commercial) District. According to Coppell 2030, A Comprehensive Master Plan adopted in March 2011, the purpose of the Freeway Special District (which this property is a part of) is to provide areas within the community for conventional high intensity regional commercial uses and office developments dependent upon good transportation access to highway interchanges and frontage roads. These areas are primarily intended for medium -to -large scale developments serving travelers and clientele from the region and typically experience high volumes of ingress and egress by auto traffic. The uses include hotels, multi -story office buildings, medium - to -large scale regional commercial uses, restaurants, and other uses dependent upon high volumes of vehicular traffic. The HC District reflects this vision and is outlined within the Zoning Ordinance. The intent of the district is stated as follows: The "HU highway commercial district is intended primarily as a high intensity area permitting a mixed-use for office, commercial - retail, and highway oriented uses, such as hotels, restaurants, and low and mid -rise offices, and should be located generally along high-volume thoroughfares. The site characteristics for each area should be designed in a manner to create an attractive appearance from I.H. 635 and S.H. 121, and an impressive gateway into the community. Because these areas are designated as major thoroughfare entry points, emphasis has been placed on building arrangement, setbacks, parking, and landscape treatment, which are intended to be elements influencing the character of entrance into the city. It is the intention of the "highway commercial" zoning district to create an attractive and unique entrance into the city. This planned development request was reviewed based on the vision of the comprehensive plan and the base zoning (HC District) of this lot. Staff does not feel that this large scale gas station/C-store use fits in with this vision. Staff has reviewed the plans several times, each subsequent time on a technical basis setting aside the staff's major concerns (gas station land use at the gateway to the community, severe landscape area deficiencies and overall unattractiveness of the proposal), to give guidance on conformance with Coppell's regulations. Unfortunately, the applicant has disregarded staff input. The outstanding items are included within a list under staff's recommendation. ITEM = 12 Page 3 of 8 Site Plan: The site plan shows the 5,928 -square -foot convenience store dwarfed with an 8,773 -square -foot gas canopy with eight pump islands (16 pumps) in front of it. The circulation on site is adequate, but little unpaved area remains to fulfill the landscaping area requirements. The site is too small to support such a large convenience store with gas pumps. As with the previous proposal in 2008, there are multiple concrete bollards and street lamps separating the walkway in front of the building from the parking adding to the visual clutter associated with this use. Parking: Within the HC District, no more than 50% of the required parking can be located in the front of the building. This requirement is specific to the HC District in order to create a better appearance from adjacent thoroughfares. This proposal is not meeting this requirement, as there are a total of 30 parking spaces required and proposed parking spaces, 19 of which are located in the front yard. The applicant is requesting an exception to this requirement via a condition of the Planned Development. It has been recommended to the applicant that a bermed hedge row be used to screen the parking lot and gas pumps from Belt Line. As with the previous proposal in 2008, it was recommended that the applicant look at reorienting the building closer to Belt Line Road with the seven gas pumps either to the side or the rear. This would possibly eliminate the need for a front yard parking variance. Neither of these suggestions was included on the current submittal. Landscaping: The overall landscape areas are a primary concern. The applicant is not meeting the minimum area requirements of the Zoning Ordinance as it relates to the landscaping area being provided. The amount of paving on site (60,398 square feet) is extensive and alone would be reason enough to require that they meet or even exceed the green area requirements. Please refer to the bottom left exhibit on the Landscape Plan. This depicts the landscape areas proposed for each category (interior, nonvehicular, perimeter) and the massive amount of paving. Of the 28,080 square feet of required landscaping, only 15,780 square feet, or 56% of the required area is proposed. This is a 12,300 square foot deficiency. The HC District calls for a landscape treatment to "influence the character of the entrance into the city." 60,398 square feet of paved area with gas pumps, parking and a C -Store is not the influence on the entry character envisioned. The applicant was informed that the landscaping areas were deficient and suggestions were made on how they could enhance the landscaping to offset some of the inadequacies. It was suggested to berm the hedge row on Belt Line Road and to include a landscape island at the end of the gas canopy. Neither of these suggestions were followed. To the applicant's credit, three parking spaces on the south side of the building were eliminated and converted to green space and 1,438 square feet in standard paving was changed to enhanced paving at the northeast corner of the building between the bollards and the corner facade. ITEM = 12 Page 4 of 8 However, even with these changes being made and if the enhanced area was allowed to be counted toward the landscape area, the deficiency would be reduced to 10,862 square feet, a number far too substantial to go unnoticed. This is a primary image zone in the ,Streetscape Ordinance and this site in particular has been given the unique HC zoning designation specifically for this reason — "to create an attractive and unique entrance into the city." The specific shortfalls in landscape areas are required to be listed as PD Conditions. Even if the proposed land use were desirable at this location, staff would not support such a landscaping variance to the standard requirement. Elevations/ Signage: C -Store Elevations: The convenience store architecture in and of itself is acceptable. Dark brown brick with a lighter brown stone color are the primary materials to be used. The roofline is flat with dark bronze standing seam hip roofs above the entries on the north and east elevations. There are a few items that need to be changed or removed in relation to the awnings and signage. There are bright yellow internally illuminated metal awnings proposed above the windows and back door. They would need to be changed to a neutral/earth tone fabric or sumbrella material and not be illuminated. The second concern related to the window signage or the "illuminated operable marketing windows". These are depicted on both the black and white elevations and color sign package and are not permitted. These concerns were conveyed and agreed to be addressed in a meeting on October 5, 2012 with Racetrac, but the changes were never made to the plans. Staff is unsure if these items were left on intentionally for the purpose of negotiation at the Commission meeting or if it was an oversight by the applicant. The multicolored (red, white and blue) attached signage on the building does not meet the signage requirements that call for signs to be individually mounted white channel letters. This is listed as another PD condition. Canopy/Pump Elevations: Since the initial submittal, the applicant has modified the black and white canopy elevations to remove a red stripe but retained the Racetrac logo on the two sides. This is depicted as smaller and centered on the elevations than what is shown on the sign proposal - oversized and not centered. Staff would recommend that it be removed from the canopy, but if it is the intent of the applicant to request yet another variance, then, at least, the request should be consistent. Signage is strictly prohibited on gas canopies and this would also be required to be a PD condition. The pumps are depicted as being red with a red/white topper with the Racetrac logo on the color sign elevations. The signage should be removed and the color changed to match the brick columns. Monument Signage: The location of the monument sign is proposed to be in the center of the site 15 feet from the right-of-way. The monument sign is a basic wall with a fabricated aluminum cap. It will have aluminum pan panels ITEM = 12 Page 5 of 8 depicting Racetrac (red background), regular unleaded (yellow background) and Diesel (green background). Also proposed is a cabinet inset with scrolling pricers to change with the common gas price fluctuations of today. The prices will be in white and the background black. According to the approved/proposed Conceptual PD, this will be a deviation from the brick monument sign design along Belt Line and should be noted as such. Once again, staff can not support this proposal. Previously Approved Conceptual PD Conditions and Amendments: In the previously approved conceptual planned development ordinance, several conditions were placed on the property. The applicable conditions are listed below with a comment in bold relating to this detailed PD: 1. Prior to development on any tract within this Planned Development District, a detailed Site Plan with elevation facades shall be submitted to assure architectural compatibility and compliance with the HC District. This is the first development of the 17.4 acres and will set the architectural tone for the entire development. 2. Traffic and vehicle circulation of the 17.4 acres shall be in accordance with the following development regulations: (2) Private Street "B" shall: (a) not have any head -in parking, (b) have no intersecting driveways within 150 feet from Belt Line Road, The driveway is located approximately 120 feet from Belt Line and would therefore require an exception to this requirement and to be listed as a new PD Condition. 3. Detached signs were permitted as follows: (d) Four single -tenant monument signs along Belt Line (maximum one per lot).(1) Monument signs along Belt Line being limited to 40 square -feet, unless the lot exceeds the two acre minimum required for a 60 -square -foot sign. The Racetrac proposal includes a single tenant 60 square foot monument sign that would require an exception. This has already been listed as a proposed Conceptual PD Amendment. 4. The location of all detached signs being in accordance with the Sign Ordinance and all monument signs shall be externally illuminated. This proposal is in conformance with the location/setback requirements of the Zoning Ordinance that call for the spacing from internal property lines to be at least 75' and 15' from the right-of-way. . 5. All detached signs shall be architecturally compatible and consistent through the District. Staff is unsure of the intent of the applicant. This monument sign will either set the architectural tone for all monument signs on Belt Line Road within the 17.4 acres or be a requested variance. 6. Landscaping Plans shall be submitted at the time of Detailed Site Plans and shall comply with Article 34 of the Coppell Zoning ITEM = 12 Page 6 of 8 Ordinance, with the exception that the required ten -foot landscape buffer along internal property lines subject to such otherwise required landscaping be reallocated in the interior of such lots within the District. The perimeter landscaping areas adjacent to the drives are not being provided for within the site. This will need to be noted as an exception (along with the exceptions to the other two categories of landscape areas) from the previously approved conceptual PD Ordinance. Regarding condition 41 above, Race Trac is setting the architectural tone for the entire 17.4 acres of the Planned Development. This means that each future stricture will be required to match this gas station design. Although, the convenience store is their new prototype and might be seen as more attractive than other existing Racetrac's in the area, staff does not want this to set the architectural tone for the entire 17.4 acres. Another similar Racetrac has recently been built in Irving on the south east side of Belt Line and LBJ at Regent Blvd, cattycorner to this proposal. All and all, there have been several meetings with the applicant who has been made aware of the severe deficiencies of landscaping, the gas station land use not being part of the vision for this property, and several alterations that can be done to enhance the proposal. Some of the alterations have been agreed to verbally, but have not been reflected on the plan (i.e. the awning color/material, elimination of advertising on the building, inclusion of a landscape island at the south end of the canopy). Even if the suggested alterations were made, this is the wrong use at the wrong location. It was denied once before and should be again. Staff cannot support this request and recommends denial of the proposal. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending DENIAL of this request due to the conflicts with the Comprehensive Plan, the land use not being compatible with that envisioned for this location, and the major deficiencies in landscape area. Some of the outstanding items are as follows: 1. The overall site area is too small. 2. Inadequate landscaping area (10,000 square -feet short). 3. Not abiding by the Comprehensive Master Plan which recommends against this use at this location. 4. Exclusion of a PD condition note on the Site Plan outlining the variance to the landscaping areas (required areas and provided areas for the interior, perimeter and nonvehicular landscaping areas) shown. 5. Failure to consider berming the landscape area (3 feet) along Belt Line and placing the proposed hedge row (3 feet) on top as recommended by staff. 6. Ignoring a suggestion to include a landscape island at the south end of canopy with an architectural element (i.e. boulder or stone monument) to prevent tricks from driving on it. 7. Not including the north driveway spacing (120') as a PD Condition. This is a deviation from the 150' requirement established in the conceptual PD. ITEM = 12 Page 7 of 8 8. Not listing the proposed "illuminated & operable marketing window" sign or the multicolored (red, white and blue) attached signage on the east and north elevations as PD Conditions. These do not meet the signage requirements. 9. Failure to remove the note "illuminated sign panel" on the right side of the front elevation pointing to the wall, unless this to be incorporated in the sign proposal. If it is, then include details within the sign package and list it as yet another PD Condition on the Site Plan. 10. Not including "illumination of awnings" within PD condition outlining the yellow metal awnings variance. 11. Not updating the Conceptual Landscape Plans to reflect the most recent Racetrac proposed configuration. 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) Planned Development Conditions (prepared by applicant) 2) Applicant's Land Use Statement (2 pages) 3) Sign Package (8 pages) 4) Conceptual Plan 5) Conceptual Landscape Plan 6) Conceptual Phase One Landscape Plan 7) Detail Site Plan 8) Landscape Plan 9) Elevations (2 sheets) 10) Floor Plan 11)Details (3 sheets) ITEM = 12 Page 8 of 8 ' -\ ILI 14 RA RJWJ 4 IM'►I 14 011 •\ •\ 1) Establish circulation patterns within the 17.386 acres in benefit to the hotel site and this development 2) Establish pylon signage locations at each parcel fronting I.N. 635 (LBJ Freeway). Pylon signage not to exceed 35 feet in height and 200 square feet. These pylons shall be architecturally compatible with the building in terms of style, materials, and colors. 3) Establish that all buildings built in this development shall be architecturally compatible and comply with all provisions listed in Section 12.22.5 of the City of Coppell "HC" Regulations. 4) Establish that all landscaping shall comply with Article 34 of the Coppell Zoning Ordinance, with the exception that the required 10' landscape buffer along internal property lines may be waived adjacent to mutual access easements to reduce the amount of concrete drive aisles, and improve circulation, and an equivalent amount of landscaped area and trees shall be provided interior or along the perimeter of each parcel. 5) Establish that each parcel must submit a "Detailed Site Plan" to the City of Coppell for specific approvals and amendments to the PD for their tract 6) Allow for a retail store with vehicle fueling service use of Lot 4 7) Allow for greater than 50% of the parking to be located in front of the store 8) Allow for 60 square foot single tenant sign along Beltline Road for Lot 4 9) Allow two internally illuminated can signs, each no larger than 15 s. f. on the canopy as shown on the canopy elevations 10) Allow yellow painted metal awnings in lieu of canvass as depicted on the building elevations Reasons for zoning request: Amend concept plan for 17.386 -acre tract, add conceptual landscape plan for 17.386 -acre tract, and provide detailed landscape and site plans on the 1.881 -acre tract for RaceTrac LAND USE STATEMENT The Site The proposed site contains approximately 1.881 acres out of a 17.386 -acre tract of land located near the intersection of IH -635 and Dividend Drive on the west side of North Beltline Road in Coppell, Texas. The site is zoned PD -221 -R3 - HC (Highway Commercial) and allows gasoline service stations without automobile repairs with a Special Use Permit. In fact, the original concept plan for the site depicted a "convenience store and gasoline station". This site is part of a larger tract which is one of the last remaining sites in the City of Coppell with freeway frontage and is, therefore, considered a gateway to the City. As such, this site must be developed in such a manner as to complement and facilitate future development on the larger site, providing the catalyst for a signature destination. The developer of the site believes the first round of improvements will do just that. The proposed store is proportional to the site allowing a smaller area for additional amenities. It is a desirable site because it is near the crossroads of two major thoroughfares and would serve and cater to the morning traffic patterns. The morning patrons are the targeted clientele. The site is located in the middle of the larger 17.386 -acre tract, allowing the proposed development to serve the larger tract. It is also far enough away from the corner tracts to allow for other development in the future as envisioned by the city. Surrounding Uses The area is located near two major corridors (LBJ/Beltline). To the east of the site is vacant land owned by Crow Billingsley near the intersection of Beltline and Hackberry as well as the site for the Quik Trip convenience store and gasoline station. Along L. B. J. Freeway are Amegy Bank, Jack-in-the-Box, Taco Cabana, all with drive-through access, and the undeveloped property owned by Lucy Billingsley at North Lake. To the west of the site is vacant land, however, development of the subject site may spur future development. A vehicle fueling station would be an important community retail use for this larger undeveloped, mixed use area at Cypress Waters. To the south of the site is the City of Irving and land improved with an office building, a hotel, two tracts of unimproved land on the east and west sides of Beltline Road, a Starbucks and a Jimmy Johns Gourmet Sandwich Shop. It is unlikely that another hotel is needed in the immediate future since the City of Irving (Las Colinas) provides approximately 2,000 hotel rooms to accommodate visitors to the areas, ranging from boutiques, traditional and extended stay, etc. There is also a Racetrac retail store with vehicle fueling service located to the south of this site. This store met the criteria established by Las Colinas and was perceived as a good development for the area. Las Colinas guidelines for development are stringent and comparable to the City of Coppell. To the north of the site is an industrial building near the intersection of Beltline Road and Dividend Drive. Most commuters will not want to go too far north for gas but would prefer to spend their money within the city limits where it benefits them. The Request The applicant proposes to construct, operate and maintain a retail store with vehicle fueling service and requests a zoning change (planned development district) to allow the use, amend concept plan, add concept landscape plan for the 17.386 -acre tract and provide detail plans on a 1.881 -acre tract of land for RaceTrac, and to make other changes necessary for development of the site. While under the zoning such use is identified as a gasoline service station with retail sales, the company considers itself to be a retail store with vehicle fueling service for RaceTrac Petroleum, Inc. The family-owned business currently operates in five states and desires a strong presence in the North Texas area. The facility will be the first major redevelopment in this pivotal corridor and will hopefully galvanize additional efforts. This is why the owner/developer desires RaceTrac as a catalyst. It will drive additional retail at the site which is critical to getting the first phase of development underway. 1 The company understands the significance the City of Coppell attaches to the property on which the proposed retail store with vehicle fueling service is to be constructed, as one of the gateways into the City of Coppell. This construction and development will be the first for the site and as such will become the standard for others. The company proposes to provide a new store prototype which will complement future development of the nature desired by the City of Coppell as a signature destination. The company is investing over a million dollars in the development of the site and must be able to bring key components of its "branding" to the site while addressing the concerns of the City. The company is flexible and will work with the city to accommodate its requests to the extent possible. For example, signage will be limited when compared to the amount of signage generally maintained at many of the RaceTrac retail stores. The company is amenable to using different colors to make this an attractive, complementary store for any subsequent development. The company is hopeful that the City of Coppell also has some flexibility regarding the proposed development. RaceTrac has experience with being the lead developer in many areas and its customers are highly desired by other retailers in a development. The store will provide approximately 20 jobs and will be a unique concept. It will be larger, brighter and more appealing than most convenience stores with gasoline pumps (approximately 6,000 square feet). The building will be constructed of brick with awnings (colors negotiable). This store will exceed the expectation of the "convenience store and gas station" shown on the original concept plan for illustrative purposes. It will be more of a destination than could have been originally envisioned because of changing store concepts. Annual sales tax revenue for a store of this size averages approximately $240,000. RaceTrac will provide, among other things, upgraded landscaping, decorative fencing and paving, indoor dining, enhanced lighting inside and outside the store, colorful awnings, reduced signage, and ample parking spaces on the site. The retail store will also feature a frozen yogurt shop, along with its coffee and breakfast sandwich shop and other items. Additionally, the company will provide a strong gateway feature along the intersection of L. B. J. and Belt Line Road highlighting the City of Coppell and the area as a destination point. This gateway feature will be developed in coordination with the appropriate city staff of the City of Coppell. The company is currently building a store on Garland Road at the entrance to the City of Garland and is including the construction of an entry feature for the city. It has become increasingly difficult to locate gasoline stations within the cities. As a result, it is difficult for citizens to readily shop for gasoline in the cities where they live. The perceived aesthetics and misunderstanding of the traffic associated with gasoline stations hamper efforts. Much of the traffic at a fueling station associated with a retail store is existing pass -by traffic or traffic using the retail site. The traffic generated will be coveted by other potential retailers on the site. The site is limited in access and a traffic signal is desired at the northern median opening that would be provided at the expense of the developer. Justification for the traffic signal will be provided during the engineering review process. The company recognizes the need to work with cities to address traffic patterns, and create an attractive site and atmosphere for the long term. In order to coordinate and address the aesthetics of the store and the service bays, the number of service bays has been reduced from the original plan. It is the intent of the company to balance the needs of the community with the needs of the consumer. Part of the internal roads needed to serve the site will be built to provide ingress and egress to the proposed development at the cost of the developers. Portions of the infrastructure costs associated with providing water, drainage, sewer and other utilities to the site will also be borne by the developer. The proposed use of a portion of the land for a Racetrac retail store with vehicle fueling service is similar in character to the existing development along L. B. J. and illustrated on the concept plan submitted with the original PD ordinance. In conclusion, the approval of the RaceTrac retail store with vehicle fueling service will be a first effort in a soft economy and will be a strong foundation upon which to build. !r-. 1] L lK yx a y MMIRi x. -7, VA 01, C 0 04, rel 4, GRAPHIC SCALE SCALE; 1' = 20' SITE PLAN SCALE: I"=56' 01%, YOU 02'. K2 COPPELL, TX PROJECT #231 1111::111111INNA1111 1111:111 11111111C I Colillilliiii NNiIIIIOIIINH clill ps I ollimill::11111� AIILI�A.L�LOIAL�O.E'ST.I'S"I'N DEG PROPER GROUNDING& BONDING OF THE SIGN SIGN WILL BEAR UL LABEL�S) 0 R-2 3/4" I EXTERNALLY ILLUMINATING FIXTURE OD/F EXT. -LIT MONUMENT w/ SCROLLING PRICERS ONE ( I) REQUIRED - MANUFACTURE & INSTALL COPPELL, TX • CSI TO MANUFACTURE AND INSTALL D/F MONUMENT WITH GRAPHICS PAN -PANELS PROJECT #231 (FIRST SURFACE VINYL DECORATIONS), AND RECESSED AREA IN BRICK TO INSTALL SCROLLING FUEL PRICER UNITS. ADDRESS NUMERALS, ARE ALUMINUM FCOs, FLUSH PIN MOUNTED TO ENDS; PAINTED RT DARK BRONZE. LOGO, REGULAR, & DIESEL EACH GET THEIR OWN ALUMINUM PAN -PANEL WITH APPLIED VINYL GRAPHICS. PANELS ARE CLIP -MOUNTED TO BRIO" r r'IN Ir' 3M OPAQUE VINYL COLORS ARE AS FOLLOWS: CAP TOP -FACE • BACKGROUND IS I ST SURFACE APPLIED # 180C-13 TOMATO RE • BLUE OUTLINE AROUND "RACETRAC" TO BE # 180C-17 SAPPHI • "RACETRAC" 11911 & STRIPE TO BE # 180C-10 WHITE PRODUCT GRAPHICS • "REGULAR UNLEADED" TO BE BLACK (# 180C-12) VINYL OVER # 180C-15 BRIGHT YELLOW VINYL BACKGROUND ALL TO BE I ST SURFACE APPLIED. • "DIESEL" TO BE # 180C-10 WHITE WITH# 180C-186 BRIGHT GRE I ST SURFACE APPLIED BKGD. SCROLLING FUEL PRICER UNITS ARE RECESSED WITH IN MONUI� AND FRAMED WITH BRONZE RETAINERS. • 1 '/2" RETAINERS & DIVIDERS, RACETRAC DK. BRONZE (SEE BEL, • FOUR (4)SCROLLING PRICE CHANGER UNITS TO BE PROVIDED BY OWNER (SIE II I411 -X � SII IIII I � FOR IlD11 �AIIIL..S). • ALUM. CAP PAINTED RACETRAC DK. BRONZE (SEE BELOW) -CSI TO INSTALL NEW BASE STEEL SUPPORT&FOOTINGS (1) ONE NEW 4" O.D. X.28" WALL STEEL SUPPORT (1) ONE NEW T-6" DIA. X 3'-6" DEEP CONCRETE PIER REQ'D. ALL CONCRETE PADS AND MASONRY* BY G.C. BRICK: "Kimberly" by Boral STONE: "Country Ledgestone - Aspen" by Boral EXTERNAL LIGHTING (4' TO 4 1/2' FROM MONUMENT SURFACE TWO (2, ONE EACH SIDE) RAB [FZH250SFPSQ] FIXTURE WITH 25( COLORS: 2"=1'-0" Black 60 SQ,SCALE: Il' If: RaceTrac Dk. Bronze (see color formula below) White ® PMS 485 Red PMS 280 Blue PMS 123 3630-25 3M Sunflower Yellow ® PMS 349 3630-26 3M Green Harold Conway McSweeney Painting PACE TPAC (PAINT BRUSH -OUTS) 18" McSweeney Arch Vendor Base: Sheen: APPV'D Allryd latex Flat I E/Shell S/Gloss Control No: No: (Supplier) Color No: Product: location: YES — N/A P-13 N/A SW SW (CUSTOM Bronze 2008) ASE X Satin Ext: Metal Brick Lintels BAC Blend -a -Color OZ 32 64 128 Ext: Bollards, Fuel Canopy -Area MAT(P I SAME W 1 White 0 43 - I Steel and Metal Dumpster Gates BI 01"TLI IF`0S BI Black 4 55 1 0 Ext: Roof Door & Doorframe 1 All< E `vA/C. kT I R2 Maroon - 17 1 0 ��(.)Il Y3 Deep Gold 57 1 - G2 New Green 6 III"' "'E"1111SIIII:AIIIE CIIII''ElllhIIIII'llll TIIIIOIIIIlIIII':TY c1111.Pi'r IIITlIlll'lllPROPER GRO NDING & BONDING OF THE SIGN SIGN WILL BEAR UL LABEIuS) lIIII'T 21/2'' C011'4DU|T w/pp/rrAlR/r �WUSTVEIN � —mcnuwMII)ll 11 11 RETAllll\AER S/F SCROLLING PRICE CHANGE UNIT TYYD-EA.(2)REQUIRED CUSTOMER TDPROVIDE AND DELIVER ALL PRICING UNITS. TWO (2) S/F CABINETS 8YSlKY1 11\4E)RAINTED-RACETRACBRONZE COPPELL, TX Z2�6�- SIGN WILL BEAR UL LABEL�S ) +/- 222' 5/8" FRONT CANOPY ELEVATION m l LEFT SIDE CANOPY ELEVATION SCALE: 3/32" = 1'-0" SCALE: 3/64" = 1'-0" 40'-0" RIGHT SIDE CANOPY ELEVATION SCALE: 3/32" = 1'-0" COPPELL, TX Z2�6�- PROJECT #231 ....................................................................................................... IIII"' �""�"'IIII'IIII,AIII1 i0illll'�iHGIII'��Illlllllli"IIIIO�III'�� IIIIC IIIL p s"'I"' IIIA IIIIVIII IIII' WHITE LETTERS ARE IND. W/ BLUE TRIMCAPS & RETI, MOUNTED ON ALUM BG I IT -6 3/8" looLIT CHANNEL LETTERS ON A CLOUD BACKGROUND PANEL SCALE: 3/8"=1'-0" TWO (2) SETS REQUIRED - MANUFACTURE & INSTALL 5II.0 SQ. F I. II:AC:II II S11- �� "®" IS TO BE .063" ALUM. INTEGRATED INTO CLOUD BACKGROUND with Ist. SURFACE. 3M #7725-10 WHITE OPAQUE VINYL OVERLAY BLUE OUTLINE IS DECORATIVE VINYL APPLIED FIRST SURFACE, TO ALUMINUM BACKGROUND PANEL (PAINTED RED). WHITE LOGO LETTERS ARE INDIVIDUAL, LIT CHANNEL LETTERS INSTALLED ONTOP OF BACKGROUND PANEL WHICH IS MOUNTED TO CANOPY. I1RlllMA1RY II IL..IE C � IRIIC:AII By 0 � 11 1111 �S (1140 � IIII4cll 4 uII Lll-111 ) IIi"y C:SII). U.L. LABELS REQUIRED INSTALL IN ACCORUANCL W/ NAT IONAL LLLC I RIC COOLS i3" ALUMINUM BACKGROUND PANEL, PAINTED PMS 485c RED JD FLUSH MOUNTED TO CANOPY. BLUE 'OUTLINE' IS 3M 180C-37 SAPPHIRE BLUE DECORATIVE VINYL APPLIED TO FIRST SURFACE OF RED BG PANEL. SPECS PER CUSTOMER .050" ALUM. CHANNEL LETTER RETURNS PAINTED TO MATCH SAPPHIRE BLUE VINYL. INSIDE OF 063" ALUM. BACKS AND RETURNS ARE PRE -FINISHED L.E.P. WHITE 2" BLUE JEWELITE TRIMCAP NON - CORROSIVE METAL MOUNTING ANCHORS BOLTS COMPATIBLE W/ WALL CONSTRUCTIONS 187" WHITE CYRO ACRYLITE ACRYLIC FACES. INTERNAL ILLUMINATION WITH WHITE SLOAN VALUE -LINE PLUS LEDs ELECTRICAL PRIMARY THRU'/2" DIA. SEALTITE (ELECT. HOOK-UP BY CHANDLER TO EXISTING PRIMARY PROVIDED BY CUSTOMER) - SEAL ALL WALL PENETRATIONS WITH CONSTRUCTION GRADE SILICONE CAULK REMOTE L.E.D. POWER SUPPLIES /M" DIA. WEEP HOLES IN LOW POINTS - OF LETTERS ( MIN. ( 2 ) PER LETTER) - ALUMINUM LIGHT SCREENS AT EACH WEEP HOLE TO PREVENT LIGHT LEAKS .063" ALUM. BACKGROUND PANEL PAINTED PMS 485c RED, WITH I ST SURF. 3M # 180C-37 SAPPHIRE BLUE OPAQUE VINYL'OUTLINE' OVERLAYS. COPPELL, TX Z2�6�- PROJECT #231 LETTER SECTION N.T.S. ..Niiii ...iiii:111l.. 11111111C 1 ilii... ........ 6011111 1111114 111101) ill PS I ul uu uu4 I" RADIUS w O c~i� 2 w �_ w _ m w .p > zo no w Q Za~C w w U > All 11 011 11: +# II II AGS 1350 li^ uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum i�rvi�rvi�rvi�rvi�rvi�rvi�rvi�rvi� �S`, 3 TOP VIEW m D/F PUMP NUMBER FLAG DETAIL 3" = 1'-0" IIIIIIIIIIIIIIIIIIIIIIIIIII 1350 All 11 EVE +# II II AGS cF TOP VIEW 3" FLANGE SIDE VIEW DIA. MOUNTING HOLES FROM TOP & BOTTOM COPPELL, TX PROJECT #231 TOP DETAIL @ COLUMN (TYR) V (2) �A::COIN II AS � 11 -111411 -IGS 1:'A11 '4 � 11 11 � 0 111A � x:11 11 111 M5 11 11-11[) II IIIAIf[)S. �w w� 111'401'111: 0II1111S I11131111111011KP-IS 111 11114111 111'5 Y 111-1111011114 11131111111011K11131111111011KC01111111,41111:1111 11111..U11111111r-.. All . 0, III':SIII111'SIII'r-.C'S"1110111`4 0111'- 111'-111... 1114G'IIIII:. To 11131111,', 13y 111-1111111:11 111) U111SV1111-X QPUMP NUMBER FLAG SET 3/4"=1'-0" ONE (1) OF EACH - 16 TOTAL REQ'D. - MANUFACTURE AND INSTALL 0.79 SQ. FT. EACH PANEL TYPICAL 2'-0" ..................................................................................mm END VIEW 3/16"= 1'-0" COLORS SPECIFICATION: .090 ALUMINUN BLANK 485 RED PAINTED RED 3M 3650-10 WHITE VINYL WHITE NUMBERS & STRIPES 3M 7725-37 SAPPHIRE BLUE 280 BLUE ....................................................................................................... III°' C I"'IIII'11111C,AIII1 601111',1111114II 1111101111 N C IIIL p s"'I"' iV 1111w IIIIVIII 111111 SIGN WILL BEAR UL LABEL�S ) FRONT ELEVATION 1/ 16" = 1,-0" REAR ELEVATION 1/ 16" = 1,-0" LEFT ELEVATION 1/ 16" = 1,-0" COPPELL, TX Z2�6�- PROJECT #231 ....................................................................................................... lill ps I ui uu uu PROPER GROUNDING& BONDING OF THE SIGN SIGN WILL BEAR UL LABEL�S) WHITE LETTERS ARE IND. LIT CLs W/ BLUE TRIMCAPS & RETURNS, MOUNTED ON ALUM BG PANEL. r�� 15'-4" FIELD VERIFY LENGTH OF MULLION 18'-8 1/2" BACKGROUND PANEL 14'-5" .063" ALUMINUM BACKGROUND PANEL, PAINTED PMS 485c RED AND FLUSH MOUNTED H.S.S. TUBE. BLUE 'OUTLINE' IS 3M 180C-37 SAPPHIRE BLUE DECORATIVE VINYL APPLIED TO FIRST SURFACE OF RED BG PANEL. -------------- ---------- ------------------------- - uilill�lillllll I H.S.S. TUBE (BY OTHERS) =_v_ "®" IS TO BE .063" ALUM. VHB MOUNTED with Ist. SURFACE. 3M #7725-10 WHITE OPAQUE VINYL OVERLAY WHITE LOGO LETTERS ARE INDIVIDUAL, LIT CHANNEL LETTERS INSTALLED ONTOP OF ALUMINUM BACKGROUND PANEL, BG PANEL IS FLUSH MOUNTED TO H.S.S. TUBE, SECURED TO GLASS. BLUE OUTLINE IS DECORATIVE VINYL APPLIED FIRST SURFACE, TO THE ALUMINUM BACKGROUND PANEL (PAINTED RED). 11:1RIllMAIRY II II I:C: � Ii IIC:AII By 0 X 111111 �S (II40 � IIII+VC:II 4 ull ill I1) IIi3Y C:SII). SPECS PER CUSTOMER .063" ALUM. BACKS PRE -FINISHED WHITE INSIDE .050" ALUM. LETTER RETURNS PAINTED TO — MATCH SAPPHIRE BLUE VINYL. OUTSIDE & PRE -FINISHED WHITE INSIDE. 2" BLUE JEWELITE TRIM 13211i1�rraTil% Zi7S�7 iArr�S�7 iA[.lyS�lx.7 INTERNAL ILLUMINATION WITH WHITE SLOAN VL PLUS LEDs ELECTRICAL PRIMARY THRU 'A" DIA. SEALTITE (ELECT. HOOK-UP BY CHANDLER TO EXISTING PRIMARY PROVIDED BY CUSTOMER) - SEAL ALL PENETRATIONS WITH CONSTRUCTION GRADE SILICONE CAULK NON -CORROSIVE METAL MOUNTING ANCHORS SCREWS INTO SQUARE TUBE BETWEEN WINDOW MULLIONS SELF-CONTAINED L.E.D. POWER SUPPLIES A" DIA. WEEP HOLES IN LOW POINTS— OF LETTERS ( MIN. (2) PER LETTER) - ALUMINUM LIGHT SCREENS AT EACH WEEP HOLE TO PREVENT LIGHT LEAKS .063" ALUM. BACKGROUND PANEL PAINTED PMS 485c RED w/ IST SURF. 3M # 180C-37 SAPPHIRE BLUE OPAQUE VINYL 'OUTLINE'OVERLAYS GLASS STOREFRONT LETTER SECTION s I 6 COPPELL, TX Z2�6�- PROJECT #231 WINDOW MULLIONS H.S.S. STRUCTURE (BY CUSTOMER) ELECTRICAL RUNS INSIDE. N.TS. U.L. LABELS REQUIRED INSTALL IN ACCORUANCL W/ NAT IONAL LLLC I RIC COOLS ....................................................................................................... III S""I"'llll'FIIIIC„Allll QOIIII^IIImIIIII'IIII QTIIII0IIImI IIII':SY C IIIL PS I iH IIIA IIII'llll IIII'F M a N N C6 0 0 U Q C O w 0 0 a m a w 0 Lu 0 0 a LOT 13 68,437 SF± FUTURE MULTI -TENANT SIGN FUTURE PYLON SIGN MULTI TENANT SIGN DIAGRAM NOT TO SCALE PYLON SIGN DIAGRAM NOT TO SCALE Blf CLW K_ C' 1 u'" I l\ \ FvTVRF I l %FOR/v I \ I LOT 12 62,926 SF± / \ / I \ I / LOT 11 pRO/JOSF� / 60,000 SF± �p/Z/�gTFC / / FUTURE LOT 10 PYLON SIGN 45,000 SF± LOT 9 \ FUTURE / / 45,000 SF± / \ PYLON SIGN LOT 8 74,234 SF± \ !FUTURE / ! � 163 PYLON SIGN T ARIA L Q_ \ B E ! Gill,TEWA y l l op Ay \ ! FUTURE / PYLON SIGN M \ J FUTURE \ PYLON SIGN 1 \ PROPOSED CITY ENTRY LOGO ��, TOWER AND PROJECT SIGN MONUMENT SIGN DIAGRAM NOT TO SCALE PLANNED DEVELOPMENT CONDITIONS NORTH THE PURPOSE OF THIS CONCEPTUAL MASTER PLAN IS TO: 1. ESTABLISH CIRCULATION PATTERNS WITHIN THE 17.39 ACRES IN BENEFIT TO THE HOTEL SITE AND THIS DEVELOPMENT. 2. ESTABLISH PYLON SIGNAGE LOCATIONS AT EACH PARCEL FRONTING I.H. 635 (LBJ FREEWAY). PYLON SIGNAGE NOT TO EXCEED 35 FEET IN HEIGHT AND 200 SF. THESE PYLONS SHALL BE ARCHITECTURALLY COMPATIBLE WITH THE BUILDING IN TERMS OF STYLE, MATERIALS, AND COLORS. 3. ESTABLISH THAT ALL BUILDINGS BUILT IN THIS DEVELOPMENT SHALL BE ARCHITECTURALLY COMPATIBLE AND COMPLY WITH ALL PROVISIONS LISTED IN SEC. 12.22.5 OF THE CITY OF COPPELL "HC" REGULATIONS. 4. ESTABLISH THAT ALL LANDSCAPING SHALL COMPLY WITH ARTICLE 34 OF THE COPPELL ZONING ORDINANCE, WITH THE EXCEPTION THAT THE REQUIRED 10' LANDSCAPE BUFFER ALONG INTERNAL PROPERTY LINES MAY BE WAIVED ADJACENT TO MUTUAL ACCESS EASEMENTS TO REDUCE THE AMOUNT OF CONCRETE DRIVE AISLES, AND IMPROVE CIRCULATION, AND AN EQUIVALENT AMOUNT OF LANDSCAPED AREA AND TREES SHALL BE PROVIDED INTERIOR OR ALONG THE PERIMETER OF EACH PARCEL. 5. ESTABLISH THAT EACH PARCEL MUST SUBMIT A "DETAILED SITE PLAN" TO THE CITY OF COPPELL FOR SPECIFIC APPROVALS AND AMENDMENTS TO THE PD FOR THEIR TRACT. NOTES: 1 . THERE WILL BE NO HEAD -IN PARKING ON PRIVATE DRIVE "A". 2. PRIVATE DRIVE "A" MUST BE CONSTRUCTED IN IT'S ENTIRETY BEFORE ANY BUILDING PERMITS FOR ANY OF THE ADJACENT PARCELS, INCLUDING THE HOTEL SITE, WILL BE ISSUED. 3. THERE WILL BE NO HEAD -IN PARKING ON PRIVATE DRIVE "B". 4. ALL LOCATIONS OF DETACHED SIGNS WILL BE IN ACCORDANCE WITH THE SIGN ORDINANCE. SIGN LOCATIONS SHOWN HEREON ARE APPROXIMATE. 5. ALL MONUMENT SIGNS WILL BE EXTERNALLY ILLUMINATED. 6. EXCEPT FOR LOT 4, ALL MONUMENT SIGNS ALONG BELTLINE ROAD WILL BE LIMITED TO 40 SQUARE FEET UNLESS THE LOT IS LARGER THAN 2 ACRES. IN THIS CASE THE SIGNS WILL BE LIMITED TO 60 SQUARE FEET. 7. PRIVATE DRIVE "A" WILL BE A MINIMUM OF 32 FEET AND HAVE VEHICULAR TURNING MOVEMENTS AT ALL PARCEL ACCESS POINTS. MONUMENT/PYLON SIGNAGE NOTES: IN THE CASE OF MULTI -TENANT OFFICE AND/OR RETAIL % BUILDING THE INDIVIDUAL TENANT NAMES MAY BE LISTED SUBJECT TO: A. TENANTS MAY USE THEIR COMPANY LOGO ON THE w MULTI -TENANT SIGN. z �� B. MINIMUM LETTER SIZE SHALL BE SIX INCHES AND THE TENANT SHALL BE ABLE TO USE THEIR COMPANY LOGO OR LETTERING. I o NO OTHER ADVERTISING OR PROMOTIONAL INFORMATION IS I-- o PERMITTED THEREON. SUCH SIGN MAY BE SINGLE OR DOUBLE JLO FACED. CAN SIGNS MADE OF PLASTIC OR SIMILAR MATERIALS I ARE NOT PERMITTED AS DETACHED (MONUMENT) SIGNS. o BACKLIT PLASTIC IS NOT PERMITTED WITHIN DETACHED O(MONUMENT) SIGNS. II II I a I I I II CONCEPT PLAN I I I DUKE LESLEY ADDITION, LOT 1, BLOCK C II I I I DATE OF PLAN PREPARATION: SEPTEMBER 12, 2012 OWNER: FRISCO 5 VENTURES, LP ai 7750 N. MACARTHUR BLVD, SUITE 120-121 rn IRVING, TX 75063 PHONE (972) 620-9307 I I APPLICANT: RACETRAC PETROLEUM, INC. CONTACT: ANITA ROBERSON 3225 CUMBERLAND BLVD, SUITE 100 I ATLANTA, GA 30339 PHONE (770) 431-7600 FAX (678) 503-1318 ENGINEER: ADAMS ENGINEERING CONTACT: TED MURDAY, PE 910 S. KIMBALL AVE SOUTHLAKE, TX 76092 I PHONE (817) 328-3200 FAX (817) 328-3299 r THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF TED A. MURDAY, P.E. REGISTRATION No. 91918, ON I H8112 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES o 6 o 3 ui PROJECT MGR. 0 J DRAWN BY N m Z= U M Ow i 00 of 000-. m N O 0,-,o �U M J(nz 0- M Qw waQfw o 0 o O X z J co ^ W �w JO OLu ■ of OF ♦-w N a 0 a, WOLu U QmQ� oe mfg u) Q 0 w = QwwQ � o LU J � w I N M OHO Q O Z N � W Cl) 0 VCM w}Qf PQM o � w v� 0 CN THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF TED A. MURDAY, P.E. REGISTRATION No. 91918, ON I H8112 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES U o 6 o 3 ui PROJECT MGR. 0 J DRAWN BY N m Z= U M Ow i 00 of 000-. m N O 0,-,o �U M J(nz 0- M Qw waQfw o 0 o O X z J co ^ W �w JO OLu ■ of OF ♦-w N a 0 a, WOLu U QmQ� oe mfg u) Q 0 w = QwwQ � o LU J � w I N M OHO Q O Z N � W Cl) 0 VCM w}Qf PQM o � w v� 0 CN U x 6 o 3 ui PROJECT MGR. J DRAWN BY m Z= U J Ow o of 000-. m %--j ... Z � O 0,-,o �U N T J(nz 0- M Qw waQfw o 0 o O X z J co ^ W �w JO OLu a ca Z of OF ♦-w M D W Q Q a 0 d J 9= ~ O WOLu U QmQ� oe mfg u) Q 0 w = QwwQ LU J o a DC NL` QQ� I N M OHO Q O Z Lr) a�0 W Cl) VCM w}Qf PQM U x 846 PROJECT MGR. TAM DRAWN BY HJM U J Ow 201 1.302 m � 0 �U 0- Q z � OLu z 0 J J Q m LU J � O I Lr) W Cl) Li PROJECT NO. 846 PROJECT MGR. TAM DRAWN BY HJM CHECKED BY ADAMS JOB NO. 201 1.302 SHEET NO. 1 © Copyright 2012, Adams Engineering LIVE OAK TREE THEME BRICK AND CAST STONE CAP COLUMNS USE ON SITE LOT 3 BLOCK C \ DUKE LESLEY ADDITION DIVIDEND DRIVE & POINT WEST BOULEVARD INST. #20070446910 PORTION OF TRACT 1 D. R. D.C.T. DUKE REALTY LIMITED PARTNERSHIP \ INST. 200600301442 24' FIRE LANE ESMT. # \ D.R.D.C.T. INST. #20070446910 1 I Tm I ful I Fm I Tm 1. -1 1 TFI fLL \------------------�coww S 8 8' 1 'T 634. 1ST. N \ — 6 3 lo' EASE u INST. 20070240528 1 #200 III r) fy Q Lu J Z) O m U) w Z O noo O n r� ►�1 ii �w I LOT 13 I 68,437 SFt JTURE � ULTI-TENANT SIGN m r) Q O ry Lu m FUTURE MONUMENT SIGN F—'T= 108'-8" FUTURE. i�rr��10000000000 ,000 PYLON SIGN SFt LOT 1 BLOCK C A uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuul CAST STON�`C�A rf1(33"1 % PYLON SIGN ITY MONUMENT TOW N COP'PELL ITY BRICK FUTURE OPPELL MEADOWS SIGN PYLON SIGN ON BRICK WALL, �m��u r ELEVATION CITY ENTRY TOWER AND PROJECT SIGN PERIMETER TREES, STREET TREES �r•'" MAX 50 FEET ON CENTER C\ PERIMETER AND NON VEHICULAR OPEN SPACE TREES ARKING LOT ISLAND TREES � PERIMETER TREES, STREET TREES %F MAX 50 FEET ON CENTER N R s rq TF SIDEWALK ON ONE SIDE OF THE STREET 0 30 60 120 180 FEET by G H FOR URBAN PEDESTRIAN CIRCULATIO GRAPHIC SCALE IN FEET �� Y RAl ASS BERM WITH SCREENING 0 63 EVERGREEN SHRUB HEDGE S GRASS BERM WITH SCREENING 15' 15' 4'-"'—L 15' EVERGREEN SHRUB HEDGE --"Z 20' 7' 27' COPPELL MEADOWS BOULEVARD AND TYPICAL STREET SECTION Y ENTRY TOWER D PROJECT SIGN 7po, EXISTING ITY ENTRY S GN n Q O fy w Z J J w m m Q O Lu Z J J Lu m LANDSCAPE LEGEND 10 PERIMETER LANDSCAPING AT PUBLIC STREET IN 15 FOOT LANDSCAPE BUFFER ONE TREE PER 50 FEET CEDAR ELMS, SPACED IN A FORMAL ROW AND ADJUST FOR ROADS, SIGNS, UTILIITES, SIDEWALKS PERIMETER LANDSCAPING AT ADJACENT PROPERTY IN 10 FOOT LANDSCAPE BUFFER ONE TREE PER 50 FEET BALD CYPRESS 3.5" CALIPER 65 GALLON. INTERIOR LANDSCAPING PER MINIMUM, 10 PERCENT OF PAVED ARE ONE TREE PER ISLAND CHINESE PISTACHE, OCTOBER GLORY MAPLE, RED OAK NON VEHICULAR OPEN SPACE- 15% OF LOT NOT COVERED BY BUILDINGS, MIN 50% IN FRONT YARD, 1 TREE PER 2,500 SQ FT ELDERICA PINE, LIVE OAK, BALD CYPRESS, RED CEDAR BERMUDA GRASS AND SHRUB MASSING OF ANDORRA JUNIPER, MINT JULIP JUNIPER, DWARF CHINESE FRINGE PLANT CROSSWALKS AND PLAZA PAVING, PAVESTONE PAVERS ON CRETE BASE, BRICK RED, WITH LIMESTONE COLORED BANDS SITE SIDEWALKS, ROCK SALT FINISH WITH COLORED CONCRETE, 8 FEET WIDE, ON ONE SIDE OF THE STREET SITE SIDEWALKS WILL CONNECT FOR ADA ACCESS TO CREATE WIDE PEDESTRIAN CIRCULATION PATTERNS LANDSCAPE PLANT LIST SELECTED PLANT LIST, FOR THE MASTER LANDSCAPE PLAN THE USE OF LOW WATER USE PLANTS IS DESIRABLE AND ADDITIONAL LOW WATER USE PLANTS WILL BE CONSIDERED THP FILE: 2012040 LARGE TREES: CEDAR ELM BALD CYPRESS CHINESE PISTACHE RED OAK LIVE OAK BURR OAK ELDERICA PINE OCTOBER GLORY MAPLE RED CEDAR ORNAMENTAL TREES: CREPE MYRTLE, TUSCARORA RED CREPE MYRTLE, NACHEZ WHITE NELLIE R. STEVENS DESERT WILLOW CHITALPA TREE SAVANNAH HOLLY SHRUBS: ANDORRA JUNIPER MINT JULIP JUNIPER DWARF CHINESE FRINGE PLANT DRIFT ROSES GLOSSY ABELIA SPIREA SPECS SOFT LEAF YUCCA GROUND COVERS: BAR HARBOR JUNIPER HONEYSUCKLE, HALLS WINTER CREEPER ORNAMENTAL GRASSES: MEXICAN FEATHER GRASS ORIENTAL FOUNTAIN GRASS HAMELIN GRASS MUHLY GRASS DEER GRASS MADIEN GRASS LOVE GRASS JAPANESE BLOOD GRASS o \-PNDSCgpF co y rn Lu THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY T. H. PRITCHETT, R.L.A. NO. 2115 ON 09/18/2012 Z Q J CL CL W V Z 0 v LuCIO Q J cV I-. cQ ftZ W LIVE OAK TREE THEME BRICK AND CAST STONE CAP COLUMNS USE ON SITE 0 Q w J O m cn w z O 0-00 O O Li O r7 O O O O Z I PORTION OF TRACT 1 \ DUKE REALTY LIMITED PARTNERSHIP INST. #200600301442 D.R.D.C.T. - . — — . — — . — — . — — . — — . — --.— — —i - — — 7 LOT 2 BLOCK C DUKE LESLEY ADDITION DIVIDEND DRIVE & POINT WEST BOULEVARD INST. #20070240528 D.R.D.C.T. O O c6 ry O Z LOT 3 BLOCK C DUKE LESLEY ADDITION DIVIDEND DRIVE & POINT WEST BOULEVARD INST. #20070446910 D. R. D.C.T. S 89°58 18 E 634.36 _ — — — -(S 89`57'33" E 634.52 I I I I m m pF � M Fq O O e�v�\ F \ \ \ \ LOT 1 BLOCK C \ \ DUKE LESLEY ADDITION \ DIVIDEND DRIVE & POINT WEST BOULEVARD \ \ INST. #20070240528 \ D.R.D.C.T. \ \ 2p \ r 2oo;;'o seMeN� N SSS \ \ s„ \ W \ 119,3 24 \ i1 793 46\ \ \ \ \ CAST STONE CAP ITY MONUMENT TOWER, COP -FELL CITY BRICK .•;OPPELL MEADOWS SIGN wmmmmmmwl-�ON BRICK WALL, ELEVATION CITY ENTRY TOWER AND PROJECT SIGN 24' FIRE LANE ESMT. INST. #20070446910 ------------------ I ST. 00 ------- 10' WATER EASEMENT 15' UTILITY EASEMENT INST. #20070240528 INST. #20070240528FT �N rF N R s rq TF 0 30 60 120 180 FEET 7 /1 GRAPHIC SCALE IN FEET N O 635 108'-8" Y ENTRY TOWER D PROJECT SIGN 100, Q O ry Lu z J J W m LANDSCAPE LEGEND PERIMETER LANDSCAPING AT PUBLIC STREET IN 15 FOOT LANDSCAPE BUFFER ONE TREE PER 50 FEET CEDAR ELMS, SPACED IN A FORMAL ROW AND ADJUST FOR ROADS, SIGNS, UTILIITES, SIDEWALKS PERIMETER LANDSCAPING AT ADJACENT PROPERTY IN 10 FOOT LANDSCAPE BUFFER ONE TREE PER 50 FEET BALD CYPRESS 3.5" CALIPER 65 GALLON. INTERIOR LANDSCAPING PER MINIMUM, 10 PERCENT OF PAVED ARE ONE TREE PER ISLAND CHINESE PISTACHE, OCTOBER GLORY MAPLE, RED OAK NON VEHICULAR OPEN SPACE- 15% OF LOT NOT COVERED BY BUILDINGS, MIN 50% IN FRONT YARD, 1 TREE PER 2,500 SQ FT ELDERICA PINE, LIVE OAK, BALD CYPRESS, RED CEDAR BERMUDA GRASS AND SHRUB MASSING OF ANDORRA JUNIPER, MINT JULIP JUNIPER, DWARF CHINESE FRINGE PLANT CROSSWALKS AND PLAZA PAVING, PAVESTONE PAVERS ON CRETE BASE, BRICK RED, WITH LIMESTONE COLORED BANDS SITE SIDEWALKS, ROCK SALT FINISH WITH COLORED CONCRETE, 8 FEET WIDE, ON ONE SIDE OF THE STREET SITE SIDEWALKS WILL CONNECT FOR ADA ACCESS TO CREATE WIDE PEDESTRIAN CIRCULATION PATTERNS LANDSCAPE PLANT LIST SELECTED PLANT LIST, FOR THE MASTER LANDSCAPE PLAN THE USE OF LOW WATER USE PLANTS IS DESIRABLE AND ADDITIONAL LOW WATER USE PLANTS WILL BE CONSIDERED Q O Lu z J J W m THP FILE: 2012040 o �PNDSCgpF --A A Lu cy- --- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY T. H. PRITCHETT, R.L.A. NO. 2115 ON 09/16/2012 Z CLJ CL V O W CL CIOv JQLu CIOZ 1 M m ftW LARGE TREES: CEDAR ELM BALD CYPRESS CHINESE PISTACHE .. RED OAK N j- LIVE OAK (D LO BURR OAK Lri ELDERICA PINE O O OCTOBER GLORY MAPLE RED CEDAR ORNAMENTAL TREES: Ln CREPE MYRTLE, TUSCARORA RED N CREPE MYRTLE, NACHEZ WHITE N Rl NELLIE R. STEVENS O O DESERT WILLOW z 00 CHITALPA O O TREE u SAVANNAH HOLLY w.t U) U) SHRUBS: N ANDORRA JUNIPER �� MINT JULIP JUNIPER N DWARF CHINESE FRINGE PLANT N DRIFT ROSES GLOSSY ABELIA SPIREA SPECS SOFT LEAF YUCCA GROUND COVERS: BAR HARBOR JUNIPER HONEYSUCKLE, HALLS WINTER CREEPER ORNAMENTAL GRASSES: MEXICAN FEATHER GRASS ORIENTAL FOUNTAIN GRASS HAMELIN GRASS MUHLY GRASS DEER GRASS MADIEN GRASS LOVE GRASS i I JAPANESE BLOOD GRASS Q O Lu z J J W m THP FILE: 2012040 o �PNDSCgpF --A A Lu cy- --- THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY T. H. PRITCHETT, R.L.A. NO. 2115 ON 09/16/2012 Z CLJ CL V O W CL CIOv JQLu CIOZ 1 M m ftW M a a 0 a N N C6 0 u 0 O T 0 w 0 0 a U s r 0 Lu 0 a GRAPHIC SCALE 0 11 40 FEET 1111111110— 1111111110— 1 SCALE: 1"=20' PLANNED DEVELOPMENT CONDITIONS THE PURPOSE OF THIS SITE PLAN IS TO: 1. ALLOW FOR A RETAIL STORE WITH VEHICLE FUELING SERVICE USE FOR LOT 4. 2. ALLOW FOR GREATER THAN 50% OF THE PARKING TO BE LOCATED IN FRONT OF THE STORE. 3. ALLOW FOR A 60 SQUARE FOOT SINGLE TENANT MONUMENT SIGN FOR LOT 4. 4. ALLOW FOR TWO INTERNALLY ILLUMINATED CAN SIGNS, EACH NO LARGER THAN 15 SF ON THE CANOPY AS SHOWN ON THE CANOPY ELEVATIONS. 5. ALLOW FOR A YELLOW PAINTED METAL AWNINGS IN LIEU OF CANVAS AS DEPICTED ON THE BUILDING ELEVATIONS. NORTH e r T A /' 11 T A 11 1 r )L I DHII\ I ADLL SETBACK LEGEND BUILDING PROVIDED FIRE HYDRANT *FH REMOTE FIRE DEPARTMENT CONNECTION FDC WATER METER ®WM BACKFLOW PREVENTER BF LIGHT POLE SIDE (NORTH) DECORATIVE LIGHT POLE • DECORATIVE BOLLARD • CURB INLET O STORM JUNCTION BOX ❑O GREASE TRAP W/ SAMPLING WELL J V) Qw waw SANITARY SEWER CLEANOUT O POWER POLE 'PP SIDEWALK �w_j w STAMPED CONCRETE ■ HANDICAP ACCESSIBLE RAMPS 000000 000000 N a e r T A /' 11 T A 11 1 r )L I DHII\ I ADLL SETBACK REQUIRED BUILDING PROVIDED CANOPY PROVIDED FRONT 60' 173.0' 69.3' SIDE (SOUTH) 30' 75.0' 30.0' SIDE (NORTH) 30' 128.0' 70.2' REAR 20' 29.0' 147.2' SITE DATA TABLE EXISTING ZONING: FLOOD ZONE: PROPOSED USE: SQUARE FOOTAGE OF USE BUILDING AREA: BUILDING HEIGHT: CANOPY AREA: CANOPY HEIGHT: PARKING REQUIRED: PARKING PROVIDED: HANDICAP PARKING REQUIRED HANDICAP PARKING PROVIDED PROPOSED LOT COVERAGE: FLOOR AREA RATIO: HOURS OF OPERATION PD -221 R3 -HC ZONE X (PANEL 48113C0165J EFFECTIVE 08/23/01) RACETRAC MARKET CONVENIENCE STORE AND GAS STATION 81,952 SF (1.881 AC) 5,928 SF 27 FT 8,773 SF 22 FT 1 SPACE PER 200 SF OF BLDG AREA 5,928 SF/200 SF = 30 SPACES 30 SPACES 2 SPACES 2 SPACES 7.23% 0.07 24/7 SITE PLAN DUKE LESLEY ADDITION, LOT 4, BLOCK C BEING A REPLAT OF THE DUKE LESLEY ADDITION, LOT 1, BLOCK C DATE OF PLAN PREPARATION: SEPTEMBER 12, 2012 OWNER: FRISCO 5 VENTURES, LP 7750 N. MACARTHUR BLVD, SUITE 120-121 IRVING, TX 75063 PHONE (972) 620-9307 APPLICANT: RACETRAC PETROLEUM, INC. CONTACT: ANITA ROBERSON 3225 CUMBERLAND BLVD, SUITE 100 ATLANTA, GA 30339 PHONE (770) 431-7600 FAX (678) 503-1318 ENGINEER: ADAMS ENGINEERING CONTACT: TED MURDAY, PE 910 S. KIMBALL AVE SOUTHLAKE, TX 76092 PHONE (817) 328-3200 FAX (817) 328-3299 r THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF TED A. MURDAY, P.E. REGISTRATION No. 91918, ON 10108112 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES o 6 o 3 ui PROJECT MGR. 0 J DRAWN BY N m z= CHECKED BY M = -' o ADAMS JOB NO. 00 000oaf N M U N U N T M J V) Qw waw o 0 o i\ �w_j w ■ of OF t—w N a d J GC ~ WOU o N 0 w =_ Qww0 � o � w N Ch Z LL N � � O VCM w}Qf �<M o � w O CN THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF TED A. MURDAY, P.E. REGISTRATION No. 91918, ON 10108112 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES PROJECT NO. o 6 o 3 ui PROJECT MGR. 0 J DRAWN BY N m z= CHECKED BY M = -' o ADAMS JOB NO. 00 000oaf N M U N U N T M J V) Qw waw o 0 o i\ �w_j w ■ of OF t—w N a d J GC ~ WOU o N 0 w =_ Qww0 � o � w N Ch Z LL N � � O VCM w}Qf �<M o � w O CN PROJECT NO. 6 o 3 ui PROJECT MGR. J DRAWN BY m z= CHECKED BY = -' o ADAMS JOB NO. �^ o 000oaf SHEET NO. 4 Z U N U N T M J V) Qw waw o 0 o i\ �w_j w ~ Z of OF t—w M D W Q Q a d J GC ~ WOU _O Q m Q oe m~ u) 0 w =_ Qww0 w a GC N QQ to 0 N Ch Z LL JOzz aV)V) VCM w}Qf �<M PROJECT NO. 846 PROJECT MGR. TAM DRAWN BY HJM CHECKED BY ADAMS JOB NO. 201 1.302 SHEET NO. 4 © Copyright 2012, Adams Engineering M a a `m E m OD`m m } 0 W 0 0 a m 2 a Lu o_ U 0 Z ¢ w Z LuLL r- LANDSCAPE PROJECT NOTES Refer to Sitework Specifications for all information needed for landscape work. Notify Landscape Architect or designated representative of any layout discrepancies or any condition which may prohibit the installation as shown. Verify and locate all utilities and site lighting conduits before landscape construction begins. Protection of all utilities is the responsibility of the Contractor. All landscape planting areas illustrated shall be graded smooth with three inches (3") of topsoil and three inches (3") of compost applied and consistently blended (tilled) to a depth of nine inches (9") . If adequate or sufficient topsoil is not available on site, the Contractor shall provide topsoil per the specifications and approved by the Owner. To obtain final grade, excavation may be necessary to accept the required depth of topsoil/compost mix with surface dressing or mulch. All beds shall be crowned to anticipate settlement and ensure drainage without disrupting surrounding planned drainage paths. Any areas disturbed for any reason prior to final acceptance of the project shall be corrected by the Contractor at no additional expense to the Owner. All landscaped areas will be irrigated with an underground automatic system. Quantities shown on these plans are for reference only. Plant spacing is as indicated in the Plant Material List unless otherwise noted. The Contractor has full responsibility to provide coverage in all planting areas as specified. All trees and shrubs shall be installed per planting details. Trees shall be planted at least five feet (5) from any utility line or sidewalk, and to the outside of utility easements with a clear ten feet (10') around fire hydrants. Shrubs, regardless of type, shall not be planted within thirty inches (30") of bed perimeters. All plant material shall be maintained in a healthy and growing condition, and must be replaced with similar variety and size if damaged or removed. Container grown plant material is preferred, however ball and burlap material may be substituted as indicated in the plant material list. All planting beds as designated shall be bordered by Owner approved four inch (4") steel edging w/ 3/s' min. thickness unless bed is bordered by concrete. Steel edging adjacent to decomposed granite beds shall have a %" min. thickness. Terminate edging flush with paved surface with no sharp corners exposed. A four inch (4") dressing of Shredded hardwood mulch over a 4.1 oz, woven polypropylene, needle -punched fabric or equal weed barrier shall be used in all plant beds and around all trees. Single trees or shrubs shall be mulched to the outside edge of the saucer or landscape island (See planting details). Fertilize all plants at the time of planting with 10-10-10 time release fertilizer. All areas of decomposed granite shall be over a 4.1 oz, woven polypropylene, needle -punched fabric or equal weed barrier of locally available material, installed to a compacted depth of three inches (3") to be flush with the top of curb, paved surface, and/or the top of steel edge. All areas of river rock as designated shall be locally available and of an average diameter of one and one-half inches (1 1/2") minimum to three inches (3") maximum. Contractor shall install to a depth of three inches (3"). Boulders labeled on plan shall vary in size according to symbol size. Smaller boulders shall have a minimum exposed height of eighteen inches (18"), minimum width of thirty-six inches (36") and a minimum depth of twenty-four inches (24"). Larger boulders shall have a minimum exposed height of twenty-four inches (24"), minimum width of forty-eight (48") and a minimum depth of thirty-six (36"). Boulders shall be recessed into the grade and shall be oriented so that its longest side is parallel to the ground plane to achieve a natural look. SOD PROJECT NOTES EROSION CONTROL: Throughout the project and the maintenance period for turfgrass, it is the Contractor's responsibility to maintain the topsoil in place at specified grades. Topsoil and turfgrass losses due to erosion will be replaced by the Contractor until ESTABLISHMENT and ACCEPTANCE is achieved. SOIL PREPARATION: All slopes and areas disturbed by construction, except those occupied by buildings, structures, or paving shall be graded smooth and four (4") inches of topsoil applied. If adequate topsoil is not available onsite, the Contractor shall provide topsoil as approved by the Owner. The area shall be dressed to typical sections and plowed to a depth of five (5") inches. Soil shall be further prepared by the removal of debris, weeds and stones larger than 3/4 inch in diameter. After tillage and cleaning, all areas to receive turf shall be leveled, fine graded, and drug with a weighted spike harrow or float drag. GRASS SOD: Turfgrass sod shall be 100% "Cynodon dactylon" (Common Bermuda grass). Sod shall consist of stolons, leaf blades, rhizomes and roots with a healthy, virile system of dense, thickly matted roots throughout the soil of the sod for a thickness not less than three-quarters (3/4") inch. Sod shall be alive, healthy, vigorous, free of insects, disease, stones, and undesirable foreign materials and grasses. The grass shall have been mowed prior to sod cutting so that the height of grass shall not exceed two (2") inches. Sod shall have been produced on growing beds of clay -loam topsoil. Sod shall not be harvested or planted when its moisture condition is so excessively wet or dry that its survival will be affected. All sod is to be harvested, delivered, and planted within a thirty-six (36) hour period of time. Sod shall be protected from exposure to wind, sun, and freezing. Should installation occur between November and March, sod shall include an over -seed of Annual Rye for a grown -in appearance. IRRIGATION: In the absence of an irrigation system or areas beyond the coverage limits of a permanent irrigation system, Contractor shall water sod temporarily to develop adequate growth and establishment before regular maintenance begins. Turf shall be watered until firmly established. Water shall be furnished by the Contractor with means and methods available to achieve acceptable turf. The water source shall be clean and free of industrial wastes or other substances harmful to the growth of the turf. MAINTENANCE REQUIREMENTS: Vegetation should be inspected regularly to ensure that plant material is established properly and remains healthy. Mowing, trimming and supervision of water applications shall be the responsibility of the Contractor until the Owner or Owner's Representative accepts and assumes regular maintenance. LANDSCAPE REQUIREMENTS for the City of Coppell Article 34. Landscape Regulations Division 1 Sec. 12-34-7. General Standards. B.) Trees. Trees shall have an average spread greater than 15 feet at maturity. At time of planting trees shall be a minimum of three inches in caliper and a minimum of seven feet in height. C.) Shrubs and hedges. Shrubs shall be a minimum of two feet in height and chosen from the approved plant palette located in Table 1. Sec. 12-34-8. Minimum requirements for off-street parking and vehicular use areas. B.) Interior landscaping. A minimum of 10% of the gross nonexempt area utilized for off-street parking and loading shall be devoted to living landscaping which includes grass, groundcover, plants, shrubs, and trees. Gross area is to be measured from the edge of the parking, loading and/or driveway pavement and shall include all adjacent sidewalks. In addition: 2. There shall be a minimum of one tree planted for each 400 square feet or fraction thereof of required interior landscape area. 3. Exclusive of pavement that is exempt from the requirements of this section and truck courts interior areas of parking pavement shall contain planting islands. The total number of p p q p gp p g planting islands shall be an amount which is no less than 12 percent of the total number of non-exempt parking spaces. Planting islands shall be located at each terminus of each single row of parking and when a single row of parking contains more than 15 parking spaces, at intervals between each terminus. The intervals shall be such that planting islands within a single row of parking shall be separated by no more than 15 parking spaces. Planting islands shall contain at least one tree. In addition, planting islands shall be landscaped with shrubs, lawn, groundcover and other appropriate material not to exceed three feet in height. C.) Perimeter landscaping. A landscape buffer shall be provided along all property lines. All off-street parking, loading and vehicular use areas, including driveway pavement, shall also be screened from all abutting properties and/or public rights-of-way by a wall, fence, hedge, berm or other durable landscape barrier. Plants and materials used in living barriers shall be at least 30 inches in height at the time of planting. In addition: 1. All off-street vehicular use areas, including driveway pavement and parking, shall be separated from public street right-of-way by a perimeter landscape area of at least 15 feet in width. 3. Perimeter landscape areas shall contain at least one tree for each 50 linear feet. Sec. 12-34-9. Landscaping requirements for non -vehicular open space. A.) In all non-residential zoning districts, there shall be an area devoted to feature landscaping. The size of that area shall equal at least 15 percent of that portion of the lot not covered by a building or by buildings. Not less than 50 percent of the feature landscaping shall be located in the required front yard. D.) All structures shall be treated with landscaping so as to enhance the appearance of the structure and to screen any detractive or unsightly appearance. City of Coppell, TX Plant Material LISt Reference Recommended Plant Material List ordan nt of ri an SYM. KEY QTY. COMMON NAME O.C. ROOT SIZE HEIGHT SPREAD COMMENT 1,438 sf pavers Interior Landscaping Trees 15.10 trees SCIENTIFIC NAME 1 Tree per 400 sf of required landscape area (6,040sf/400sf) w + C OU Interior Landscaping Islands 3.6 islands 6 islands 12% of the # of parking spaces (30 spaces X.12) CE 17 Cedar Elm N/A B&B 3" cal 12' min 6' min Full Canopy, Healthy, Good Form o Perimeter Landscaping Trees (Belt Line Rd) 7.11 trees Ulmus crassifolia 1 Tree per 40LF (319.5 20' drive 15' drive / 40) I + Perimeter Landscaping Trees (Interior Property Lines) 12.75 trees 13 trees' ( BC 7 Bald Cypress N/A B&B 3" cal 10' min 5' min Full Canopy, Healthy, Good Form �(J Feature Landscaping in Front Yard 5,702 sf Taxodium distichum 50% of Feature Landscaping must be in front yard (11,404sf X.5) aLLI0 Non -Vehicular Open Space Trees 4.56 trees 6 trees 1 Tree per 2,500 sf of required non -vehicular open space (11,404sf / 2,500sf) CP 5 Chinese Pistache N/A Cont 3" cal 12' min 6' min Full Canopy, Healthy, Good Form s ++ Pistacia chinensis 1 ++ SOD I + + GS [ ® YH 1 Yaupon Holly N/A Cont 30 gal 10' min 5' min Full Canopy, Healthy, Good Form ++ Zoe 1 Ilex vomitoria ++ DB Multi -trunk, 3 cane minimum CL 12 Cherry Laurel 6' Cont 15 gal 6' min T min Full, Healthy I+ I Prunus caroliniana ++ ++ CE + + + DB 145 Dwarf Burford Holly 'Burfordii 36" Cont 3 gal 30" min 24" min Full, Healthy Ilex cornuta Nana' QQQ DY 12 Dwarf Yaupon Holly 'Nana' 24" Cont 3 gal 20" min 18" min Full, Healthy Ilex vomitoria �® KR 28 Knock Out Rose 'Knock 36" Cont 3 gal 30" min 24" min Full, Healthy Rosa Out' x x x HG 20 Hameln Fountain Grass 24" Cont 3 gal 18" min 18" min Full, Healthy Pennisetum alopecuroides'Hameln' Big Blue Liriope LR 905 sf Liriope muscari'Big Blue' 18" Cont 1 gal 12" min 12" min Full, Healthy Gray Santolina ® GS 1,625 sf Santolina chamaecyparissus 24" Cont 1 gal 18" min 18" ,min Full, Healthy SC 280 sf Seasonal Color 12" Cont 4" pots - - - DR 830 sf Decorative Rock - - - - - - In A to th Curr Edition Th Am Standard for Nur- Sto k cc ce e e e e c sery c SCALE: 1" = 40' LANDSCAPE CALCULATIONS for the City of Coppell, TX REQUIRED PROVIDED Interior Landscaping Pavement Area Area Provided Decorative Paving 1 2,199 sf I'scape 10% of Paving Area (60,398 sf X .10) — — — — �,�;�;7,�,�;�7 6,040 sf 1,438 sf pavers Interior Landscaping Trees 15.10 trees 15 trees 1 Tree per 400 sf of required landscape area (6,040sf/400sf) w + C OU Interior Landscaping Islands 3.6 islands 6 islands 12% of the # of parking spaces (30 spaces X.12) � I _j V) Qw warm Perimeter Landscaping Buffers Area Provided + o As Shown 15' along Belt Line Rd; 10' along interior property lines +F—+ �w� w � o Perimeter Landscaping Trees (Belt Line Rd) 7.11 trees 8 trees* 1 Tree per 40LF (319.5 20' drive 15' drive / 40) I + Perimeter Landscaping Trees (Interior Property Lines) 12.75 trees 13 trees' 1 Tree per 50LF (256.5 + 319.5 + 256.5 - 195 (driveways) / 50) 131:' GROUND I °"1 Non -Vehicular Open Space (Feature Landscaping) Area Provided 11,404 sf 6,555 sf 15% of lot not covered by building (81,952 sf - 5928 sf X .15) + ++ QQ� N 0 Feature Landscaping in Front Yard 5,702 sf 6,359 sf 50% of Feature Landscaping must be in front yard (11,404sf X.5) aLLI0 Non -Vehicular Open Space Trees 4.56 trees 6 trees 1 Tree per 2,500 sf of required non -vehicular open space (11,404sf / 2,500sf) w5N Total Trees 42 trees 42 trees Perimeter Landscaping trees moved to Feature Landscaping areas due to existing utility easements adjacent to the right-of-way and required sidewalks. Know what's below. Call before you dig. f r Y GRAPHIC SCALE 0 20 40 FEET SCALE: 1" = 20' jL •.'.Q,�,.�...� "Fa J0 16,110 Edge - CL CE KR DY "Pis ©©.i LP1#4['--_-!_- i 1 •. HGDB— CP oncrete M dge - CP GI C I ;E,,... 0 PROJECT MGR. cv J 1 CHECKED BY �l =0 M + 9.1 201 1.302 1 w + C OU Z ■ I � I _j V) Qw warm CE + o I J m M %O i\ �w� w � o k 1 + I + w0Q flOM F i LINE y 131:' GROUND I °"1 + c� + + ++ QQ� N 0 ++ Z LL Q O Z I + aLLI0 ++ w5N + + ~ w}Qf DB ++ �aLLI + 3 s ++ 1 ++ SOD I + + GS [ ++ + Monument Sign Q ++ I �J ++ Zoe 1 + + GS 1 F-, ,.. x� ++ DB wFw ++ w� ++ Oho I+ I ++ ++ CE + I 1 GS I I�� CE I I r 0 1 r THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF MARGARET J. BUSBY,ASLA LANDSCAPE ARCHITECT No. 2705, ON 10/08112 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES o 0 PROJECT MGR. cv J M i 00 CHECKED BY N =0 M 201 1.302 00 OU Z ■ N _j V) Qw warm o 0 o o N J m M %O i\ �w� w � o k w M D d J v me z o w0Q Q m Q oe y 0 w = QwwQ o a xn GC N QQ� N 0 ■ Z LL Q O Z aLLI0 w5N w}Qf C �aLLI Cr THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW, AGENCY APPROVAL, AND COMMENT UNDER THE AUTHORITY OF MARGARET J. BUSBY,ASLA LANDSCAPE ARCHITECT No. 2705, ON 10/08112 THIS DOCUMENT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES o 0 PROJECT MGR. cv J M i 00 CHECKED BY N =0 M 201 1.302 00 OU Z ■ N _j V) Qw warm o 0 o o N J m M %O i\ �w� w � o k w M D d J v me z o w0Q Q m Q oe y 0 w = QwwQ o a xn GC N QQ� N 0 ■ Z LL Q O Z aLLI0 w5N w}Qf C �aLLI Cr U X J U 0 L W 1•.L 14 � 1r_0 �__U O 1 T�� J V1 z� A oz � of � J W Cn LU J v W 045 J Lr) W i Q 1 PROJECT NO. 0 3 LLj PROJECT MGR. J DRAWN BY m z= CHECKED BY =0 ADAMS JOB NO. 201 1.302 U s✓i OU Z U N T M _j V) Qw warm o 0 o J m M %O i\ �w� w ~ Z OF ♦—w M D d J v me z o w0Q Q m Q oe mm u) 0 w = QwwQ v v a xn GC N QQ� N 0 N M Z LL Q O Z aLLI0 w5N w}Qf �aLLI U X J U 0 L W 1•.L 14 � 1r_0 �__U O 1 T�� J V1 z� A oz � of � J W Cn LU J v W 045 J Lr) W i Q 1 PROJECT NO. 846 PROJECT MGR. TAM DRAWN BY MJB CHECKED BY ADAMS JOB NO. 201 1.302 SHEET NO. 5 © Copyright 2012, Adams Engineering a m ID N 0 0 N Ln L 0 O 0 IR N 01 .3 m 0 0 Q Q 0 U ko oo 0 N N m V LOIN BEA z I z I I CHANNEL LETTER .- __ z MORE INFORMATION. 3/I6"= I' -O" �OO11 -- OL C)W1 BLOCK BLOCK20'-O" ^4 JOIST EARING 14'-O" PACKACsE FOR DETAILS. TRUSS EARING 22-0" 4 JOIST EARING 15'-1. !FRONT T.O. :FRONT 10'-8" GENERAL NOTES I. CONTRACTOR SHALL VERIFY ALL EXTERIOR MATERIALS, COLORS AND FINI5HED5 WITH THE ARCHITECT. ANY 1215GREPENCIE5 NOTED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION 2. PROVIDE EXPAN51ON JOINTS (E.J) AS LOCATED ON ELEVATION5. 3. MAXIMUM SPACING OF EXPAN51ON JOINTS ARE TO BE 20'-0" O.G. SEE SHEET A500 FOR ADDITIONAL MATERIALS INFORMATION .&COTE. COPYRIGHT NOTICE THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2011 RACETRAC PETROLEUM INC. DESIGN PROFESSIONALS A S S O C I A T E S ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 f 770.622.9535 www.ItiIIf01eyrossi.com © Copyright (as dated below). This drawing and all reproductions thereof are the property of Hill Foley Rossi & Associates, LLC(HFR). itis intended for the sole use of the project named hereon. Reproduction without the written consent of HFRis unlawful. All copies are to be returned to HFR upon project completion. ISSUE/REVISION RECORD DATE DESCRIPTION 02/04/12 EXTERIOR MATERIAL LEGEND EXTERIOR PAINT EP -I EXTERIOR METALS - PAINT TO MATCH ENGLERT METAL ROOF COLOR OK. BRONZE RT COMMENTS BRICK BR -1 KIMBERLY BY BORAL STACKED STONE 55-1 ASPEN COUNTRY LEDGESTONE BY BORAL (DRY STACK APPLICATION) STONE BAND ( LOWER BAND ONLY ) 58-1 TUSCAN LINTEL CHAMPAGNE BY BORAL AWNING AA -I ALUMINUM AANING SYSTEM - SELECTED BY OWNER STUGGO - SYNTHETIC STUGGO (EIFS) EF -I COLOR TO MATCH DRYVIT 044q "BUCKSKIN" STUCCO 5T -I 3 -GOAT STUCCO 5Y5TEM - 3/4" MINIMUM THICKNE55 UNLE55 NOTED OTHERA15E COLOR TO MATCH DRYVIT #44q "BUCKSKIN" METAL M-1 (NOT USED) M-2 I" PREFIN15HED ALUMINUM COMI-051TE PANEL SYSTEM, REYNOBOND - COLOR TO MATCH ALUMINUM STOREFRONT SYSTEM M-3 PREFIN15HED METAL TO MATCH ENGLERT METAL ROOF COLOR DARK BRONZE M-4 V15TAAALL FG -3000 STOREFRONT SYSTEM PREFIN15HED DARK BRONZE ANODIZED ALUMINUM AA-M12022A44 M-5 PREFIN15HED ALUMINUM DRIP EDGE M -b ENGLERT METAL ROOF SYSTEM - COLOR DARK BRONZE GLA55 GL -I I" INSULATED GLASS - CLIMATE ZONE 3: ICU AT STOREFRONT 0.60 U-FAGTOR, SHGC PF>0.5 = 0.40. PPG SOLARBAN 70 XL LOW -E #2 (STOREFRONT FIXED WIDOWS) 6L-2 I" FROSTED INSULATED GLASS - CLIMATE ZONE 3: ICU AT STOREFRONT O.bO U -FACTOR, 5H60 PF>0.5 = 0.40. PPG 50LARBAN '10 XL LOW -E #2 SATIN ETCH #4 (RESTROOM TRANSOM) 6L-3 I THICK MONOLITHIC, FROSTED GLASS - SATIN ETCH #4 (TONER5) 6L-4 I" MONOLITHIC, CLEAR GLA55 (OPERABLE EXTERIOR DISPLAY WIDOWS) LIGHTING EL -I SECURITY LIGHT - SEE ELECTRICAL DRAWINGS EL -2 DECORATIVE POLE LIGHT - SEE ELECTRICAL DRAWINGS EL -3 SECURITY LIGHT - FUTURE LOCATION - PROVIDE POKER AT THIS LOCATION PREGAST GONGRETE PG -I PRECAST CONCRETE COPING AT AGGE55 LADDER TO ROOF SEE SHEET A500 FOR ADDITIONAL MATERIALS INFORMATION .&COTE. COPYRIGHT NOTICE THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2011 RACETRAC PETROLEUM INC. DESIGN PROFESSIONALS A S S O C I A T E S ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 f 770.622.9535 www.ItiIIf01eyrossi.com © Copyright (as dated below). This drawing and all reproductions thereof are the property of Hill Foley Rossi & Associates, LLC(HFR). itis intended for the sole use of the project named hereon. Reproduction without the written consent of HFRis unlawful. All copies are to be returned to HFR upon project completion. ISSUE/REVISION RECORD DATE DESCRIPTION 02/04/12 MUNICIPAL SUBMISSION 08/04/12 RT COMMENTS 10/02/12 RT COMMENTS 10/05/12 RT COMMENTS Ra7cRT�lra RACETRAC PETROLEUM, INC. 3225 CUMBERLAND BOULEVARD SUITE 100 ATLANTA, GEORGIA 30339 (770) 431-7600 PROJECT NAME COPPELL COPPELL TEXAS BELTLINE ROAD RACETRAC PROJECT NUMBER 846 PROTOTYPE SERIES 2012 BR(A)-RH-M90 0206 PLAN MODIFICATION NOTICE SPB NO. 014 DATE 02/06/12 STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. PROFESSIONAL SEAL PROJECT NUMBER 12.610.11 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER NOT ISSUED FOR CONSTRUCTION a N 0 O 0 N L 0 0 3 U O m 2 Q CO '-I '-I O '-I IR N '-I 01 .3 m 0 0 Q Q 0 U O 00 0 N N '-I J-• V Q J fa U _9 �I O QI �I Q < X LU (i 00 1L 00� QLU CL v� O tX LU 1t WI IL = = 21q'-4" 15'-2" 27'-0" 27'-0" 27'-0" 27'-0 " 27'-0" 27'-0" 27'-0" 15'-2" O I m OG'OLUMN5 GOLUMN5 GOLUMN5 COLUMNS COLUMNS GOLUMN5 GOLUMN5 GOLUMN5 NOTE: SEE SITE PLAN d SHEET T-3 FOR 51ZE 4 TYPE OF GONG. ISLAND. I 10" x 10" CANOPY COLUMN 10" x 10" CANOPY COLUMN 10" x 10" CANOPY COLUMN 10" x 10" CANOPY COLUMN z W/ 2'X 2' 5TAGKED W/ 2'X 2' STACKED W/ 2' X 2' STACKED W/ 2'X 2' 5TAGKED STONE SURROUND- SEE STONE SURROUND- SEE STONE SURROUND- SEE STONE SURROUND- SEE O CANOPY MFR's DRAWIN65 CANOPY MFR's DRAWIN65 CANOPY MFR'5 DRAWIN65 CANOPY MFR'a DRAWINGS G -t- - - Z SEE GENERAL NOTE #5 FOR TILE GOVERING REQUIRED ON CONCRETE z O v I m -PAGE TRAG �. .. (SEE 51TE PLAN) 10" x 10" CANOPY G( W/ 2' X 2' 5TAGKED STONE SURROUND- SEE CANOPY MFR's DRAWIN65 ISLAND, TYPICAL AT ALL (g) ISLANDS. 10" x 10" CANOPY GC W/ 2' X 2' 5TAGKED STONE SURROUND- SEE CANOPY MFR'a DRANIN65 10" x 10" CANOPY G( W/ 2' X 2' 5TAGKED STONE SURROUND- SEE CANOPY MFR's DRAWIN65 WOODFORD Y-34 FREEZELE55 IOWA NOTE: YARD HYDRANT- TYP AT OUTSIDE RAGE TRAG LOGO SEE CANOPY MANUFACTURER'S CANOPY COLUMNS CLOSEST TO THE (SEE 51TE PLAN) CANOPY PLANS FOR FOOTING BUILDING. SEE CIVIL DRAWINGS. DETAIL 4 COLUMN SURROUND WOODFORD Y-34 FREEZELE55 IOWA YARD HYDRANT- TYP AT OUT51 DE CANOPY GOLUMN5 CLOSEST TO THE BUILDING. SEE CIVIL DRAWINGS. 10" x 10" CANOPY COLUMN W/ 2'X 2' 5TAGKED STONE SURROUND- SEE CANOPY MFR's PRANIN65 CANOPY 10L.AN G -I SCALE: $II = II_oll NOTE: REFER TO CANOPY MANUFAGTURER'S DRAWINGS FOR ALL STRUCTURAL DETAILS AND COLUMN SURROUND TYPICAL LENGTH FOR q MPD CANOPY REFER TO 51TE PLAN FOR EXACT LAYOUT 21q'-4" G -I RAGE TRAG LOGO (SEE SITE PLAN) GENERAL NOTE: I. ALL CANOPY LIGHTING GIRGUIT5 SHALL BE #10 GU -AWG. SEE CANOPY MANUFACTURER'S DRAWINGS FOR CANOPY LIGHTS AND CIRCUITS. 2. AREA WITHIN 18" OF DISPENSER AND UP TO 18" ABOVE DISPENSER 15 GLA55 I, DIV15ION 2. 3. EXTINGUISHERS SHALL BE PROVIDED AND 50 LOCATED THAT NO PUMP DISPENSER OF FILL -PIPE OPENING SHALL BE A GREATER DI5TANGE THAN 75 FT. FROM 5UGH EXTINGUISHER. 4. NO SMOKING SIGNS POSTED IN AGGORDANGE WITH SECTION gOTIO 5FPG Igg7 TA5 STANDARDS 4.2.6 AND 4.2.7 5. GONGRETE PUMP ISLAND SHALL BE GOVERED WITH DALTILE O>� MY24 FABRIC, UNPOLISHED TILE. 0 RE 0 CANOPY r-RONT E:LE:\/ATION SCALE: k" = 1'-0" NOTE: SEE 51TE PLAN FOR THE NUMBER OF LOGO'S TO BE PLACED ON THE CANOPY IVr�t_ LI✓1 . LV V. \ I I I ./ IV LL vv i .— . — —1 1--. r .i ✓ ✓ I MEW — • " __ • • — — — ___ . • • • — • - "DGI MARKETING", itm no. 5BWC ABOVE FINISH GRADE. 10# BG BLACK OR EG2UAL. FIRE EXTINGUISHER (I FOR EVERY G- I SCALE: $" = 1'-O" OTHER COLUMN) * 40 BG A5 REOV BY CODE. ffficeTrac. COPYRIGHT NOTICE THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2011 RACETRAC PETROLEUM INC. DESIGN PROFESSIONALS A S S O C I A T E S ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 f 770.622.9535 www.hilifolevrossi.com 0 Copyright (as dated beloev). This drawing and all reproductions thereof are the property of Hill Foley Rossi & Associates, LLC(HFR). Itis intended for the sole use of the project named hereon. Reproduction without the written consent of HTR is unlawful. All copies are to be returned to HFR upon project completion. ISSUE/REVISION RECORD DATE DESCRIPTION 02/04/12 MUNICIPAL 9JBMI5510N 08/04/12 RT COMMENTS 10/05/12 RT COMMENTS xffloowfflo' RACETRAC PETROLEUM, INC. 3225 CUMBERLAND BOULEVARD SUITE 100 ATLANTA, GEORGIA 30339 (770) 431-7600 PROJECT NAME COPPELL COPPELL TEXAS BELTLINE ROAD RACETRAC PROJECT NUMBER 846 PROTOTYPE SERIES 2012 BR(A)-RH-M90 0206 PLAN MODIFICATION NOTICE SPB NO. ON DATE 02/06/12 STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. PROFESSIONAL SEAL PROJECT NUMBER 12.610.11 SHEET TITLE FUEL CANOPY PLAN & ELEVATIONS SHEET NUMBER C1 00-7 NOT ISSUED FOR CONSTRUCTION Oil 15'-2" 2-11-011 2y 1'-O" 2-7'-0" 2-7'-O" 2-7'-0" 2-11-011 2 1y '-O" 15'-211 COLUMNS COLUMNS COLUMNS CL GOLUMN5 COLUMNS GOLUMN5 COLUMNS COLUMNS LOGO TO BE CENTERED ON GAN0FT TAN TO MATCH TAN TO MATCH BUGK5KIN BUCKSKIN II II II II II I II II II II I.I I II II II Ii Ii I I II II II II. II i I II II II II II I I II 11 II II II I I I II II II II II I I II II II II II I I BUMPER POST I I I I I I I I B I B I I I I (SEE SHEET SO m GENERAL NOTE: I. ALL CANOPY LIGHTING GIRGUIT5 SHALL BE #10 GU -AWG. SEE CANOPY MANUFACTURER'S DRAWINGS FOR CANOPY LIGHTS AND CIRCUITS. 2. AREA WITHIN 18" OF DISPENSER AND UP TO 18" ABOVE DISPENSER 15 GLA55 I, DIV15ION 2. 3. EXTINGUISHERS SHALL BE PROVIDED AND 50 LOCATED THAT NO PUMP DISPENSER OF FILL -PIPE OPENING SHALL BE A GREATER DI5TANGE THAN 75 FT. FROM 5UGH EXTINGUISHER. 4. NO SMOKING SIGNS POSTED IN AGGORDANGE WITH SECTION gOTIO 5FPG Igg7 TA5 STANDARDS 4.2.6 AND 4.2.7 5. GONGRETE PUMP ISLAND SHALL BE GOVERED WITH DALTILE O>� MY24 FABRIC, UNPOLISHED TILE. 0 RE 0 CANOPY r-RONT E:LE:\/ATION SCALE: k" = 1'-0" NOTE: SEE 51TE PLAN FOR THE NUMBER OF LOGO'S TO BE PLACED ON THE CANOPY IVr�t_ LI✓1 . LV V. \ I I I ./ IV LL vv i .— . — —1 1--. r .i ✓ ✓ I MEW — • " __ • • — — — ___ . • • • — • - "DGI MARKETING", itm no. 5BWC ABOVE FINISH GRADE. 10# BG BLACK OR EG2UAL. FIRE EXTINGUISHER (I FOR EVERY G- I SCALE: $" = 1'-O" OTHER COLUMN) * 40 BG A5 REOV BY CODE. ffficeTrac. COPYRIGHT NOTICE THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2011 RACETRAC PETROLEUM INC. DESIGN PROFESSIONALS A S S O C I A T E S ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 f 770.622.9535 www.hilifolevrossi.com 0 Copyright (as dated beloev). This drawing and all reproductions thereof are the property of Hill Foley Rossi & Associates, LLC(HFR). Itis intended for the sole use of the project named hereon. Reproduction without the written consent of HTR is unlawful. All copies are to be returned to HFR upon project completion. ISSUE/REVISION RECORD DATE DESCRIPTION 02/04/12 MUNICIPAL 9JBMI5510N 08/04/12 RT COMMENTS 10/05/12 RT COMMENTS xffloowfflo' RACETRAC PETROLEUM, INC. 3225 CUMBERLAND BOULEVARD SUITE 100 ATLANTA, GEORGIA 30339 (770) 431-7600 PROJECT NAME COPPELL COPPELL TEXAS BELTLINE ROAD RACETRAC PROJECT NUMBER 846 PROTOTYPE SERIES 2012 BR(A)-RH-M90 0206 PLAN MODIFICATION NOTICE SPB NO. ON DATE 02/06/12 STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. PROFESSIONAL SEAL PROJECT NUMBER 12.610.11 SHEET TITLE FUEL CANOPY PLAN & ELEVATIONS SHEET NUMBER C1 00-7 NOT ISSUED FOR CONSTRUCTION v LL O LU _ L OLL I �O V m v L LL a O O Ln N O N Lf 0 3 a- 0 W E 0 0 0 LL Td a m U) O N O IR N '-I 01 .3 0 0 CL Q 0 U O co '-I '-I O '-I O N N 7 J -i V N t V IN 0 115'-O" - --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- FACE OF BRICK TO FACE OF BRICK 611 I II 114'-O"T-1-411 I II I II ------------------------------------------------------------------------------------------------------------------------------------------------------------------------b2-b--------------------------------------------------------------------------------------------------------------------------------------------------------------�--` 11--------------- -------------------------------------------------------------------------------------------------------------------`�4-=2------------------------------------------------------------------------------------------------------------- FACE TO FACE OF CMU M.O. FACE TO FACE OF CMU 811 Iq'-511 12'-q 1/211 777777777777777777 O 0000 - COOLER I FREEZER v '- I II I II I II I II /I Ili I u r m IS) tl- - LU DRY GDODS REGElviW, _I IRE SPRINKLER _i 112 I I I RECEIVINb `) n108 `� FUER PER NFPA 15 r 0 6'I S.F. _ Si S.F. / I II IOq I II I II 2 15.F. = \ \ ° IO -7 30 -8 1/4 3 -6 3/4 = 20 75 3'- 5 I F/ COOLER TO F/ STUD F/ STUD TO F/ STUD / 3'_611 _O \ m O \ ALIGN If II / l TO F/ - / BREW i ------ i ° II BAR yQ RESTROOM --------------=315---� ------------------------- — 242 S.F. a 10'-5 7/8" F/ COOLER TO F/ FIX OUTSIDE F/ TO OUTSIDE F/ FIXTURE - 3'-6 1/SII CA5MRAP — F/ STUD TO OUTSIDE F/ FIXT RE 221 S.F. N s. \ - L___:E 1 2420 S.F41 1-5 I6'-011 OIISA :5 /g 1_11 -. COOLER 2 I I I I 151DE� 110 I I I I ENTRY - I I I 101 = 363 S.F. = I I I I 5ALE5 142 S.F. 4, 161 F/BRK T F.• __ I I I I, • I II q-8 15 -II 4-I -71-011 u 1 0 0 _- 1 �o / 117 ,� i1 i s i ODOQOQ'� i i Y v -O" 8'-O" T. 1 \ RE5TROOM 10 BEER I I I Q 20� S.F. I I I v1 3 T ENTRY I I POO YOGURT 51q S.F. L' 200 S.F. � I lob — 1 206 S.F. LL 1 LL -1 I I h LL \ I®i 1 - _ O 1 - --- ----- ----- ----- ----- -- 3I8I IOII - - - - - - - - - " 1 O" x;11 IIS 1,11 -all 3I-4II III-4II 3I-411 15I-4II O15-4 M.O. ABOVE M.O. ------------------ I M.O. 1 1MI Iq'-8" IS' -O" 21'-4" FACE CMU TO F/CMU FACE OF BRK TO F/CMU =__ =__ - - 1— I F10MU F/CMU 1 L 1 5-4 I6 4 3- -6111 L------ - - - - - - - - - - - - - - - - ----- � F/B ICK TO F/CMU ------------ — I 11-011-- I -O11 151-511 :201-q" ISI -11 0I -411 18I -11 1,11-:211 II -O11 - 5 7 114'-O" FACE OF GMU TO FACE OF GMU 1151_011 FACE OF BRICK TO FACE OF BRICK (]S�,vimeNSION FLOOR PLAN r—,!) 311 I I-011 \ 16 I 11'-4" I I 111 II 0 111 II m III LLLL O_ «„ = I = m b - I I � I I I p I Q Q T-011411 1 N /OCOTrsC° COPYRIGHT NOTICE THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2011 RACETRAC PETROLEUM INC. DESIGN PROFESSIONALS A S S O C I A T E S ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 f 770.622.9535 www.hilifolevrossi.com C Copyright (as dated below). This drawing and all reproductions thereof are the property of Hill Aoley Rossi &Associates, LLC (HFR) It is intended tot the sole use of the pi oject named hereon. Reproduction without the written consent of HFR is unlawful. All copies are to be retuned to HFR upon project completion. ISSUE/REVISION RECORD DATE DESCRIPTION 02/002 MUNICIPAL SUBMISSION 08/0q/12 RT COMMENTS 10/05/12 RT COMMENTS M10--ii.,l, Iowillft. 140P7.1d,10001k 067fta RACETRAC PETROLEUM, INC. 3225 CUMBERLAND BOULEVARD SUITE 100 ATLANTA, GEORGIA 30339 (770) 431-7600 PROJECT NAME COPPELL COPPELL TEXAS BELTLINE ROAD RACETRAC PROJECT NUMBER 846 PROTOTYPE SERIES 2012 BR(A)-RH-M90 0206 PLAN MODIFICATION NOTICE SPB NO. ON DATE 02/06/12 STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. PROFESSIONAL SEAL PROJECT NUMBER 12.610.11 SHEET TITLE FLOOR DIMENSION PLAN SHEET NUMBER Al 111111111/ 8 NOT ISSUED FOR CONSTRUCTION M v m LL O Li- u Ow LnLL- <t I Um1 0 LLL Ory O L V 1L II m III LLLL O_ «„ = I = m b - I I � I I I p I Q Q T-011411 1 N /OCOTrsC° COPYRIGHT NOTICE THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2011 RACETRAC PETROLEUM INC. DESIGN PROFESSIONALS A S S O C I A T E S ARCHITECTURE ENGINEERING 3680 Pleasant Hill Road Suite 200 Duluth, Georgia 30096 p 770.622.9858 f 770.622.9535 www.hilifolevrossi.com C Copyright (as dated below). This drawing and all reproductions thereof are the property of Hill Aoley Rossi &Associates, LLC (HFR) It is intended tot the sole use of the pi oject named hereon. Reproduction without the written consent of HFR is unlawful. All copies are to be retuned to HFR upon project completion. ISSUE/REVISION RECORD DATE DESCRIPTION 02/002 MUNICIPAL SUBMISSION 08/0q/12 RT COMMENTS 10/05/12 RT COMMENTS M10--ii.,l, Iowillft. 140P7.1d,10001k 067fta RACETRAC PETROLEUM, INC. 3225 CUMBERLAND BOULEVARD SUITE 100 ATLANTA, GEORGIA 30339 (770) 431-7600 PROJECT NAME COPPELL COPPELL TEXAS BELTLINE ROAD RACETRAC PROJECT NUMBER 846 PROTOTYPE SERIES 2012 BR(A)-RH-M90 0206 PLAN MODIFICATION NOTICE SPB NO. ON DATE 02/06/12 STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. PROFESSIONAL SEAL PROJECT NUMBER 12.610.11 SHEET TITLE FLOOR DIMENSION PLAN SHEET NUMBER Al 111111111/ 8 NOT ISSUED FOR CONSTRUCTION M a a N 0 a a E cl ;u r 0 W O a I I/L V 7 b" DIAMETER EXTRA STRONG PROJECT MGR. cwt STEEL BOLLARD WITH M CONCRETE FILL- TOP TO HAVE 21 r N SMOOTH FLAT SURFACE- TYP. J W Y8" BENT PLATE FRAME PULLY MELDED W/ MITRED GORNER5. GRIND SMOOTH ALL WELDS AND PREP TO RECEIVE PAINT. DOOR NO.: ONE (I REG2UIRED) HARDWARE: DOOR: PR. 31 -0"X7' -O" TYPE: 1 3/4" HOLLOW METAL INSULATED DOOR FRAME: 5 3/4" DOUBLE RABBET FRAME LOCK: DETEX MODEL NO. EGL -230-0 WITH BEST #IE12 CYLINDER AND GORE HG AGGESSIBLE HINGES: (2) McKINNEY IR(62 X 4 1/2" AP SPRING LOADED HINGES GL05ER: SPRING LOCATED HINGES KIGKPLATE: 34" X 12" STAINLESS STEEL (INTERIOR SIDE) THRESHOLD: NATIONAL GUARD SADDLE TYPE 325XALUM.X35" MISG: FULL SET WEATHER STRIPPING MISG: WIND CHAIN AND PULL HANDLE FINISH: FAGTORY FINISHED FINISH PAINT EXTERIOR AND INTERIOR TO "MATCH ADJACENT WALL COLOR" L�;CCR 5HUL 1/211 11-011 y7*T00PICAL ®LL /411 11_011 SET BOLLARD PRIOR TO INSTALLATION OF DUMP5TER SLAB 4" GRAVEL BASE b" DIAMETER EXTRA STRONG STEEL BOLLARD WITH CONCRETE FILL- TOP TO HAVE SMOOTH FLAT SURFACE- TYP. PROVIDE DARK BRONZE ALK) z PAINT FIN15H O WORK CONRETE AT PERIM. OF BOLLARD BE I/2" HIGHER IS" DIA. THAN THE SLAB 6 I d m. < SET GATE POSTS PRIOR TO Q INSTALLATION OF DUMP5TER .1 1 SLAB 4" GRAVEL BASE = ) TYPICAL GATE POST J3/411 11-011 b" DIA EXTRA — 5TRONG STEEL GATE POST WITH CONCRETE FILL %D IL ~o 1/4" THK x 4" HIGH &ALV. STEEL COLLAR HINGE WITH GREASE ZERK AT BACK 51DE 1/4" THK x 4" HIGH STEEL COLLAR HINGE WITH GREASE ZERK AT BACK SIDE 2x2x3/I6" STEEL ANGLE GATE FRAME- CONT. @ PERIM.- PROVIDE ALL WELDED GONNEGTTION5 la 1/4"xb" HIGH STEEL BRACKET WITH CONTINUOUS FILLET WELDS TO STEEL COLLAR HINGE AND TO STEEL GATE FRAME 1/4" STEEL GU5SET PLATE WITH CONTINUOUS WELDS TO STEEL GATE FRAME- TYP. ® ALL CORNERS 1/4" THK x 2" HIGH &ALV. STEEL COLLAR WITH CONT. WELD TO P05T &ENE AL NOTES: I. PROVIDE ALKYD PAINT FINISH ON ALL STEEL GATE SURFACES AND SUPPORT POSTS. 2. ALL STEEL GATE FRAMING TO HAVE WELDED CONNECTIONS. 3. PROPVIDE (2) HINGES ON EACH GATE LEAF. 4. PROVIDE GATE HARDWARE BY HOOVER FENCE COMPANY OR APPROVED EQUAL: .I CANE BOLTS: 5000-245P BLACK POWDER GOAT FIN15H .2 LATCH: FLIP LATCH NWblb4-BK 5. DRILL 3/4" DIA. HOLE, 4" DEEP FOR CANE BOLT KEEPER FOR BOTH CLOSED AND OPEN GATE POSITIONS. b" DIA. EXTRA STRONG GATE P05T (.432" WALL THICKNESS)- PROVIDE CONCRETE FILL I/4"xb" HIGH STEEL BRACKET WITH CONTINUOUS FILLET WEL05 TO STEEL COLLAR HINGE AND TO GATE FRAME 2x2x3/Ib" STEEL ANGLE GATE FRAME- CONT. ® PERIM.- PROVIDE ALL WELDED GONNECTTION5 30 Ixb TREX SLATS TYPICAL AT FACE OF GATE FRAME I �lGATE POST DETAIL IFO' i N.T.S. I I LJ �� 3/811 � 11_011 24'-0" 51-1011 6 II VT" MASONRY OPENING 5I-OII -O11 1-b112I bII 41 11 -8 B E A012 A012 -- tol 11' 1 — — — — — F Aoi2 F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r- � I I I DUPLEX OUTLET AND I - I LIGHT SWITCH, SEE I I BUILDING ELECTRICAL I I FOR INFORMATIONI _______ I I I 8' STRIP FLOUR. LIGHT FIXTURE I I WITH SAFETY GAGE - 5WITGH A I I NEAR DOOR. SEE BUILDING A012 I I ELEC. DW65 FOR INFORMATION I G L ------------ I --------------------------— — — — — — — — — — --� Aoll THREE FILLED CELLS WITH = (1) #5 EA. AT GORNERs TYP. -' ----- --------------------------- —--------- --� b" DIA. STEEL BOLLARD- SEE 22'-0" LONG SCH 40 PVC PIPE DETAIL b TH15 SHEET- TYP. 1 D FOR FUEL MEASURING STICK - I Ao12 1 21 WITH DARK BRONZE PAINT FIN15H 1 1 - PROVIDE SLEEVE THROUGH 1 _ GMU/BRIGK - SEE SECTION Aol2 8" THICK 3000 PSI CONCRETE l 1 Pu SLAB WITH bxb W2.9x2.9 WWF- Pu FILLED CELLS WITH (1) #5 AT I TYP.I 32" O.C.- TYR I I I I I I D I Aoi2 SxBxlb CONCRETE BLOCK WITH 9 GA. HOT -DIPPED GALV. I THREE FILLED GELL5 WITH (1) #59 1 HORIZONTAL JOINT REINFORCING I EA. AT CORNER OF WALL. 1 Ib" O.C.- TYP. 1------------------------------------------------------ TWO FILLED GELL5 WITH (1) #5's EA. AT ENDS OF WALL LULL I 30 6x6xl2'-O" LONG STEEL GATE ` POSTS- SET 4'-0" OF P05T IN 5" 3„ CONCRETE 51MILAR TO BOLLARD — — DETAIL- PROVIDE 50LID STEEL GAP AT TOP OF P05T WITH CONT. WEL05- GRIND SMOOTH- PROVIDE II" A012 II' -3" 8" II' -3" II" SIM. D PAINT FINISH Aoi2 12"x12" WIDE THICKENED EDGE A WITH (2) #5 BARS CONT. AT PERIM OF SLAB EDGE - ALIGN TOP OF Roll SLAB WITH PAVING J� QUI 1�� /a II � 1 1_011 30 Ixb TREX SLATS OVER STEEL FRAME- BOARDS TO OVERLAP FOR SHADOW BOX STYLE FENCING - COLOR TO BE MADEIRA 2x2 STEEL GATE FRAMING WITH ALKYD PAINT FIN15H b" DIA. STEEL GATE P05T WITH ALKYD PAINT FINISH BRICK VENEER WITH ADJU5TIBLE BRICK TIES @ Ib" O.G. HORIZ. 8 VERT. TO MATCH THE BUILDING - BRICK SOLDIER COURSE CONT. PERIM. TOP OF PAVING- SEE CIVIL DRAWING5 2x2 STEEL GROSS BRACING WITI HORIZONTAL BRACES AT THIRt POINTS- TYF I I 1 II 1 1 1 LJ LJ LJ LJ UI IIS II NL05U ®I `I L R A I I � ® 5/a 11 11-o11 ;ICK VENEER WITH DJU5TIBLE BRICK TIES ® Vlb" O.G. ORIZ. 8 VERT. TO TGH THE BUILDING BRICK SOLDIER COURSE CONT. PERIM. ;ICK VENEER WITH 0JU5TIBLE BRICK Ib" O.G. HORIZ. VERT. TO MATCH THE BUILDING OF PAVING - SEE ' CIVIL DRAWING5 r o b" DIAMETER EXTRA STRONG PROJECT MGR. cwt STEEL BOLLARD WITH M CONCRETE FILL- TOP TO HAVE 0 N SMOOTH FLAT SURFACE- TYP. J W PROVIDE DARK BRONZE ALKYD PAINT FINISH w ■ � N RK CONRETE AT PERIM. OF a, BOLLARD TO BE 1/2" HIGHER 12" DIA. THAN THE SLAB y7*T00PICAL ®LL /411 11_011 SET BOLLARD PRIOR TO INSTALLATION OF DUMP5TER SLAB 4" GRAVEL BASE b" DIAMETER EXTRA STRONG STEEL BOLLARD WITH CONCRETE FILL- TOP TO HAVE SMOOTH FLAT SURFACE- TYP. PROVIDE DARK BRONZE ALK) z PAINT FIN15H O WORK CONRETE AT PERIM. OF BOLLARD BE I/2" HIGHER IS" DIA. THAN THE SLAB 6 I d m. < SET GATE POSTS PRIOR TO Q INSTALLATION OF DUMP5TER .1 1 SLAB 4" GRAVEL BASE = ) TYPICAL GATE POST J3/411 11-011 b" DIA EXTRA — 5TRONG STEEL GATE POST WITH CONCRETE FILL %D IL ~o 1/4" THK x 4" HIGH &ALV. STEEL COLLAR HINGE WITH GREASE ZERK AT BACK 51DE 1/4" THK x 4" HIGH STEEL COLLAR HINGE WITH GREASE ZERK AT BACK SIDE 2x2x3/I6" STEEL ANGLE GATE FRAME- CONT. @ PERIM.- PROVIDE ALL WELDED GONNEGTTION5 la 1/4"xb" HIGH STEEL BRACKET WITH CONTINUOUS FILLET WELDS TO STEEL COLLAR HINGE AND TO STEEL GATE FRAME 1/4" STEEL GU5SET PLATE WITH CONTINUOUS WELDS TO STEEL GATE FRAME- TYP. ® ALL CORNERS 1/4" THK x 2" HIGH &ALV. STEEL COLLAR WITH CONT. WELD TO P05T &ENE AL NOTES: I. PROVIDE ALKYD PAINT FINISH ON ALL STEEL GATE SURFACES AND SUPPORT POSTS. 2. ALL STEEL GATE FRAMING TO HAVE WELDED CONNECTIONS. 3. PROPVIDE (2) HINGES ON EACH GATE LEAF. 4. PROVIDE GATE HARDWARE BY HOOVER FENCE COMPANY OR APPROVED EQUAL: .I CANE BOLTS: 5000-245P BLACK POWDER GOAT FIN15H .2 LATCH: FLIP LATCH NWblb4-BK 5. DRILL 3/4" DIA. HOLE, 4" DEEP FOR CANE BOLT KEEPER FOR BOTH CLOSED AND OPEN GATE POSITIONS. b" DIA. EXTRA STRONG GATE P05T (.432" WALL THICKNESS)- PROVIDE CONCRETE FILL I/4"xb" HIGH STEEL BRACKET WITH CONTINUOUS FILLET WEL05 TO STEEL COLLAR HINGE AND TO GATE FRAME 2x2x3/Ib" STEEL ANGLE GATE FRAME- CONT. ® PERIM.- PROVIDE ALL WELDED GONNECTTION5 30 Ixb TREX SLATS TYPICAL AT FACE OF GATE FRAME I �lGATE POST DETAIL IFO' i N.T.S. I I LJ �� 3/811 � 11_011 24'-0" 51-1011 6 II VT" MASONRY OPENING 5I-OII -O11 1-b112I bII 41 11 -8 B E A012 A012 -- tol 11' 1 — — — — — F Aoi2 F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r- � I I I DUPLEX OUTLET AND I - I LIGHT SWITCH, SEE I I BUILDING ELECTRICAL I I FOR INFORMATIONI _______ I I I 8' STRIP FLOUR. LIGHT FIXTURE I I WITH SAFETY GAGE - 5WITGH A I I NEAR DOOR. SEE BUILDING A012 I I ELEC. DW65 FOR INFORMATION I G L ------------ I --------------------------— — — — — — — — — — --� Aoll THREE FILLED CELLS WITH = (1) #5 EA. AT GORNERs TYP. -' ----- --------------------------- —--------- --� b" DIA. STEEL BOLLARD- SEE 22'-0" LONG SCH 40 PVC PIPE DETAIL b TH15 SHEET- TYP. 1 D FOR FUEL MEASURING STICK - I Ao12 1 21 WITH DARK BRONZE PAINT FIN15H 1 1 - PROVIDE SLEEVE THROUGH 1 _ GMU/BRIGK - SEE SECTION Aol2 8" THICK 3000 PSI CONCRETE l 1 Pu SLAB WITH bxb W2.9x2.9 WWF- Pu FILLED CELLS WITH (1) #5 AT I TYP.I 32" O.C.- TYR I I I I I I D I Aoi2 SxBxlb CONCRETE BLOCK WITH 9 GA. HOT -DIPPED GALV. I THREE FILLED GELL5 WITH (1) #59 1 HORIZONTAL JOINT REINFORCING I EA. AT CORNER OF WALL. 1 Ib" O.C.- TYP. 1------------------------------------------------------ TWO FILLED GELL5 WITH (1) #5's EA. AT ENDS OF WALL LULL I 30 6x6xl2'-O" LONG STEEL GATE ` POSTS- SET 4'-0" OF P05T IN 5" 3„ CONCRETE 51MILAR TO BOLLARD — — DETAIL- PROVIDE 50LID STEEL GAP AT TOP OF P05T WITH CONT. WEL05- GRIND SMOOTH- PROVIDE II" A012 II' -3" 8" II' -3" II" SIM. D PAINT FINISH Aoi2 12"x12" WIDE THICKENED EDGE A WITH (2) #5 BARS CONT. AT PERIM OF SLAB EDGE - ALIGN TOP OF Roll SLAB WITH PAVING J� QUI 1�� /a II � 1 1_011 30 Ixb TREX SLATS OVER STEEL FRAME- BOARDS TO OVERLAP FOR SHADOW BOX STYLE FENCING - COLOR TO BE MADEIRA 2x2 STEEL GATE FRAMING WITH ALKYD PAINT FIN15H b" DIA. STEEL GATE P05T WITH ALKYD PAINT FINISH BRICK VENEER WITH ADJU5TIBLE BRICK TIES @ Ib" O.G. HORIZ. 8 VERT. TO MATCH THE BUILDING - BRICK SOLDIER COURSE CONT. PERIM. TOP OF PAVING- SEE CIVIL DRAWING5 2x2 STEEL GROSS BRACING WITI HORIZONTAL BRACES AT THIRt POINTS- TYF I I 1 II 1 1 1 LJ LJ LJ LJ UI IIS II NL05U ®I `I L R A I I � ® 5/a 11 11-o11 ;ICK VENEER WITH DJU5TIBLE BRICK TIES ® Vlb" O.G. ORIZ. 8 VERT. TO TGH THE BUILDING BRICK SOLDIER COURSE CONT. PERIM. ;ICK VENEER WITH 0JU5TIBLE BRICK Ib" O.G. HORIZ. VERT. TO MATCH THE BUILDING OF PAVING - SEE ' CIVIL DRAWING5 r o 0 PROJECT MGR. cwt TAM M 1 0 N Coo!) J W Q w ■ � N a, ■ r � o � w Zcon � O � y in J o Lu � w .j colli Lu cla W M w v� 0 a, o 0 PROJECT MGR. cwt TAM M 1 0 N Coo!) J W Q w ■ � N a, ■ r � o � w Zcon � O � y in J o Lu � w .j colli Lu cla W M w v� 0 a, 3 0 a ui J m Z -g = _ C7—� `i Z OV U U N T J(nz c+7 _ Q w W O O oXQf w wwJ i\ w aLj Of ~w W Q Q ��a CL_ J c= ~ O WOV QmQ^ m� oe U) 0 w= Q wwQ v v 0 Q aa� GC N N 0 N Z L' M <0z0 OZO aV)V) VCM w}Qf Baa PROJECT NO. $46 PROJECT MGR. TAM DRAWN BY ESP 0 J Coo!) J W Q w � O O ■ r Z O Zcon � , I�1 in J Lu LuW .j colli Lu cla W M w PROJECT NO. $46 PROJECT MGR. TAM DRAWN BY ESP CHECKED BY ADAMS JOB NO. 201 1.302 SHEET NO. 15 © Copyright 2012, Adams Engineering ` 6"0, SCHEDULE 40 SMOOTH SEAMLESS PIPE FURNISHED & INSTALLED BY G.C. M e COMPACTED SUBGRADE TYP. BOLLARD DETAIL N.T.S. 1. 6"0, SCHEDULE 40 SMOOTH SEAMLESS PIPE FURNISHED AND INSTALLED GENERAL CONTRACTOR. 2. BUMPER POSTS TO BE PLUMB AND ALIGNED IN A STRAIGHT LINE AND FILLED WITH CONCRETE.0 3. TOPS TO BE GROUND SMOOTH W/ SQUARE EDGE, THE PRIMED WITH "END RUST" BY DURO AND PAINTED WITH INDUSTRIAL OIL BASED ENAMEL. COLOR TO MATCH DECORATIVE LIGHT POLES. 4. REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS. 5. REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH & SUBGRADE COMPACTION REQUIREMENTS. AQUADUCT TRENCH DRAIN (TYP.) NOTE: REFER TO GEOTECH REPORT FOR EXACT DEPTH NOTE: REFER TO GEOTECH REPORT FOR EXACT DEPTH VISQUEEN WRAP #4 REBAR V SQUEEN WRAP OVER ONE END (TX & LA ONLY) OVER ONE END OF DOWEL #4 REBAR OF DOWEL (TX & LA ONLY) #4 STIRRUPS @ 18" O.C. (TX & LA ONLY) TYP. CONCRETE DETAIL @ CANOPY AQUADUCT TRENCH DRAIN N.T.S. 1. G.C. MUST READ INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION OF AQUADUCT TRENCH DRAIN. 2. REFER TO DETAIL 6-SD2 FOR BRACING RECOMMENDATIONS. 3. EACH TRENCH DRAIN IS INDIVIDUALLY DESIGNED AND SIZED BY AQUADUCT, INC. (REFER TO DESIGN SPECS FOR EXACT SIZING.) 4. SOME PROJECTS MAY HAVE MULTIPLE TRENCH DRAINS ON SITE. (REFER TO "GRADING PLAN" FOR EXACT LOCATIONS.) 2X4 @ NO 18" O.C. BRACING 0 (TYP.) REQUIRED a O H a CONTINUOUS (TYP.) a' 6.'x 2y2" CADMIUM PLATED BOLT (TYP.) VAN ACCESSIBLE PARKING BY DISABLE[ PERMIT ONLY TOW AWAY ZONE AND TYPE AND GAGE OF MATERIAL FOR FINE UP TO $250.00 SIGN AND POST SHALL MEET OR EXCEED LOCAL SIGN REQUIREMENTS 2'-0 BY .154 (WALL THICKNESS) GALVANIZED POST Y4" RADIUS (TYP.) 0 HOLE (TYP.) IIco BOLLARD (TYP.) 2 SD2 I I' e' °:LJ \\ONCRETE � FOOTING, \\ \ COMPACTED // �\ \� SUBGRADE TYP. HANDICAP SIGNAGE D ETA LN.T.S. 1. REFER TO LOCAL JURISDICTION REQUIREMENTS FOR SPECIFIC DETAILS. 2. CONTRACTOR SHALL VERIFY ALL THE REQUIRED INFORMATION NECESSARY AT EACH SIGN WITH LOCAL AUTHORITIES PRIOR TO PURCHASING. 3. REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS. 4. REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH & SUBGRADE COMPACTION REQUIREMENTS. EDGE OF SIDEWALK U)O r� o� G✓ � a(D CD J LL o On, LU Q J LL0 - m i•� Bldg Entry Right - Reduced Patio ELECTRICAL REQUIREMENTS: 1. #10 WIRE (120V-30 AMP, 1 PHASE) WITH GROUND 2. ELECTRICAL STUB TO BE 1" RIGID CONDUIT INSTALLATION REQUIREMENTS: 1. CONC. SLAB TO BE INSTALLED BY G.C. 2. AIR/VAC STAND (MODEL DS9), PROVIDED, INSTALLED & CONNECTED BY VENDOR. fl N 3/4' PVC FROM BUILDING TO -TIGHT ELECTRICAL ON BOX. WOODFORD MODEL PRODUCT Y34FREEZELESS DISPENSER YARD HYDRANT BEYOND j. a 0 M BOLLARD (TYP.) DISPENSER SD2 ISLAND N BEYOND Z 0 � MODEL N0. 2'-0" MIN. GREASE CAP. (LBS) LU¢a- 2'-0" MIN. WIDTH W HEIGHT H �Z tr %" RADIUS %" CAULKING 1 1,500 3,500 16,050 9'-2" Ya" RADIUS 7'-0" 5'-9" HAND TOOLED %" MASKING LL LL Shop drawings shall include complete structural & bouyancy calculations .00 %" CAULKING HAND TOOLED Q C M < M 0� Consult with Park Equipment Company for exact excavation dimensions & I:) shipping information. N W V) <-� Q Z UU Y" MASKING > p c/) Y34 FREEZELESS w YARD HYDRANT • vuww.park-usaxom 1,500 GALLON CAPACITY U`M ~~� W 0 • Z �\ - a 'i .. • QmQ 0e CC INS AL a °., A• i'•' Z �\ - a aNw A W UU Q GT- 1 FOAM OR Q' Cq DATE 2012 A GREASE TRAP wON w}Qf (1,500 GALLON CAPAC TY) •::.: DETAILS :•. N.T.S. WOOD <. BRACING ^' ,' ' ; PRIOR .:' 12" 12" TO 12„ 12„ •;'`, CONCRETE <� .~;' ;'8 ' POURM/-p_N REDWOOD REDWOOD 1" X WOOD 1" X WOOD VISQUEEN WRAP #4 REBAR V SQUEEN WRAP OVER ONE END (TX & LA ONLY) OVER ONE END OF DOWEL #4 REBAR OF DOWEL (TX & LA ONLY) #4 STIRRUPS @ 18" O.C. (TX & LA ONLY) TYP. CONCRETE DETAIL @ CANOPY AQUADUCT TRENCH DRAIN N.T.S. 1. G.C. MUST READ INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION OF AQUADUCT TRENCH DRAIN. 2. REFER TO DETAIL 6-SD2 FOR BRACING RECOMMENDATIONS. 3. EACH TRENCH DRAIN IS INDIVIDUALLY DESIGNED AND SIZED BY AQUADUCT, INC. (REFER TO DESIGN SPECS FOR EXACT SIZING.) 4. SOME PROJECTS MAY HAVE MULTIPLE TRENCH DRAINS ON SITE. (REFER TO "GRADING PLAN" FOR EXACT LOCATIONS.) 2X4 @ NO 18" O.C. BRACING 0 (TYP.) REQUIRED a O H a CONTINUOUS (TYP.) a' 6.'x 2y2" CADMIUM PLATED BOLT (TYP.) VAN ACCESSIBLE PARKING BY DISABLE[ PERMIT ONLY TOW AWAY ZONE AND TYPE AND GAGE OF MATERIAL FOR FINE UP TO $250.00 SIGN AND POST SHALL MEET OR EXCEED LOCAL SIGN REQUIREMENTS 2'-0 BY .154 (WALL THICKNESS) GALVANIZED POST Y4" RADIUS (TYP.) 0 HOLE (TYP.) IIco BOLLARD (TYP.) 2 SD2 I I' e' °:LJ \\ONCRETE � FOOTING, \\ \ COMPACTED // �\ \� SUBGRADE TYP. HANDICAP SIGNAGE D ETA LN.T.S. 1. REFER TO LOCAL JURISDICTION REQUIREMENTS FOR SPECIFIC DETAILS. 2. CONTRACTOR SHALL VERIFY ALL THE REQUIRED INFORMATION NECESSARY AT EACH SIGN WITH LOCAL AUTHORITIES PRIOR TO PURCHASING. 3. REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS. 4. REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH & SUBGRADE COMPACTION REQUIREMENTS. EDGE OF SIDEWALK U)O r� o� G✓ � a(D CD J LL o On, LU Q J LL0 - m i•� Bldg Entry Right - Reduced Patio ELECTRICAL REQUIREMENTS: 1. #10 WIRE (120V-30 AMP, 1 PHASE) WITH GROUND 2. ELECTRICAL STUB TO BE 1" RIGID CONDUIT INSTALLATION REQUIREMENTS: 1. CONC. SLAB TO BE INSTALLED BY G.C. 2. AIR/VAC STAND (MODEL DS9), PROVIDED, INSTALLED & CONNECTED BY VENDOR. fl N 3/4' PVC FROM BUILDING TO -TIGHT ELECTRICAL ON BOX. WOODFORD MODEL PRODUCT Y34FREEZELESS DISPENSER YARD HYDRANT BEYOND j. a 0 M BOLLARD (TYP.) DISPENSER SD2 ISLAND N BEYOND Z 0 � MODEL N0. CAPACITY USGal GREASE CAP. (LBS) LU¢a- LENGTH L WIDTH W HEIGHT H �Z tr OUTLET FL2 m02a 1 1,500 3,500 16,050 9'-2" 5-8" 7'-0" 5'-9" w=m U LL LL Shop drawings shall include complete structural & bouyancy calculations .00 certified by a licensed professional engineer. zww Q C M < M 0� Consult with Park Equipment Company for exact excavation dimensions & I:) shipping information. N W V) <-� Q Z UU WOODFORD MODEL > p c/) Y34 FREEZELESS w YARD HYDRANT d�0 vuww.park-usaxom 102' IF -A AIR WATER -TIGHT ELECTRICAL O v JUNCTION BOX 4„ �Z BURY SLAB M=Q Ov N FRONT VIEW IN GROUND oM O SIDE VIEW O ~ : - a ".\ BURY SLAB \/\/ IN GROUND //\�\ OMPACTED COM PACTED 5" CURB SUBGRADE SUBGRADE 1" CONDUIT FROM BUILDING. REFER TO "UTILITY PLAN" FOR EXACT LOCATION 3 AIR/VAC SERVICE DETAIL N.T.S. 1. SECURE VAULT TO PAD W/ TWO (2) 29-00450 ANGLE BRACKETS AND FOUR (4) Y2"O x 4" SIMPSON TITEN HD SCREWTYPE ANCHORS (TYP.) 2. REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS. 3. REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH & SUBGRADE COMPACTION REQUIREMENTS. GREASE TRAP (1,500 GAL.) & SAMPLE WELL. BOLLARD & SIDEWALK LAYOUT DETAIL FOR RT -6000 BUILDING 1. HANDICAP STRIPING SHALL COMPLY WITH LOCAL AUTHORITIES AND/OR STATE AND NATIONAL A.D.A CODES AND REGULATIONS. 2. ALL BOLLARDS AND LIGHT POSTS ARE TO BE ON THE BUILDING SIDE OF THE EXPANSION JOINT BETWEEN THE BUILDING AND FRONT PARKING. 3. FACE OF BOLLARDS AND LIGHT POSTS ALIGN 3" OFF EXPANSION JOINT 4" SANITARY SEWER LINE. REFER TO "UTILITY PLAN" FOR EXACT LOCATION AND CONTINUATION. N.T.S. 3" FACE OF BOLLARDS & BOLLARD LIGHTS TO COMPACTED SUBGRADE RAVEL a i o `Y2' WATER SUPPLY co FROM "SITE WATER SUPPLY" LINE i \ II II V-3" V-3" II � II II 2'-6" II '1 II II S-0" II I WATER SUPPLY LINE FROM BUILDING II REFER TO "UTILITY PLAN" FOR EXACT LOCATION OF PIPES AND ISOLATION VALVES SECTION VIEW PLAN VIEW (-4 -� YA R D HYDRANT DETAIL N.T.S. 1. SEE "SITE PLAN" FOR EXACT LOCATIONS. 2. REFER TO PAVING PLAN FOR EXACT CONCRETE THICKNESS. 3. REFER TO PAVING PLAN FOR CONCRETE COMPRESSIVE STRENGTH & SUBGRADE COMPACTION REQUIREMENTS. a NAMEPLATE INDICATING: e F_ ® MFG: ParkUSA a °� 888 -611 -PARK WWW.PARK-USA.COM I d� ° ii MODEL: GT -1 I DATE MANUFACTURED a' TO PUBLIC Q��EnuirNr�b Q'Q�Ea""w�vrco SEWER SYSTEM FROM ♦ =4m KITCHEN WASTE W '.aeo�`255-9ok� Bo��255-e�M^ e� 4° INLET AND OUTLET 4" VENT PIPING PROVIDED BY OTHERS. - "SERVICE ALERT PANEL" ° d ° ° °d a NOTIFIES OF GREASE MAXIMUM CAPACITY w AUDIBLE & VISUAL ALARM PLAN VIEW O p CABLE & CONDUIT ROUTED TO ALARM PANEL BY OTHERS CASTIRON FRAME & COVER (TYP-2) 120 I ., .'..a CONCRETE EXTENSION ----=° d 8 ° "VENT a . ° e. 6" VENT SLEEVE - LIQUID SURFACE ♦ INLET OUTLET ♦ 'd. MONOLITHIC BAFFLE GREASE SENSOR H 6" PVC DOUBLE d. TEE MANIFOLD ° FL2 INTERIOR EPDXY LINER FL1 •° + GALVANIZED RISER ° SUPPORT (TYPICAL) PRECAST CONCRETE •°' INTERCEPTOR • .. ° ad • . ° ... d L I Park 2012 @ FROM KITCHEN WASTE SEWER LINE seGREASE TRAP§Grei %rop er® p on.» u,wo.va SAMPLE WELL TO SANITARY GREASE INTERCEPTOR SCHEDULE MODEL N0. CAPACITY USGal GREASE CAP. (LBS) EMPTY WT (LBS) LENGTH L WIDTH W HEIGHT H INLET FL1 OUTLET FL2 GT -1500 1 1,500 3,500 16,050 9'-2" 5-8" 7'-0" 5'-9" 5 -6 - SEWER X Typical applications include commercial and industrial food service kitchens OTHER SIZES ARE AVAILABLE. CONTACT US FOR MORE INFORMATION where excessive grease may interfere with the proper drainage of the sewer TAM system. The grease interceptor is generally buried below grade for gravity flow sewer systems. A sample well is utilized on the outlet side for sampling by the Q local water authoritiy. Engineering Data Specifications The grease interceptor is structurally & hydraulically engineered to conform to LU regional plumbing codes recommended in most cities. Consult with local authorities CONCRETE Class II concrete with design strength of for specific application requirements. 4500 PSI at 28 days. Unit is of monolithic U construction at floor, first stage of wall and baffle Shop drawings shall include complete structural & bouyancy calculations with sectional riser to required depth. (Monolithic certified by a licensed professional engineer. baffle required, slide -in type is not acceptable) Q C M < M 0� Consult with Park Equipment Company for exact excavation dimensions & REINFORCEMENT: Grade 60 reinforced with steel rebar conforming shipping information. to ASTM A615 on required centers or equal. V) <-� C.I. CASTINGS: Manhole frames, covers orrates are manufactured of grey cast iron conforming to ASTM A48-76 Class 30. Manhole shall be nominal 24 inch `I ANS naH diameter and be traffic duty. EPA °° w� c-1613 81138.511.7275 GREASE INTERCEPTOR SERIES GT vuww.park-usaxom 1,500 GALLON CAPACITY U`M ~~� W 0 fieU J KS QmQ 0e CC SCALE NONE DWG. NO. REV. LU Q aNw A W UU Q GT- 1 esgn or alter, Q' Cq DATE 2012 A GREASE TRAP wON w}Qf (1,500 GALLON CAPAC TY) SAMPLE WELL DETAILS �8c N.T.S. 111111111F Tf�fll�Sfmfltl(�U1lff�Nfi IS I�JF�R THERWOM OFIWMWRROW, UII9ffERWE A(YlUfTFNMITT11i'OPF TMDAP,. MURDANY,PEE. I 1 RER��R31TIRL9O (MbNc911913 ON 12 TfRKSVVICU aLEWTIISN iT T� f ll� Fpm (Sx�mC41#1 IFIL X 846 3r o 3 uj JZa] TAM O HJM Q 0 m 0- LU oaf O ZN0-�, U A U 00 � Q C M < M 0� U U ^� 1-.L �>00 V) <-� LU J M'0 0 Q wa ow JO L` r F- Z�cM w � Q LU Q LU J ~~� W 0 fieU J 0 QmQ 0e CC U) 005 LU Q aNw W UU Q O O QOZ Q' Cq aV)V) CV wON w}Qf M Baa Tf�fll�Sfmfltl(�U1lff�Nfi IS I�JF�R THERWOM OFIWMWRROW, UII9ffERWE A(YlUfTFNMITT11i'OPF TMDAP,. MURDANY,PEE. I 1 RER��R31TIRL9O (MbNc911913 ON 12 TfRKSVVICU aLEWTIISN iT T� f ll� Fpm (Sx�mC41#1 IFIL U X 846 3r o 3 uj JZa] TAM O HJM Q 0 m 0- LU oaf O ZN0-�, U A U 00 � Q C M < M 0� U U ^� 1-.L �>00 V) <-� LU J M'0 0 Q wa ow JO L` r F- Z�cM w � Q LU Q LU J ~~� W 0 fieU J 0 QmQ 0e CC U) 005 LU Q aNw W UU Q O O QOZ Q' Cq aV)V) CV wON w}Qf M Baa U X 846 PROJECT MGR. TAM U HJM Q W m 0- SHEET NO. 16 117 117 O U A U � Q z ^� 1-.L O J ' C� LUW 005 J V W Cf 0 RACETRAC JOB NO. 846 PROJECT MGR. TAM DRAWN BY HJM CHECKED BY ADAMS JOB NO. 2011.302 SHEET NO. 16 r THISSfm@l(IU1W IS RREV991FRR THEIRINGM OFIWMWRROW, A9f ffYM*Wkll.a 4000OMMENT UINDERRWE AQIIUfTFNMMOPF TMDAP,. MUIRDAAIY,PEE. REI%%TfNIQfiNc999W ON It /12 TfRKS DVV_ � IIS N103 T TICO BE lW$fM) FpOR WIRFURUMM FuRnlas r � VO O N M SEE SITE PLAN FOR LOCATION NOTES: 1).LIGHT POLES TO BE GREENBRIAR, u h�+�l OF TRASH CAN PROVIDED BY RACETRAC AND TO BE ■ N o 17'-0" INSTALLED BY GENERAL CONTRACTOR. r = � U SEE SITE PLAN FOR POLE LOCATIONS. 2011.302 2' X 2' COLUMN WRAP 13'-0" 1'-9" 2) LIGHT FIXTURES TO BE GREENBRIAR W SEE SITE PLAN AND01 01 FLAT LENS AREA LIGHTING MODEL GRR-FP WITH A MAXIMUM EFFECTIVE PROJECTED U 5)-0" 4'-0" ARCHITECTURALS FOR DETAIL AREA OF 3.8 S.F. (REFER TO 4'-0" "PHOTOMETRIC PLAN" FOR DETAILS) O v� 0 C M < M O ONE LIGHT FIXTURE PER POLE. z " J = 0 W _j V) 3) WIND DESIGN CRITERIA BASED ON THE w a_ Lu LU J Cv 0 O Q waw �wo L` FOLLOWING: Of C) _ CO O A) ASCE 7-10 X""k � I I B) Vult=120 MPH WITH EXPOSURE C a a RISK CATEGORY II M w FOUR (4), 3/4"0 x 26" EMBED, 4" a N Py Py o C) Vasd=93 MPH o O PROJECTION AND 4" HOOK A36 fie F- 0 D) IMPORTANCE FACTOR 1 = 1.0 I a- o ANCHOR BOLTS. VERIFY 0 Q m Q De C J E) DESIGN WIND PRESSURE = 36.6 PSF N " PROJECTION WITH LIGHT POLE SUPPLIER. ANCHOR BOLT 0 PLACEMENT PER LIGHT POLE d'�<w < Ll DALTILE INDENTITY FLOOR SERIES SUPPLIER.47 OXFORD BROWN MY24 FABRIC (UNPOLISHED) 4#6 COPPER WIRE TIED EIGHT (8)4#5 VERT. BARS Q' CN TO BASE OF NUTW/ #3 TIES @ 10" O.C. 5' (TYP.) w5N w}Qf UNLESS NOTED o M Baa FINISH GRADE ON SITE PLAN 1 in PUMP AND SLD E T A L 3 N.T.S. SD3 1. SEE SITE PLAN FOR SPECIFIC ISLAND LAYOUTS. � 0< /�\ �N \\j\\ \LLI of (O� �. \\ O / o 0 in-,/ /\ 1" CONDUIT 10'-0" LONG #3 REBAR� 1 /\�//\(LIGHTING X/_COMPACTED GROUND ROD)\ �o SUBGRADE WATERPROOF CLR JUNG. BOX 24 // \ 1/2" RIGID TYP. SITE LIGHTING SECT ON WIRE CONDUIT N.T.S. GROMMET CANOPYON 120 MPH WIND (Vult) RED -IRON SD4 NOTES: 1. LIGHT POLES SHALL MEET 93 MPH WIND (Vasd); 120 MPH (Vult) . 2. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH (F'c) OF 3,500 PSI FOR ALL LIGHT POLE FOOTINGS. 3. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 4. CONCRETE ABOVE FINISH GRADE TO BE SMOOTH WITH RUBBED FINISH. 5. CONCRETE LIGHT POLE BASES TO BE PAINTED TO MATCH BOLLARD. SEAL CANOPY DECK PENETRATION CANOPY DECK NOTES: CANOPY 1).LIGHT POLES TO BE PROVIDENCE, PROVIDED BY RACETRAC AND TO BE COLUMN BRICK OR INSTALLED BY GENERAL CONTRACTOR. STUCCO -STONE SEE SITE PLAN FOR POLE LOCATIONS. 2) LIGHT FIXTURES TO BE PROVIDENCE COLUMN WRAP AREA LIGHTING MODEL PROV-115-150MH WITH A MAXIMUM EFFECTIVE PROJECTED AREA OF 0.96 S.F. (REFER TO COVER PLATE TO FACE STORE "PHOTOMETRIC PLAN" FOR DETAILS) (TYP). ONE LIGHT FIXTURE PER POLE. 3) WIND DESIGN CRITERIA BASED ON THE FOLLOWING: A) ASCE 7-10 oz - I- a = 12"0 SCHEDULE 40 TYPE S GRADE B Fy = 35 KSI B Vult=120 MPH WITH EXPOSURE C J SMOOTH SEAMLESS PIPE FURNISHED AND INSTALLED RISK CATEGORY II w w BY G.C. BASE POSTS TO BE PLUMB AND ALIGNED IN C) Vasd=93 MPH w - A STRAIGHT LINE, FILLED WITH CONCRETE AND TOPS CONDUIT ATTACHMENT 8c D) IMPORTANCE FACTOR I = 1.0 w v III TO BE GROUND SMOOTH WITH SQUARE EDGE, THEN E) DESIGN WIND PRESSURE = 19.2 PSF o M w PRIMED WITH "END RUST" BY DURO AND PAINTEDrii P E N E TR A T 0 N DETAILS— 1 0 WITH INDUSTRIAL, OIL BASED, ENAMEL. COLOR TO N.T.S. o o MATCH CANOPY COLUMNS. SD3 LL THREE 3 O x 20" EMBED, #6 COPPER WIRE TIED ()° 3Y4" TO BASE OF NUT. 4" PROJECTION AND 3" HOOK A36 ANCHOR BOLTS. VERIFY PROJECTION WITH LIGHT POLE SUPPLIER. ANCHOR BOLT JI% PLACEMENT PER LIGHT POLE STORE SIDE '11 ' SUPPLIER. 11" 1 CV LL CO COMPACTED 3/4" RIGID CONDUIT FROM STORE TO CANOPY SUBGRADE O FOR SPEAKER WIRE. PUMP ISLAND (TYP.) SD RUN UP COLUMN AND THRU DECK; Z Z / 1 o^ w 1" CONDUIT SEAL PENETRATION. Z (V W O O ILLI M 1 '� 3" CLR. TYP. U W LL O / ..;.4.. .. ~ a a YARD HYDRANT YARD HYDRANT WASH SD2 WASH WASH TRASH CAN WASH SD2 WASH BUCKET BUCKET BUCKET � TYP•) BUCKET BUCKET •O •O •O9 •O3 O O J O• O• 18 17 16 15 14 13 12 11 10 OaO O• O o m CONCRETE ENCASEMENT 12 3/4" SPEAKER A ---WASH SPEAKER ® SPEAKER SPEAKER SPEAKER WASH WASH 10'-0" LONG #3 BAR____-----BUCKET\WASH BUCKET BUCKET BUCKET (LIGHTING GROUND ROD) 30 3/4" TYP. DECORATIVE LIGHTING SECT ON 120 MPH WIND (Vult) STREET SIDE 4 N.T.S. SD4 NOTES: 1. LIGHT POLES SHALL MEET 93 MPH WIND (Vasd); 120 MPH (Vult). UIT ON CANOPY STEEL TO 1NC12"ANOPYSTGID EL 2. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH (F'c) OF 3,500 PSI EACH SPEAKER LOCATION. FOR ALL LIGHT POLE FOOTINGS. 3. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. CANOPY ACCESSORY LAYOUT 9 N.T.S. SD3 1. SINGLE ROW OF NINE (9) MPD'S. 2. REFER TO CANOPY PLANS FOR CANOPY DIMENSIONS AND COLUMN LOCATIONS. r THISSfm@l(IU1W IS RREV991FRR THEIRINGM OFIWMWRROW, A9f ffYM*Wkll.a 4000OMMENT UINDERRWE AQIIUfTFNMMOPF TMDAP,. MUIRDAAIY,PEE. REI%%TfNIQfiNc999W ON It /12 TfRKS DVV_ � IIS N103 T TICO BE lW$fM) FpOR WIRFURUMM FuRnlas r � VO O N M o i N u h�+�l M ?0 p ■ N o Wct ct r = � U C� 2011.302 Lu 0 W ZN0-�, U A LIZ Ov � v� 0 C M < M O a, A �>00<-� _j V) � LU J Cv 0 O Q waw �wo L` 0 r �Z�cM w of RF_w � Q J Q a fie F- wOU u30 W 0 Q m Q De C J N 0 < W Z Q d'�<w < Ll W UU Q z 0 QOZ Q' CN a,U-) CV w5N w}Qf M Baa THISSfm@l(IU1W IS RREV991FRR THEIRINGM OFIWMWRROW, A9f ffYM*Wkll.a 4000OMMENT UINDERRWE AQIIUfTFNMMOPF TMDAP,. MUIRDAAIY,PEE. REI%%TfNIQfiNc999W ON It /12 TfRKS DVV_ � IIS N103 T TICO BE lW$fM) FpOR WIRFURUMM FuRnlas r � VO O N M o i N u h�+�l M ?0 p ■ N o Wct ct r = � U C� 2011.302 Lu 0 W ZN0-�, U A LIZ Ov � v� 0 C M < M O a, U x o US o a� 1 I� p JZm HJM p r = � U m 2011.302 Lu 0 oaf ZN0-�, U A O Ov � Q C M < M O U U A �>00<-� _j V) � LU J Cv 0 O Q waw �wo L` 0 r �Z�cM w of RF_w � Q J Q a fie F- wOU u30 W 0 Q m Q De C J N 0 < W Z Q d'�<w < Ll W UU Q z 0 QOZ Q' CN a,U-) CV w5N w}Qf M Baa U x cin PROJECT MGR. 1 I� U HJM p Lu m 2011.302 SHEET NO. 17 �O U A O � Q z A O Lu � 7 L 0 � V1 W '^ W 0 W RACETRAC JOB NO. 846 PROJECT MGR. TAM DRAWN BY HJM CHECKED BY ADAMS JOB NO. 2011.302 SHEET NO. 17 =no © Copyright 2012, Adams Engineering CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Duke Lesley Addition, Lots IRI & IR2, Block C (RaceTrac), Replat P&Z HEARING DATE: October 18, 2012 C.C. HEARING DATE: November 13, 2012 STAFF REP.: Matthew S. Steer, AICP, City Planner LOCATION: NWC of South Belt Line Road and I.H. 635 SIZE OF AREA: 17.4 acres of property CURRENT ZONING: PD -221R3 -HC (Planned Development 221 -Revision 3 -Highway Commercial) REQUEST: A replat of Lot 1, Block C, to establish fire lane, mutual access and utility easements to allow the development of a 5,928 -square -foot convenience store with eight (8) pump islands on Lot IR2 and Lot IRI being reserved for future development. APPLICANT: Applicant: Representative: Anita Roberson Gladys Bowens Pearson Racetrac Petroleum Masterplan Consultants 3225 Cumberland Blvd, Ste. 100 900 Jackson, Ste. 640 Atlanta, GA 30339 Dallas, TX 75202 (770) 431-7600 (214) 761-9197 �la� dys(t- �,masterylanconsultants.com Engineer: Owner: Ted Murday Frisco 5 Ventures, LP Adams Engineering 7750 N. MacArthur, Ste. 120 910 S Kimball Ave Irving, TX 75063 Southlake, TX 76092 972-620-9307 (817) 328-3200 HISTORY: In February 2007, this property was a part of a larger rezoning from a Highway Commercial District to a Planned Development for Highway Commercial uses to allow tilt -wall constriction and additional attached signage on office buildings that are 50,000 -square -feet or larger and to allow the development of mixed uses, including retail, office and hotel on a total of 78.5 acres of property. In July 2007, a rezoning was approved to revise the Planned Development to attach a Concept Plan for retail and restaurant uses on 17.4 acres of property. On July 8, 2008, a ITEM = 13 Page 1 of 2 proposal for a Detail Planned Development for a Racetrac was unanimously denied by City Council at this same location. TRANSPORTATION: South Belt Line Road is a P6D, major thoroughfare built to standard in a 120 -foot right-of-way. SURROUNDING LAND USE & ZONING: North — vacant; PD -221R3 -HC (Planned Development -221 -Revision 3- Highway Commercial) South — vacant; PD -221R3 -HC (Planned Development -221 -Revision 3- Highway Commercial) East — vacant; A (Agriculture) West — vacant; PD -221R3 -HC (Planned Development -221 -Revision 3- Highway Commercial) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, shows this property as suitable for Freeway Special District. A gas station is not compatible with what is envisioned for this property. DISCUSSION: This is the companion request to the previous PD -221R7 -HC request. Because staff is unable to support the zoning proposal, staff is recommending denial of the replatting of the property. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending DENIAL of the replat. ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request ATTACHMENTS: 1. Replat ITEM = 13 Page 2 of 2 F ND.C.T. = Deed Records Dallas County, Texas .D. C.T. =Official Public Records Dallas County, Texas Utility Easement U.E. =Sidewalk &Utility Easement = Water Easement . = Mutual Access Easement .S.W. = General Telephone Company of the Southwest Volume Page Instrument = Easement "BHB" I N00° 00'00"E 66.14' 1 L=148.70, R=475.00 A=017°56'13" N08°58'06"E-148.10' TXDOT N26° 36'59"W 21.22' "BHB "BHB" Bears S49°E-0 26' I I 5' SW & U.E. Inst. #20070240528 10' W.E. Inst. #200900210489 O.P.R.D.0 T "TRI DAL" N89°5733"W 22038' Q I Zoned HC 5 PD 221R6 Lot 2, Block C Duke Lesley Addition, Dividend Drive & Point West Boulevard o0 Inst. #20070240528 O.P.R.D.C.T. W Eagle TX 1 SPE, LLC o Inst. 4201000256219 CD O.P.R.D.C.T. o 0 Z Zoned HC PD 221R2 I I S89° 57'33"E 485.00' "Pacheco Koch " 10' FW E., Inst. #20070446910, 0.1 C.T. S89° 57' 33"E 634.22' 10' W.E., Inst. 420070240528, O.P.R.D.C.T. 15'U ' E. Inst. 92007024058 O.P.R.D.C.T. LOT 1 R, BLOCK C 15.505 Acres (675408± Square Feet) L9 "Pacheco -Koch" Bears -T S89 33"E 0' / L6 Cq f II I Irl I IJI I ISI Iql I ISI I IaI ISI 0 LOT 4, BLOCK C I I o N 1.881 Acres IFA (81952± Square Feet) I z INI Irl >I I IUl I . I I Irl I ISI II II L IG1 L4 -a N89° 57'33"W 256.50' I L17 Lot 1, Block C Lot 3R, Block C Duke Lesley Addition, Duke Lesley Addition, Dividend Drive & Point West Boulevard Inst. #200900210489 o O.P.R.D.C.T. o U I I Q DP Point West 1, LLC Frisco 5 Ventures, LP Inst. #201000330936 _a O.P.R.D.C.T. Q I Zoned HC 5 PD 221R6 Lot 2, Block C Duke Lesley Addition, Dividend Drive & Point West Boulevard o0 Inst. #20070240528 O.P.R.D.C.T. W Eagle TX 1 SPE, LLC o Inst. 4201000256219 CD O.P.R.D.C.T. o 0 Z Zoned HC PD 221R2 I I S89° 57'33"E 485.00' "Pacheco Koch " 10' FW E., Inst. #20070446910, 0.1 C.T. S89° 57' 33"E 634.22' 10' W.E., Inst. 420070240528, O.P.R.D.C.T. 15'U ' E. Inst. 92007024058 O.P.R.D.C.T. LOT 1 R, BLOCK C 15.505 Acres (675408± Square Feet) L9 "Pacheco -Koch" Bears -T S89 33"E 0' / L6 Cq f II I Irl I IJI I ISI Iql I ISI I IaI ISI 0 LOT 4, BLOCK C I I o N 1.881 Acres IFA (81952± Square Feet) I z INI Irl >I I IUl I . I I Irl I ISI II II L IG1 L4 -a N89° 57'33"W 256.50' I L17 Lot 1, Block C l Duke Lesley Addition, I Dividend Drive & Point West Boulevard I Inst. 420070240528 l 4 O.P.R.D.C.T. I I , 5.00' Frisco 5 Ventures, LP I I o Inst. 420070290188 N O.P.R.D.C.T. I N00°02'27"E I oU O.P.R.D.C.T. Zoned HC l (� ' PD 221 R3 I I N x Lls I I b BHB" Bears N72°WA.28' I ILh4 cg \ \ FIRE LANE / MUTUAL ACCESS EASEMENT \ \ \ (BY THIS PLAT) V Io' G.T.C.S.W. I l \ Lll\ Vol. 70142, Pg. 106 I- M \ D.R.D,C.T. �} \ C6 �1� C7 Line Data Table Line # Distance Bearing Ll 33.70' N00°02'27E L2 10.65' N89°57'33"W L3 5.00' S00°02'27"W L4 185.67' N89°57'33"W L5 239.50' N00°02'27"E L6 195.90' S89°57'33"E L7 19.38' S00°02'27"W L8 19.38' S00°02'27"W L9 255.90' N89°57'33"W LIO 521.08' S00°02'27"W LI1 208.71' S71°35'05"E L12 11.16' S89°57'33"E L13 66.02' N00°02'27E L14 27.66' N89°57'33"W L15 21.82' N71 °35'05"W L16 96.18' N00°02'27E L17 196.37' S89°57'33"E L18 19.10' S00°02'27"W Curve Data Table Curve # Arc Radius Delta Chord Bearing Chord C1 29.89' 30.00' 057°05'11" S61°29'51"W 28.67' C2 31.42' 20.00' 090°00'00" N44°5733"W 28.28' C3 47.12' 30.00' 090°00'00" N45°02'27"E 42.43' C4 16.41' 30.00' 031°20'21" S74°7723"E 16.21' C5 16.41' 30.00' 031°20'21" S74°22'17"W 16.21' C6 48.10' 150.00' 018°22'28" S80°46'19"E 47.90' C7 15.69' 30.00' 029°57'39" S74°58'43"E 15.51' C8 15.69' 30.00' 029°57'39" S75°03'37 "W 15.51' C9 160.35' 500.00' 018°22'28" N80'46'1 9"W 159.66' CIO 37.50' 30.00' 077°3732" N35°46'19"W 35.11' Cll 47.12' 30.00' 090°00'00" N45°02'27"E 42.43' C12 15.86' 30.00' 030°17'48" S74°48'39"E 15.68' #2p07024 \ r OS2g O. p R C l\ \ o N \ � o N71 °3.50 119315 � \ \ n \ \ o I-635 (L.B.J. Freeway) \ I Variable -width right of way \ State of Texas and County of Dallas Agreed Judgment Vol. 75045, Pg. 62 \ \ H SURVEYOR'S CERTIFICATE D.R.D.C.T. \ \ I�� I KNOW ALL MEN BY THESE PRESENTS: \ \ That I, Jewel Chadd, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an \ g Y� Y Y p p" p \ 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. Jewel Chadd Registered Professional PRELIMINARY, this document is not to be recorded for any purpose. Land Surveyor No. 5754 jewelCjphls.com Date: STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared Jewel Chadd, of JPH Land Surveying, Inc., known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of , 2012. Notary Public in and for the State of Texas LEGEND OF SYMBOLS MNS O MAG nail with metal washer stamped "JPH Land Surveying CRS O 1/2" capped rebar stamped "JPH Land Surveying" set "TRI DAL" O 1/2" capped rebar stamped "TRI DAL" "Pacheco Koch" O 1/2" capped rebar stamped "Pacheco Koch" "DCA" O 5/8" capped rebar stamped "DCA" "BHB" O 5/8" capped rebar stamped "BHB" TBM iij� Temporary Benchmark SURVEYOR'S NOTES 1. The subject tract lies within Zone X (unshaded), areas outside the 0.2 -percent -annual -chance floodplain; according to the Flood Insurance Rate Map (FIRM) for Dallas County, Texas and Incorporated Areas, Panel 165 of 725, Map Number 48113C0165J, effective date of August 23, 2001as published by the Federal Emergency Management Agency (FEMA). 2. Elevation benchmarks (TBMs) are based on City of Irving Benchmark No. 8, having a published elevation of 532.09'. TBM MNS 533.82 LACE OF BEGINNING --I I I "DCA" I City of Coppell City of Irving I OWNER'S CERTIFICATION WHEREAS, Frisco 5 Ventures, LP is the owner of, Lot 1, Block C of Duke Lesley Addition, Dividend Drive & Point West Boulevard an addition in the City of Coppell, Dallas County, Texas according to the plat recorded under Instrument No. 20770240528 of the Official Public Records of Dallas County, Texas, as evidenced in the deed to said Frisco 5 Ventures, LP recorded under Instrument No. 20070290188 of the Official Public Records of Dallas County, Texas; the subject tract being all of Lot 1, Block C of Duke Lesley Addition, Dividend Drive & Point West Boulevard is more particularly described by metes & bounds as follows: BEGINNING at an "+" found at the northeast corner of Lot 1, Block C of Duke Lesley Addition, Dividend Drive & Point West Boulevard as recorded under Instrument No. 20770240528 of the Official Public Records of Dallas County, Texas; THENCE with the perimeter and to the corners of said Lot 1, the following calls: 1. South 00 Degrees 02 Minutes 27 Seconds West (bearing basis), a distance of 1,055.52 feet to a found 5/8 inch capped rebar stamped "DCA"; 2. North 71 Degrees 35 Minutes 05 Seconds West, a distance of 1,193.15 to a found 5/8 inch capped rebar stamped "BHB"; 3. North 26 Degrees 36 Minutes 59 Seconds West, a distance of 21.22 feet to a salient corner of Lot 1, from which a 5/8 inch capped rebar stamped "BHB" bears North 72 Degrees West a distance of 0.28 feet, said corner of Lot 1 being the beginning of a non -tangent curve being concave to the west (curve to the left) having a radius of 475.00 feet (chord bearing of North 08 Degrees 58 Minutes 06 Seconds East, chord distance of 148.10 feet); 4. In a northerly direction, an are length of 148.70 feet to the end of the curve, from which a found 5/8 inch capped rebar stamped "BHB" bears South 49 Degrees East a distance of 0.26 feet; 5. North 00 Degrees 00 Minutes 00 Seconds East, a distance of 66.14 feet to a found 5/8 inch capped rebar stamped "BHB"; 6. South 89 Degrees 57 Minutes 33 Seconds East, a distance of 485.00 feet to a found 1/2 inch capped rebar stamped "Pacheco Koch"; 7. North 00 Degrees 00 Minutes 00 Seconds East, a distance of 448.00 feet to a salient corner of Lot 1, from which a found 5/8 inch capped rebar stamped `BHB" bears North 17 Degrees West a distance of 0.36 feet; 8. South 89 Degrees 57 Minutes 33 Seconds East, a distance of 634.22 feet returning to the Place of Beginning and enclosing 17.386 acres (757,360± square feet). OWNER'S DEDICATION NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, Frisco 5 Ventures, LP, does hereby adopt this plat designating the herein described property as Duke Lesley Addition, Lot 1R & 4, Block C, an addition in the City of Coppell, Texas, and does hereby dedicate, in fee simple, to the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective right or ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading meters and any maintenance or service required or ordinarily performed by the utility). Water main and waste water easements shall also include additional areas of working space for construction and maintenance or the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and waste water services from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. WITNESS, my hand this the _ day of , 2012. NAME TITLE STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared of Frisco 5 Ventures, LP, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of , 2012. Notary Public in and for the State of Texas CITY SIGNATURES Floodplain Development Permit Application No. _ has been filed with the City of Coppcll floodplain administrator on 12012. Floodplain Administrator Recommended for Approval: Date Chairman, Planning and Zoning Commission Date City of Coppell, Texas Approved and Accepted: Karen Selbo Hunt, Mayor Date City of Coppell, Texas The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of , Lot _, Block _, an addition to the City of Coppell was submitted to the City Council on the day of , 2012, 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 her name as hereinabove subscribed. Witness my hand this day of , A.D., 2012. VICINITY MAP NOT TO SCALE City Secretary, City of Coppell, Texas Utility Company Receipt Acknowledgement: Oneor Atmos Energy: Time Warner: Verizon: Replat \ Duke Lesley Addition Lot 1 R & 4 Block C 'QN � `0-E] v o I.� " 17.386 acres ti � O'oo Ll G1 3 �ow CLIENT being a replat of M 0> Lot 1, Block C I ��Y RaceTrac Petroleum, Inc. I 3225 Cumberland Blvd., Suite 100 Duke Lesley Addition, Dividend Drive & Point West Boulevard Atlanta, GA 30339 City of Coppell, Dallas County, Texas