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06.02.15 PZ PacketPage 1 of 3 ] 1. Call to Order / Roll Call. 2. Pledge of Allegiance. CONSENT AGENDA (Items placed on the Consent Agenda are considered routine in nature and are considered non-controversial. The Consent Agenda can be acted upon in one motion. A Planning & Zoning Commissioner may remove any item for discussion and separate action. Planning & Zoning Commissioners may vote nay on any single item without comment and may submit written comments as part of the official record.) 3a. Consider and act upon minutes from the May 19, 2015 Regular Planning & Zoning Commission meeting. 3b. Consider and act upon a Final Plat of Gee Road, Segment A, on 3.5± acres, being a segment of Gee Road, located at the intersection of US 380 and Gee Road. (D15-0008). 3c. Consider and act upon a Preliminary Site Plan for a medical office development (Texas Health Resources), on 10.5± acres, located on the northeast corner of US 380 and future Mahard Parkway. The property is zoned Planned Development-47 (PD-47) and Specific Use Permit-12 (S-12). (D15-0023). 3d. Consider and act upon a Site Plan for a medical office development (Texas Health Resources), on 10.4± acres, located on the northeast corner of US 380 and future Mahard Parkway. The property is zoned Planned Development-47 (PD-47) and Specific Use Permit-12 (S-12). (D15-0024). 3e. Consider and act upon a Final Plat for the TXHR Addition, Block A, Lot 1, on 10.5± acres, located on the northeast corner of US 380 and future Mahard Parkway. The property is zoned Planned Development-47 (PD-47) and Specific Use Permit-12 (S-12). (D15-0025). 3f. Consider and act upon a Final Plat of Meadowbrook, Phase 1, being 247 single family residential lots, on 72.7± acres, located on the east side of Coit Road, 2,600± feet south of First Street. The property is zoned Planned Development-25 (PD-25). (D15-0031). 3g. Consider and act upon an Amending Plat of SJT Addition, Block 2, Lot 2, on 0.5± acre, located on the southeast corner of Main Street and Third Street. The property is zoned Downtown Retail (DTR). (D15-0042). 3h. Consider and act upon a Final Plat of Frontier Estates, Phase 3, for 75 single family residential lots, on 27.0± acres, located 1,400 feet east of Preston Road, 1,500 feet AGENDA Regular Meeting of the Prosper Planning & Zoning Commission 108 W. Broadway St., Prosper, Texas Town of Prosper Municipal Chambers Tuesday, June 2, 2015, 6:00 p.m. Prosper is a place where everyone matters. Page 2 of 3 south of Frontier Parkway. The property is zoned Planned Development-15 (PD-15). (D15-0043). 3i. Consider and act upon a Site Plan for an office building (Prosper Bank), on 2.3± acres, located on the northwest corner of Preston Road and First Street. The property is zoned Planned Development-17 (PD-17). (D15-0044). 3j. Consider and act upon a Final Plat of the Prosper Bank Addition No. 1, Block A, Lot 1, on 2.3± acres, located on the northwest corner of Preston Road and First Street. The property is zoned Planned Development-7 (PD-7). (D15-0045). 3k. Consider and act upon a Final Plat of Teel Parkway, Segment B, on 5.4± acres, being a segment of Teel Parkway located at the intersection of US 380. (D15-0048). 3l. Consider and act upon a Final Plat of Fishtrap Road and Gee Road, Segment C, on 8.7± acres, being a segment of Fishtrap Road and Gee Road, located from Teel Parkway to Gee Road. (D15-0049). REGULAR AGENDA (If you wish to address the Planning & Zoning Commission during the regular agenda, please fill out a “Speaker Request Form” and present it to the Chair prior to the meeting. Citizens wishing to address the Planning & Zoning Commission for items listed as public hearings will be recognized by the Chair. Those wishing to speak on a non- public hearing related item will be recognized on a case-by-case basis, at the discretion of the Planning & Zoning Commission.) 4. Possibly direct Town Staff to schedule topic(s) for discussion at a future meeting. 5. Adjourn. Note: The order in which items are heard on the agenda is subject to change. CERTIFICATION I, the undersigned authority, do hereby certify that this Notice of Meeting was posted on the inside window at the Town Hall of the Town of Prosper, Texas, a place convenient and readily accessible to the general public at all times, and said Notice was posted on May 29, 2015, at 5:00 p.m. and remained so posted at least 72 hours before said meeting was convened. ________________________________________ _________________________ Robyn Battle, Town Secretary Date Noticed Removed Pursuant to Section 551.071 of the Texas Government Code, the Town Council reserves the right to consult in closed session with its attorney and to receive legal advice regarding any item listed on this agenda. NOTICE Pursuant to Town of Prosper Ordinance No. 13-63, all speakers other than Town of Prosper staff are limited to three (3) minutes per person, per item, which may be extended for an additional two (2) minutes with approval of a majority vote of the Planning & Zoning Commission. Page 3 of 3 NOTICE OF ASSISTANCE AT PUBLIC MEETINGS: The Prosper Planning & Zoning Commission meetings are wheelchair accessible. For special services or assistance, please contact the Town Secretary’s Office at (972) 569-1011 at least 48 hours prior to the meeting time. Page 1 of 7 ] 1. Call to Order / Roll Call. The meeting was called to order at 6:00 p.m. Commissioners present: Chair Mike McClung, Vice Chair Craig Moody, Brian Barnes, John Hema and John Alzner. Commissioner absent: Chris Keith Commissioner Snyder arrived at 6:13 p.m. Staff present: John Webb, Director of Development Services; Alex Glushko, Senior Planner; and Pamela Clark, Planning Technician. 2. Recitation of Pledge of Allegiance. CONSENT AGENDA 3a. Consider and act upon minutes from the May 6, 2015 Regular Planning & Zoning Commission meeting. 3b. Consider and act upon a Site Plan for seven temporary buildings for Rogers Middle School, on 34.4± acres, located on the northeast corner of Richland Boulevard and Coit Road. The property is zoned Planned Development-25 (PD- 25). (D15-0027). 3c. Consider and act upon a Site Plan for a Commercial Stealth Antenna on a Town elevated water storage tank, on 2.8± acres, located on the south side of First Street, 2,200± feet east of Preston Road. The property is zoned Planned Development-6 (PD-6). (D15-0033). 3d. Consider and act upon a Site Plan for a retail building in SJT Addition, Block 2, Lot A, on 0.5± acre, located on the southeast corner of Main Street and Third Street. The property is zoned Downtown Retail (DTR). (D15-0037). 3e. Consider and act upon a Final Plat for Lakes of Prosper, Phase 5B, for 55 single family residential lots, on 15.1± acres, located 1,400± feet north of Prosper Trail, 3,000± feet east of Dallas Parkway. The property is zoned Planned Development-8 (PD-8). (D15-0039). 3f. Consider and act upon a Preliminary Site Plan for the Eagle Crossing Addition, on 9.5± acres, located on the west side of Coleman Street, 1,200± feet south of Prosper Trail. The property is zoned Commercial (C). (D15-0040). MINUTES Regular Meeting of the Prosper Planning & Zoning Commission 108 W. Broadway St., Prosper, Texas Town of Prosper Municipal Chambers Tuesday, May 19, 2015, 6:00 p.m. Prosper is a place where everyone matters. Page 2 of 7 3g. Consider and act upon an Amending Plat for the Prosper Middle School No. 2 Addition, Block 1, Lot 1R, on 36.0± acres, located on the northeast corner of Coit Road and Richland Boulevard. The property is zoned Planned Development-25 (PD-25). (D15-0041). Motioned by Moody, seconded by Alzner, to approve the Consent Agenda subject to staff recommendations. Motion approved 5-0. REGULAR AGENDA 4. Conduct a Public Hearing, and consider and act upon a request for a Specific Use Permit for a Utility Distribution/Transmission Facility, on 0.2± acres, located on the south side of First Street, 500± feet west of the BNSF railroad. The property is zoned Planned Development-67 (PD-67). (S15-0004). Glushko: Indicated the applicant requested the application be tabled indefinitely. Motioned by Alzner, seconded by Barnes, to table Item 4 indefinitely. Motion approved 5-0. 5. Conduct a Public Hearing, and consider and act upon a request to amend Chapter 2, Zoning Districts and Chapter 4, Development Requirements of the Zoning Ordinance regarding Alternating Single Family Plan Elevations, Exterior Residential Masonry Construction, Impervious Coverage of Residential Front Yards, Single Family Corner Lot Landscaping, Residential Garage Standards, Residential Driveway Standards, Carports and Size of Garages; and amend Chapter 3, Building Regulations of the Code of Ordinances regarding residential fences and exterior masonry construction. (Z15-0005). Webb: Summarized the request and presented proposed amendments. Discussed the implementation schedule for proposed amendments. Public Hearing was opened by Chair McClung. Cap Parry (Resident): Spoke in favor of the ordinance amendments. Expressed concerns that the development standards do not apply to commercial construction. Suggested an incentive to developers for implementing the development standards. Jack Dixon (Resident): Stated his home already conforms to the proposed standards. Stated the current size of garages are not long enough or tall enough. Expressed support for the board-on-board fencing and opening fencing adjacent to trails and open spaces. Mike Bennett (Resident): Spoke in opposition to changing the development standards. Expressed a desire for the Town to work on community standards. Stated the expense that residential home owners would incur would be substantially increased. David Lehde (Dallas Builders Association): Referenced a letter sent to the Commissioners regarding concerns. Opposed the enhanced paving standards due to maintenance. Recommended the owners be allowed to have wooden fencing as long as the residents maintain the fencing. Stated garage doors being setback from the house would decrease the size of the backyard and would create restrictions on the interior. Limiting the elevations could cause design issues. Masonry requirement for the upper level would limit building design Page 3 of 7 options and building materials that are accepted by all design codes. Discussed the cost for maintaining masonry on the chimneys. Discussed alternative building materials for chimney construction. Stated the changes would hinder Prosper from remaining a competitive market. David Blom (Developer and Resident): Stated that Town should not need to create an anti- monotony ordinance since developments should be addressing this in their Homeowners Association (HOA) documents. Second story masonry requirements will limit builders design and creativity. Stated current building materials last longer and have improved durability and appearance. Garage doors being set back from the front of the home adds needless cost, and homeowners would not gain anything. The changes would add 50-60 thousand dollars to the price of homes. The chimney requirement is going to require engineered plans. Expressed support for the wrought iron fencing requirement along trails and open spaces. Expressed opposition to the requirement of wrought iron fencing on corner lots due to safety and privacy. Suggested to enact an ordinance regarding the maintenance of fencing and put the burden on the developer and HOA to ensure maintenance and consistent color of staining. JD Sanders (Resident): Stated that the Town Comprehensive Plan assisted in his decision to move to Prosper. Expressed support for the proposed amendments. Asked if the builders would be required to have a consistent fencing throughout a development. Expressed concerns regarding the financial hardship to require residents to replace fencing with board-on-board fencing. Clint Richardson (Developer and Prosper Developers Council Representative): Stated the changes are going to be at a considerably greater cost. Expressed concern of implementation on projects that have not been final platted. Suggested that developments that have an approved preliminary plat should be grandfathered. Trevor Wood (Resident and Developer): Suggested to guard against the standards as a blanket, do not make this a requirement in the older downtown areas. The downtown feel as it is revitalized would be affected and the board-on-board fencing would not match architectural style. Judy Barnes (Resident): Described current fencing in her subdivision and desire for the fencing to remain the way it is. Expressed the desire to have the freedom to make the decisions for their properties. There being no other speakers the Public Hearing was closed by Chair McClung. Commission Discussion: 1. Alternating Single Family Plan Elevations (Anti-Monotony). A minimum of four (4) distinctly different home elevations shall be built on the same side of the street. Similar elevations shall not face each other. The same elevation shall not be within three homes of each other on the same side of the street. Different exterior elevations can be met by meeting at least two of the following criteria: Different roof forms/profiles, different facades consisting of different window and door style and placement, different entry treatment such as porches and columns, different number of stories. Alzner: Agreed as proposed. Snyder: Agreed with no less than four (4) distinctly different home elevations shall be built on the same side of the street. Page 4 of 7 Moody: Agreed with no less than four (4) distinctly different home elevations shall be built on the same side of the street/clarify if less than four homes on a street. McClung: Agreed as proposed with clarification of less than four homes on a street. Barnes: Recommended to clarify “elevations not facing each other.” Hema: Agreed with Commissioners’ comments. 2. Masonry Construction for Single Family Facades Facing a Street. Excluding windows, any portion of an upper story facing a street shall be constructed of 100% masonry. Alzner: Opposed to the requirement, does not promote diversity of product type. Snyder: Agreed as proposed. Moody: Agreed as proposed. McClung: Noted the 100% masonry is too excessive/proposed no less than 85%-90% masonry. Barnes: Agreed as proposed. Hema: Agreed as proposed. 3. Impervious Coverage of Front Yards. The cumulative area of any driveway plus any impermeable surface area located between the front property line and any front building wall shall not exceed fifty (50) percent of the area between the front property line and any front building wall. For the purpose of this subsection, the front wall of a j-swing can be used to meet the requirement. All Commissioners: Agreed with the language as proposed. 4. Single Family Corner Lot Landscaping. A minimum of two (2), four (4) caliper inch trees shall be planted in the side yards of a corner lot. Where more than two (2) trees are required per lot, the side yard corner lot trees may be used to meet the requirement. Street trees planted adjacent to the side yard of a corner lot may also be used to meet the requirement. Alzner: Noted the requirement is excessive, change the wording to provide flexibility. Snyder: Recommended to decrease the size requirement to three (3) caliper inch tree. Moody: Noted the requirement is excessive. McClung: Recommended to decrease the requirement to one (1) three (3) caliper inch tree. Barnes: Stated he does not support this requirement. Hema: Stated the requirement is excessive. 5. Residential Garage Standards i. In no instance shall a garage door directly facing a street be less than 25 feet from the property line. All Commissioners: Agreed with the language as proposed. ii. Garage door directly facing a street shall not occupy more than fifty percent (50%) of the width of the front façade of the house. All Commissioners: Agreed with the language as proposed. Page 5 of 7 iii. Garage door directly facing a street shall be located a minimum of five (5) feet behind the main front façade of the house. All Commissioners: Agreed that garage doors directly facing a street must be recessed or flush with the main portion of the house, in lieu of requiring the five (5) foot garage door setback.. iv. Where a home has three (3) or more garage/enclosed parking spaces, no more than two (2) garage doors shall face the street, unless the garage door(s) are located behind the main structure. All Commissioners: Agreed as proposed – Staff suggested that the language be modified to clarify only two garage spaces can face the street. 6. Residential Driveway Standards i. Stamp and stain/patterned concrete, shall be dust-on color application to wet concrete. ii. Acid-etched colored concrete for the field with scored colored borders, shall use dust-on color application to wet concrete. iii. Colored concrete with scored smooth border, shall use dust-on color application to wet concrete. iv. Brick or interlocking pavers or pave stone. All Commissioners: Agreed to omit this amendment; except Alzner recommended to utilize the requirement in PD’s or at a minimum, require a border or edge. 7. Chimneys. The exterior of chimneys shall be 100% clay fired brick, natural or manufactures stone or stucco. Alzner: Opposed to the requirement due to weight of full brick, recommended requiring Hardi-board and “Smartside Siding” as an allowable masonry material for chimneys. Snyder: Agreed with the language as proposed. Moody: Agreed with the language as proposed. McClung: Recommended Hardi-board and thin brick as an allowable masonry material for chimneys. Barnes: Recommended thin brick as an allowable masonry material for chimneys. Hema: Agreed with the language as proposed. 8. Carports. The support structures of a carport shall be of the same material as the main structure. The roof shall have a minimum roof pitch of 6:12 and be of similar material and (architectural design) as the main structure: Alzner: Agreed with the language as proposed. Snyder: Agreed with the language but would prefer elimination. Moody: Agree with the language as proposed. McClung: Recommended allowing only on lots with a minimum of one acre. Barnes: Agreed with the language but would prefer elimination. Hema: Agreed with the language as proposed. 9. General Fencing Standards. Wooden fences shall be board-on-board with a top rail. Page 6 of 7 Alzner: Supported board-on-board fencing with new construction, but existing fencing should not require to be replaced with board-on- board fencing. All existing fencing should be grandfathered. Snyder: Suggested new fencing be board-on-board, and an entire replacement be required to have board-on-board fencing. Moody: Agreed with new fencing required to have board-on-board and existing should be grandfathered. McClung: Stated fencing facing the street should be required to have board- on-board, but fences on internal lots between neighbors should be up to the resident. Barnes: Agreed with new fencing being required to have board-on-board and existing should be grandfathered. Hema: Agreed with new fencing being required to have board-on-board and existing should be grandfathered. 10. Fencing adjacent to Open Spaces and Hike & Bike Trails. Fences adjacent to open space and hike and bike trails shall be ornamental metal, tubular steel or split rail. Existing wooden fences may be replaced with wooden fence in compliance with the board-on-board requirement. All Commissioners: Agreed with proposed amendment with existing, legally installed wooden fencing being grandfathered from the replacement requirement. 11. Fences on corner lots shall be ornamental metal. Existing wood fences may be replaced with a wood fence in accordance with the standards for wood fences as they exist or may be amended. Existing wooden fences may be replaced with wood fences in compliance with the board-on-board requirement. All Commissioners (with the exception of Snyder): Opposed the corner lot open fencing requirement. Snyder: Agreed with the language as proposed. 12. Garage size. The total area of enclosed garage space shall be a minimum of 426 square feet. The requirement can be met by a garage area separate from the two-car garage. Alzner: Agreed with the language as proposed. Snyder: Agreed with the language as proposed. Moody: Stated the 15% increase appears arbitrary; suggested 400 square feet. McClung: Opposed/the size of the garage should be between the builder and the homeowner. Barnes: Agreed more square footage is need, but it should be a decision made by the builder and homeowner. Hema: Agreed with amendment but suggested a minimum length and width be proposed. Motion by McClung, seconded by Snyder, to approve Agenda Item 5, subject to the proposed changes as noted. Motion approved 6-0. 6. Possibly direct Town Staff to schedule topic(s) for discussion at a future meeting. Page 7 of 7 Webb: Noted this was Chairman McClung’s final meeting and on behalf of the Town and the staff, expressed sincere appreciation for the years of service and effort put into preparing for every meeting and professionalism chairing the Commission. 7. Adjourn. Motioned by Snyder, seconded by Hema, to adjourn. Motion approved 6-0 at 8:19 p.m. ________________________________________ _______________________________ Pamela Clark, Planning Technician Chris Keith, Secretary Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Final Plat of Gee Road, Segment A, on 3.5± acres, being a segment of Gee Road, located at the intersection of US 380 and Gee Road. (D15-0008). Description of Agenda Item: The Final Plat shows a segment of Gee Road which will be dedicated to the Town of Prosper. Budget Impact: There are no significant budget implications associated with the approval of this Final Plat. Legal Obligations and Review: The Final Plat meets minimum development requirements. Attached Documents: 1. Final Plat. Town Staff Recommendation: Town staff recommends approval of the Final Plat subject to: 1. Town staff and TxDOT approval of all right-of-way dedication, turn lanes, drive openings, street sections, and easements. Prosper is a place where everyone matters. PLANNING Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Preliminary Site Plan for a medical office development (Texas Health Resources), on 10.5± acres, located on the northeast corner of US 380 and future Mahard Parkway. The property is zoned Planned Development-47 (PD-47) and Specific Use Permit-12 (S-12). (D15-0023). Description of Agenda Item: The Preliminary Site Plan shows a proposed medical office development (Texas Health Resources) consisting of 122,500 square feet, which will be constructed in multiple phases. The first phase of development will consist of 65,000 square feet. Access is provided from US 380 and future Mahard Parkway. Adequate parking has been provided. The Preliminary Site Plan conforms to the Planned Development-47 and Specific Use Permit-12 development standards. Budget Impact: There are no significant budget implications associated with the approval of this Preliminary Site Plan. Legal Obligations and Review: The Preliminary Site Plan meets minimum development requirements. Attached Documents: 1. Preliminary Site Plan Town Staff Recommendation: Town staff recommends approval of the Preliminary Site Plan subject to: 1. Town staff approval of preliminary water, sewer, and drainage plans. 2. Town staff and TxDOT approval of all thoroughfare locations, right-of-way dedications, easements, driveways, turn lanes, drive openings, median openings, sidewalks, and hike and bike trails. 3. Town staff approval of all fire hydrants, fire department connections (FDC) and fire lanes, including widths, radii, and location. Prosper is a place where everyone matters. PLANNING ¤03 - 23 - 2015 10050025 Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Site Plan for a medical office development (Texas Health Resources), on 10.4± acres, located on the northeast corner of US 380 and future Mahard Parkway. The property is zoned Planned Development-47 (PD-47) and Specific Use Permit-12 (S-12). (D15- 0024). Description of Agenda Item: The Site Plan shows a proposed medical office development (Texas Health Resources) consisting of 65,000 square feet. Access is provided from US 380 and future Mahard Parkway. Adequate parking has been provided. The Site Plan conforms to the Planned Development-47 and Specific Use Permit-12 development standards and the Preliminary Site Plan. Budget Impact: There are no significant budget implications associated with the approval of this Site Plan. Legal Obligations and Review: The Site Plan meets minimum development requirements. Attached Documents: 1. Site Plan Town Staff Recommendation: Town staff recommends approval of the Site Plan subject to: 1. Town staff approval of civil engineering, façade, open space, landscaping, and irrigation plans. 2. Town staff and TxDOT approval of all thoroughfare locations, right-of-way dedications, easements, driveways, turn lanes, drive openings, median openings, sidewalks, and hike and bike trails. 3. Town staff approval of all fire hydrants, fire department connections (FDC) and fire lanes, including widths, radii, and location. Prosper is a place where everyone matters. PLANNING 10050025 SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART 15234 A D B C 15234 A D B C CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP CONTRACTOR FACILITY LANDSCAPING OWNER G:\680\01\0A\ENGINEERING\CONSTRUCTION PLANS\68001.0A - SITE.DWGChecker Author 142963.000 Approver INTEGRATED HEALTH CAMPUS - PROSPER &RS\ULJKW‹3HUNLQV:LOO PROSPER, TEXAS TEXAS HEALTH RESOURCES DESIGN DEVELOPMENT 05.08.20156750 Hillcrest Plaza Dr., Ste. 325, Dallas, TX 75230 5310 Harvest Hill Road, Ste. 100, Dallas, TX 75230 3625 North Hall Street, Ste 1300, Dallas, TX 75219 3535 Travis Street, Ste. 300, Dallas, TX 75204 8150 North Central, Suite 701, Dallas, TX 75206 612 E. Lamar Blvd, Ste. 200, Arlington, TX 76011 10100 North Central Expressway Suite 300 Dallas, Texas 75231 t 214.283.8700 f 214.283.8701 www.perkinswill.com MARK ISSUE DATE 05 - 22 - 2015 SITE PLAN Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Final Plat for the TXHR Addition, Block A, Lot 1, on 10.5± acres, located on the northeast corner of US 380 and future Mahard Parkway. The property is zoned Planned Development-47 (PD-47) and Specific Use Permit-12 (S-12). (D15-0025). Description of Agenda Item: The Final Plat shows one non-residential lot for a medical office development (Texas Health Resources). The Final Plat dedicates all easements necessary for development and conforms to the Planned Development-47 and Specific Use Permit-12 development standards. Budget Impact: There are no significant budget implications associated with the approval of this Final Plat. Legal Obligations and Review: The Final Plat meets minimum development requirements. Attached Documents: 1. Final Plat Town Staff Recommendation: Town staff recommends approval of the Final Plat subject to: 1. Town staff approval of all additions and/or alterations to the easements on the Final Plat. 2. Town staff and TxDOT approval of all right-of-way dedication, turn lanes, drive openings, street sections, hike and bike trails and easements, and sidewalks. Prosper is a place where everyone matters. PLANNING TxDOT AMON bears 6ƒ : 551.50'6ƒ : POINT OF BEGINNING FIVE SAC SELF-STORAGE CORP. VOLUME 4762, PAGE 1011 DALH-PROSPER LLC CC#20141104001205930 1/2" CIRF CM(BASIS OF BEARINGS)U.S. HIGHWAY 380 (VARIABLE WIDTH RIGHT-OF-WAY) 75' WATER PIPELINE EASEMENT (TRACT 1) VOLUME 5018, PAGE 2426 50' PERMANENT PIPELINE EASEMENT VOLUME 6077, PAGE 1639 80' INGRESS/EGRESS EASEMENT CC #20130114000054790 100.12' 6ƒ :1/2" IRF 1/2" CIRF "4117" 1/2" CIRS 1/2" CIRS750.00'1ƒ (595.00'6ƒ (1/2" CIRSL172.16'1ƒ :88.23'1ƒ :C2177.06'1ƒ (1/2" CIRS 1/2" CIRS 1/2" CIRS 1/2" CIRS 1/2" CIRS 1/2" CIRS REMAINDER OF MSW PROSPER 380, L.P. CC #20130011000054790 C1TXHR ADDITION BLOCK A, LOT 1 10.445 ACRES (454,970 SQ. FT.) 93.05' 6ƒ : PROPOSED RIGHT-OF-WAY WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT WATER EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT FIRELANE EASEMENT FIRELANE & ACCESS EASEMENT FIRELANE EASEMENT FIRELANE EASEMENT FIRELANE & ACCESS EASEMENT REMAINDER OF MSW PROSPER 380, L.P. CC #20130011000054790 DRAINAGE EASEMENT 24.0'15.0'24.0'15.0'15.0'24.0'LINE TABLE LINE # L1 BEARING 1ƒ : DISTANCE 35.37' CURVE TABLE NO. C1 C2 DELTA ƒ  ƒ  RADIUS 856.00' 1,135.00' LENGTH 52.86' 185.67' CH. L 52.86' 185.46' CH. B 1ƒ ( 1ƒ ( STREET EASEMENT SEWER EASEMENT SEWER EASEMENT FIRELANE & ACCESS EASEMENT FIRELANE & ACCESS EASEMENT LANDSCAPE EASEMENT LANDSCAPE EASEMENT DRAINAGE EASEMENT TOWN OF PROSPERCOLLIN COUNTY, TEXASTEXAS HEALTH RESOURCES612 E. LAMAR BOULEVARD, 10TH FLOORARLINGTON, TEXAS 7601168001-PPLT10.21.131" = 60'58504Date :Scale :File :Project No. :G:\680\01\SURVEY\Plats\68001-PPLT.dwgTexas Engineers Registration No. 89Texas Surveyors No. 100866-00 Expires 12/31/2013COPYRIGHT ¤2013, Winkelmann & Associates, Inc.No.DATEREVISIONScale 1" = 60' 0'60'120'30' FINAL PLAT TXHR ADDITION BLOCK A, LOT 1 BEING 10.445 ACRES OUT OF THE COLLIN COUNTY SCHOOL LAND #12 , ABSTRACT NO. 147 TOWN OF PROSPER , COLLIN COUNTY, TEXAS FINAL PLATTXHR ADDITIONBLOCK A, LOT 1ABBREVIATION LEGEND ABBR. DEFINITION IRF IRON ROD FOUND CIRS IRON ROD SET w/RED PLASTIC CAP STAMPED "W.A.I." CIRF IRON ROD FOUND w/CAP XCS "X" CUT IN CONCRETE SET XCF "X" CUT IN CONCRETE FOUND PKS PK NAIL SET PKF PK NAIL FOUND CC# COUNTY CLERK'S INSTRUMENT No. CM CONTROLLING MONUMENT NOTICE: Selling a portion of this addition by metes and bounds is a violation of town ordinance and state law and is subject to fines and withholding of utilities and building permit. NO FLOOD PLAIN EXISTS ON THIS SITE ***NOTE*** DETAILED DIMENSIONS AND BOUNDARY TIES FOR THE PROPOSED EASEMENTS WILL BE ADDED TO THE PLAT AFTER THE FINAL EASEMENT LOCATIONS HAVE BEEN ESTABLISHED AND APPROVED BY ALL APPROPRIATE PARTIES BUT BEFORE FILING WITH THE COUNTY. VICINITY MAP NOT TO SCALE W PROSPER TRAIL W. FIRST ST MAHARDPKWYDALLAS PKWYHARPERPROSPER PARVIN FRONTIER PKWY HIGHWAY 380 SITE 68001-PPLT10.21.13N/AG:\680\01\SURVEY\Plats\68001-PPLT.dwgTEXAS HEALTH RESOURCES612 E. LAMAR BOULEVARD, 10TH FLOORARLINGTON, TEXAS 7601158504TOWN OF PROSPERCOLLIN COUNTY, TEXASNo.DATEREVISIONTexas Engineers Registration No. 89Texas Surveyors No. 100866-00 Expires 12/31/2013COPYRIGHT ¤2013, Winkelmann & Associates, Inc.CERTIFICATE OF APPROVAL Approved this _______ day of __________, 20__ by the Planning & Zoning Commission of the Town of Prosper, Texas. _____________________Planning & Zoning Commission Chair _____________________Town Secretary _____________________Engineer Department _____________________Development Services Department OWNERS CERTIFICATE STATE OF TEXAS † COUNTY OF COLLIN † WHEREAS, TEXAS HEALTH RESOURCES are the owners of a tract of land situated in the COLLIN COUNTY SCHOOL LAND SURVEY, ABSTRACT NO. 147, in the Town of Prosper, Collin County, Texas, being part of a tract of land described in deed to MSW Prosper 380, L.P. as recorded in County Clerk's Instrument No. 20130011000054790, Official Public Records, Collin County, Texas, and being more particularly described as follows: %(*,11,1*DWDLQFKLURQURGZLWKDUHGSODVWLFFDSVWDPSHG³:$,´VHWIRUFRUQHURQWKH1RUWK5LJKWRIZD\RI8 S. Highway 380, a variable width right-of-way, said point being North 89 deg 57 min 04 sec East, 99.57 feet from a LQFKLURQURGZLWKDSODVWLFFDSVWDPSHG³´IRXQGIRUWKH6RXWKHDVWFRUQHURIDWUDFWRIODQGGHVFULEHGLQGHHGWR Prosper Partners, L.P., as recorded in County Clerk's Instrument No. 20080303000247320, Official Public Records, Collin County, Texas; THENCE departing said North right-of-way of U. S. Highway 380, over and across said MSW Prosper 380 tract, the following courses and distances: North 45 deg 01 min 10 sec West, a distance of 35.37 feet to a 1/2-inch iron rod with a red plastic cap stamped ³:$,´VHWIRUFRUQHU North 00 deg 02 min 47 sec West, a distance of 72.16 feet to the beginning of a non-tangent curve to the right having a radius of 856.00 feet, a central angle of 03 deg 32 min 18 sec, a chord bearing of North 01 deg 43 min 22 sec East, and a chord length of 52.86 feet; Along said non-tangent curve to the right, an arc distance of 52.86 feet to a 1/2-inch iron rod with a red plastic cap VWDPSHG³:$,´VHWIRUFRUQHU North 00 deg 17 min 54 sec West, a distance of 88.23 feet to the beginning of a non-tangent curve to the left having a radius of 1,135.00 feet, a central angle of 09 deg 22 min 22 sec, a chord bearing of North 05 deg 08 min 04 sec East, and a chord length of 185.46 feet; Along said non-tangent curve to the left, an arc distance of 185.67 feet to a 1/2-inch iron rod with a red plastic cap VWDPSHG³:$,´VHWIRUFRUQHU North 00 deg 26 min 54 sec East, a distance of 177.06 feet to a 1/2-inch iron rod with a red plastic cap stamped ³:$,´VHWIRUFRUQHU North 89 deg 57 min 04 sec East, over and across said MSW Prosper 380 tract, a distance of 750.00 feet to a LQFKLURQURGZLWKDUHGSODVWLFFDSVWDPSHG³:$,´VHWIRUFRUQHU South 00 deg 02 min 56 sec East, a distance of 595.00 feet to a 1/2-inch iron rod with a red plastic cap stamped ³:$,´VHWIRUFRUQHURQVDLG1RUWKULJKWRIZD\RI86+LJKZD\ THENCE along said North right-of-way of U. S. Highway 380 and the South line of said MSW Prosper 380 tract, the following courses and distances: South 89 deg 57 min 04 sec West, a distance of 93.05 feet to a point for corner from which an aluminum TxDOT monument found bears South 26 deg 48 min 04 sec West, a distance of 0.36 feet; South 87 deg 05 min 19 sec West, a distance of 100.12 feet to a 1/2-inch iron rod found for corner; THENCE South 89 deg 57 min 04 sec West, continuing along said North right-of-way of U. S. Highway 380, a distance of 551.50 feet to the POINT OF BEGINNING. CONTAINING within these metes and bounds 10.445 acres or 454,970 square feet of land, more or less. Bearings shown hereon are based upon an on-the-ground Survey performed in the field on the 8th day of October, 2013, utilizing a G.P.S. measurement using the Geoshack VRS Network of South 00 deg 10 min 41 sec West, along the most southerly east line of the MSW Prosper 380, L.P. Tract, recorded in County Clerk's File No. 20130011000054790, Official Public Records, Collin County, Texas. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT TEXAS HEALTH RESOURCES acting herein by and through its duly authorized officers, does hereby certify and adopt this plat designating the herein above described property as TXHR ADDITION , Block A, Lot 1 , an addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. The TEXAS HEALTH RESOURCES does herein certify the following: 1.The streets and alleys are dedicated for street and alley purposes. 2.All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances. 3.The easements and public use areas, as shown, are dedicated for the public use forever for the purposes indicated on this plat. 4.No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easements if approved by the Town of Prosper. 5.The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair. 6.Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and Town of Prosper's use thereof. 7.The Town of Prosper and public utilities 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 their respective systems in the easements. 8.The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. 9.All modifications to this document shall be by means of plat and approved by the Town of Prosper. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas. WITNESS, my hand, this the _______________ day of ___________________________, 2015. BY: ______________________________ ______________________________ Authorized Signature Printed Name and Title 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 ____________________, 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 ___________________, 2015. _______________________________________________ Notary Public, State of Texas WITNESS, my hand, this the _______________ day of ___________________________, 2015. SURVEYOR'S CERTIFICATE Know All Men By These Presents: That I, Leonard J. Lueker, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the Town of Prosper, Texas. Dated this the _______________ day of ___________________________, 2015. _______________________________________________________________________ Leonard J. Lueker Registered Professional Land Surveyor Texas Registration # 5714 Winkelmann & Associates, Inc. 6750 Hillcrest Plaza Drive, Suite 325 Dallas, Texas 75230 (972) 490-7090 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 Leonard J. Lueker, 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 ___________________, 2015. _______________________________________________ Notary Public, State of Texas EASEMENT LANGUAGE ACCESS EASEMENT The undersigned covenants and agrees that the access easement(s) may be utilized by any person or the general public for ingress and egress to other real property, and for the purpose of general public vehicular and pedestrian use and access, and for the Fire Department, Police, and emergency use in along, upon, and across said premises, with the right and privilege at all times of the Town of Prosper, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon, and across said premises. FIRE LANE EASEMENT The undersigned covenants and agrees that he (they) shall construct upon the fire lane easements, as dedicated and shown hereon, a hard surface paved in accordance with Town standards and that he (they) shall maintain the same in a state of good repair at all times and keep the same free and clear of any structures, fences, trees, shrubs, or other improvements or obstruction, including but not limited to the parking, loading, or unloading of motor vehicles, trailers, boats, or other impediments to the access of fire apparatus. The maintenance of pavement in accordance to Town standards of the fire lane easements is the responsibility of the owner, and the owner shall post and maintain signage in accordance to Town standards in conspicuous places along the fire lanes, stating "Fire Lane, No Parking". The police or their duly authorized representative is hereby authorized to cause such fire lanes and utility easements to be maintained free and unobstructed at all times for fire department and emergency use. LANDSCAPE EASEMENT The undersigned covenants and agrees that the landscape easement and restrictions herein set forth shall run with the land and be binding on the owner(s) of the property in this subdivision, their successors and assigns, and all parties claiming by, through and under them. In the event a replat is requested on all or part of this property, the Town may require any similar or additional restrictions at its sole discretion. The sole responsibility for maintenance and replacement of landscape materials thereof shall be borne by any 'homeowners' association hereafter established for the owners of lots in this subdivision and/or the owners of the individual lots within this subdivision. Such maintenance and replacement shall be in conformance with the requirements, standards, and specifications of the Town of Prosper, as presently in effect or as may be hereafter amended. This provision may be enforced by specific performance or by any other remedy allowed by law. This Landscape Easement shall be void of utilities and other elements unless otherwise approved on the plat. DRAINAGE AND DETENTION EASEMENT (ABOVE GROUND DETENTION) This plat is hereby adopted by the Owners and approved by the Town of Prosper (Called "Town") subject to the following conditions which shall be binding upon the Owners, their heirs, grantees, successors and assigns: The portion of TEXAS HEALTH RESOURCES tract, as shown on the plat is called "Drainage and Detention Easement". The Drainage and Detention Easement within the limits of this addition, will remain open at all times and will be maintained in a safe and sanitary condition by the owners of the lot or lots that are traversed by or adjacent to the Drainage and Detention Easement. The Town will not be responsible for the maintenance and operation of said Easement or for any damage to private property or person that results from conditions in the Easement, or for the control of erosion. No obstruction to the natural flow of storm water run-off shall be permitted by construction of any type of building, fence or any other structure within the Drainage and Detention Easement, as herein above defined, unless approved by the Town Engineer. Provided, however, it is understood that in the event it becomes necessary for the Town to erect or consider erecting any type of drainage structure in order to improve the storm drainage that my be occasioned by drainage in or adjacent to the subdivision, then in such event, the Town shall have the right to enter upon the Drainage and Detention Easement at any point, or points, to investigate, survey or to erect, construct and maintain any drainage facility deemed necessary for drainage purposes. Each property owner shall keep the Drainage and Detention Easement clean and free of debris, silt, and any substance which would result in unsanitary conditions or obstruct the flow of water, and the Town shall have the right of ingress and egress for the purpose of inspection and supervision of maintenance work by the property owner to alleviate any undesirable conditions which may occur. The natural drainage through the Drainage and Detention Easement is subject to storm water overflow and natural bank erosion to an extent which cannot be definitely defined. The Town shall not be held liable for any damages of any nature resulting from the occurrence of these natural phenomena, or resulting from the failure of any structure or structures, within the Easement. NOTICE: Selling a portion of this addition by metes and bounds is a violation of town ordinance and state law and is subject to fines and withholding of utilities and building permit. NO FLOOD PLAIN EXISTS ON THIS SITE FINAL PLAT TXHR ADDITION BLOCK A, LOT 1 BEING 10.445 ACRES OUT OF THE COLLIN COUNTY SCHOOL LAND #12 , ABSTRACT NO. 147 TOWN OF PROSPER , COLLIN COUNTY, TEXAS FINAL PLATTXHR ADDITIONBLOCK A, LOT 1 Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Final Plat of Meadowbrook, Phase 1, being 247 single family residential lots, on 72.7± acres, located on the east side of Coit Road, 2,600± feet south of First Street. The property is zoned Planned Development-25 (PD-25). (D15-0031). Description of Agenda Item: The Final Plat shows 247 single family residential lots. Access will be provided from Coit Road and the off-site extension of Lakewood Drive to US 380. The Final Plat conforms to the Planned Development-25 development standards and the approved Preliminary Plat. Budget Impact: There are no significant budget implications associated with the approval of this Final Plat. Legal Obligations and Review: The Final Plat meets minimum development requirements. Attached Documents: 1. Final Plat Town Staff Recommendation: Town staff recommends approval of the Final Plat subject to: 1. Town staff approval of all additions and/or alterations to the easements on the Final Plat. 2. Town staff approval of civil engineering, landscape, irrigation, and screening plans. 3. Town staff approval of all right-of-way dedication, turn lanes, drive openings, street sections, hike and bike trails and easements, and sidewalks. Prosper is a place where everyone matters. PLANNING OF OUT OF THE IN THE CORWIN ENGINEERING, INC. PREPARED BY 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 (972)-396-1200 OWNER NOTES 0 50 100 200 SCALE: 1" = 100’ AUSTIN, TEXAS 78750 FINAL PLAT MEADOWBROOK PHASE I TOWN OF PROSPER COLLIN COUNTY, TEXAS 75’ PIPELINE ESMT. VOL. 5214, PG. 2301 PROSPER MIDDLE S C H O O L N O . 2 A D D I T I O N BLOCK A, LOTS 1 & 2 DOC. NO. 20081208010 0 0 4 2 4 0 5/8 " IRF JAMES STONE SURVEY ABSTRACT NO. 847 I.C. WILLIAMS SURVEY ABSTRACT NO. 948 55 PROSPER, L.P. DOC. NO. 20120111000035080 55 PRO S P E R , L . P . DOC. NO. 2 0 1 2 0 1 1 1 0 0 0 0 3 5 0 8 0 COIT ROAD(DOC. NO. 20110407000363170)POINT OF BEGINNING JAMES STONE SURVEY, ABSTRACT NO. 847 I.C. WILLIAMS SURVEY, ABSTRACT NO. 948 US 380COIT ROADCUSTER ROADFIRST STREET PROJECT LOCATION LOCATION MAP N.T.S. 170’ T P & L E S M T . VOL. 81 0 , P G . 6 9 3 MATCHLINE SHEET 2 0F 2 PROSPER 236, LLC. 13809 RESEARCH BLVD., SUITE 655 LOT 1 BLOCK B OPEN SPACE 0.596 ACRES 23’ R LOT 17 BLOCK A OPEN SPACE 0.038 ACRES 29.5 ’ 29 . 5 ’ 2 9 . 5 ’ 2 9 . 5 ’ 29 . 5 ’ 2 9 . 5 ’ 2 9 . 5 ’ 2 9 . 5 ’ 25’ 25’ 25’ JAMES STONE SURVEY ABSTRACT NO. 847 I.C. WILLIAMS SURVEY ABSTRACT NO. 948 R.O.W. DEDICATION BY PROSPER ISD DOC. NO. PROSP E R 2 3 6 , L L C . DOC. N O . 2 0 1 5 0 1 3 0 0 0 0 1 0 9 7 7 0 PROSP E R 2 3 6 , L L C . DOC. N O . 2 0 1 5 0 1 3 0 0 0 0 1 0 9 7 7 0 PROSP E R 2 3 6 , L L C . DOC. N O . 2 0 1 5 0 1 3 0 0 0 0 1 0 9 7 7 0 SHEET 1 OF 3 CURVE TABLE CURVE NO.DELTA RADIUS LENGTH TANGENT BEARINGCHORD 1. 39^42’38" 295.00’ 204.46’ 106.53’ 200.39’ N70^41’23"E 2. 15^17’45" 275.00’ 73.41’ 36.92’ 73.20’ N43^11’41"E 3. 20^17’10" 250.00’ 88.52’ 44.73’ 88.05’ S44^18’36"E 4. 60^37’21" 50.00’ 261.26’ ----’ 50.47’ N48^00’35"E 5. 20^44’50" 275.00’ 99.58’ 50.34’ 99.04’ N25^10’24"E 6. 27^17’20" 525.00’ 250.05’ 127.44’ 247.69’ N28^26’39"E 7. 09^19’21" 250.00’ 40.68’ 20.38’ 40.63’ S43^15’00"E 8. 07^41’09" 1245.00’ 167.01’ 83.63’ 166.88’ S42^25’54"E 9. 116^40’58" 50.00’ 101.83’ 81.09’ 85.12’ S67^44’46"E 10. 47^03’25" 250.00’ 205.32’ 108.85’ 199.60’ S22^44’46"E 11. 31^23’02" 50.00’ 27.39’ 14.05’ 27.05’ N75^05’25"E 12. 07^41’09" 935.00’ 125.42’ 62.81’ 125.33’ N42^25’54"W 13. 07^41’09" 1090.00’ 146.22’ 73.22’ 146.11’ S42^25’54"E 14. 16^55’47" 525.00’ 155.13’ 78.13’ 154.56’ N50^33’12"E 15. 15^01’44" 625.00’ 163.94’ 82.44’ 163.47’ N51^30’14"E 16. 17^34’33" 625.00’ 191.72’ 96.62’ 190.97’ N35^12’06"E 17. 06^52’00" 975.00’ 116.85’ 58.50’ 116.78’ N29^50’50"E 18. 17^15’37" 400.00’ 120.50’ 60.71’ 120.04’ S47^13’08"E 19. 07^41’09" 250.00’ 33.54’ 16.79’ 33.51’ N47^34’06"E 20. 07^41’09" 625.00’ 83.84’ 41.98’ 83.78’ S42^25’54"E 21. 07^41’09" 780.00’ 104.63’ 52.39’ 104.55’ S42^25’54"E 22. 120^01’23" 50.00’ 104.89’ 86.93’ 86.69’ S23^02’59"E 23. 161^28’45" 50.00’ 140.92’ ----’ 98.70’ S45^20’53"E 24. 14^58’06" 250.00’ 65.31’ 32.84’ 62.13’ N83^17’53"E 25. 07^58’30" 1230.00’ 171.20’ 85.74’ 171.06’ S10^11’55"E 26. 12^26’17" 1230.00’ 267.01’ 134.03’ 266.49’ S20^24’18"E 27. 64^40’01" 50.00’ 257.73’ ----’ 53.48’ N20^00’51"W 28. 17^25’24" 250.00’ 76.02’ 38.31’ 75.73’ N82^04’14"E 29. 15^09’45" 325.00’ 86.01’ 43.26’ 85.76’ S09^03’35"E 30. 25^30’54" 325.00’ 144.73’ 73.58’ 143.54’ S29^23’55"E 31. 04^07’07" 250.00’ 17.97’ 8.99’ 17.97’ N45^47’05"E 32. 34^56’04" 250.00’ 152.43’ 78.67’ 150.08’ N65^18’41"E 33. 70^28’49" 50.00’ 252.65’ ----’ 57.70’ N22^43’08"E 34. 39^03’11" 405.00’ 276.05’ 143.63’ 270.74’ N63^15’07"E 35. 41^42’43" 560.00’ 407.69’ 213.35’ 398.74’ N64^34’53"E 36. 20^54’00" 225.00’ 82.07’ 41.50’ 81.62’ S10^27’57"E 37. 179^29’47" 50.00’ 157.52’ ----’ 100.00’ N27^22’44"E 38. 27^15’59" 800.00’ 380.71’ 194.03’ 377.13’ S12^59’57"E 39. 13^07’32" 1010.00’ 231.37’ 116.20’ 230.87’ S14^21’11"E 40. 37^31’28" 715.00’ 468.27’ 242.88’ 459.95’ N62^29’15"E 41. 38^34’20" 870.00’ 585.69’ 304.43’ 574.70’ N63^00’41"E 42. 00^05’16" 1010.00’ 1.50’ 0.73’ 1.50’ S07^44’52"E 43. 37^10’28" 1025.00’ 665.04’ 344.70’ 653.43’ N62^18’46"E 44. 10^26’42" 975.00’ 177.74’ 89.12’ 177.49’ N38^30’11"E 45. 38^34’20" 1190.00’ 801.12’ 416.41’ 786.08’ N63^00’41"E 46. 11^51’21" 1190.00’ 246.24’ 123.56’ 245.80’ N88^13’32"E 47. 30^38’06" 97.00’ 51.86’ 56.57’ 51.25’ S39^29’54"E 48. 91^41’19" 75.00’ 120.02’ 77.24’ 107.62’ S45^12’07"E 49. 38^35’10" 80.00’ 53.88’ 28.01’ 52.84’ N70^16’56"E 50. 89^19’31" 72.00’ 112.25’ 71.16’ 101.22’ S84^20’53"E 51. 37^12’30" 80.00’ 51.95’ 26.93’ 51.04’ S58^17’23"E 52. 38^58’13" 1355.00’ 921.62’ 479.44’ 903.96’ N67^20’45"E LINE NO.BEARING DISTANCE 1. S 54^27’11" E 21.88’ 2. N 84^14’19" E 14.66’ 3. S 11^35’11" E 15.09’ 4. N 55^49’59" E 5.88’ 5. N 85^34’55" E 13.68’ 6. S 47^54’41" E 29.10’ 7. S 00^59’10" E 13.78’ 8. N 22^15’14" E 16.12’ 9. S 67^44’46" E 27.32’ 10. N 00^46’56" E 47.66’ 11. N 42^19’00" E 13.36’ 12. S 00^46’56" W 3.41 ’ 13. S 46^56’54" E 14.87’ 14. S 44^17’57" E 14.16’ 15. N 45^42’03" E 14.12’ 16. S 68^10’58" W 16.48’ 17. N 59^23’54" E 9.98 ’ 18. S 87^22’53" E 13.99’ 19. S 00^25’01" E 14.90’ 20. S 80^09’17" W 13.29’ 21. S 08^25’08" E 14.55’ 22. S 84^13’58" E 13.99’ 23. N 51^24’40" E 25.00’ 24. S 05^53’41" W 14.27’ 25. N 88^43’31" E 14.14’ 26. S 01^16’29" E 14.14’ 27. S 89^12’55" E 13.62’ 28. S 06^45’26" W 13.27’ 29. S 07^13’17" E 20.38’ 30. N 00^46’56" E 15.00’ 31. S 62^25’18" E 15.24’ 32. N 73^21’32" E 13.09’ 33. S 32^51’21" W 14.26’ 34. S 45^20’53" E 14.42’ 35. N 44^39’07" E 20.81’ 36. N 56^37’08" W 14.44’ 37. N 75^48’50" E 17.22’ 38. N 32^26’25" E 13.43’ 39. S 24^26’03" W 21.83’ 40. S 63^22’33" W 48.70’ 41. B 18^07’52" W 16.91’ 42. N 37^19’41" E 14.09’ 43. S 54^35’32" E 14.11’ 44. S 36^20’31" W 14.38’ 45. S 53^26’36" E 13.96’ 46. N 38^02’18" E 13.96’ 47. N 78^24’49" W 96.28’ LINE TABLE LINE NO.BEARING DISTANCE 20’X50’ STREET ESMT. W.E. W.E. V.A.M . APPROXIMATE LIMITS OF 100 FLOOD PLAIN FEMA MAP NO. 48085C0235J DATED JUNE 2, 2009 H E M P S T E A D C O U R T D O V E R D R I V E M O O R L A N D P A S S D R I V E MOORLAND PASS DRIVEM A N C H E S T E R A V E N U E MEADOW DELL DRIVE HYDE COURT CLARENDON C O U R TBROADHURST LANELAKEWOOD DR IVE KES S WI CK PASS DRIVELANGLEY W AY KINGSTO N STREET M EADOW BRO O K BO U LEV AR D 20’ UTILITY ESMT. VOL. PG. LOT 18 BLOCK A OPEN SPACE & SAN. SWR. ESMT. 0.033 ACRES LOT 19 BLOCK A OPEN SPACE & SAN. SWR. ESMT. 0.033 ACRES MEADOWBROOKBOULEVARD OLD SHIRE PATH ROAD 23.89’ 83.76’ S89^26’48"E 74.76’ = 90^08’38" R= 4.50’ T= 4.51’ L= 7.71’ C= 6.37’ B= N45^28’50"E = 90^17’04" R= 4.50’ T= 4.52’ L= 7.09’ C= 6.38’ B= S44^18’16"E LOT 37 BLK B OPEN SPACE PLATTED BY PROSPER ISD. DOC. NO. TOTAL ACRES 72.739 TOTAL LOTS TYPE C LOTS TYPE D LOTS 247 47 200 LIMITS OF FULLY DEVELOPED CONDITIONS 100-YEAR WATER SURFACE ELEVATION LAKEWOOD DRIVE R.O.W. VOL. PG. SEE SHEET 3 OF 3 FOR EXTENSION LOT 29 BLOCK F OPEN SPACE & LANDSCAPE ESMT. 0.079 ACRES 15’ SIDEYARDBUILDING LINE20’ FRONT BUILDING LINE 20’ REAR BUILDING LINE PROPOSED STREETPROPOSED STREET15’ SIDEYARDBUILDING LINE20’ FRONT BUILDING LINE 20’ REAR BUILDING LINE PROPOSED STREETPROPOSED STREETTYPICAL DETAIL FOR ’C’ LOTS TYPICAL DETAIL FOR ’D’ LOTS N.T.S.N.T.S.5’ SIDEYARDBUILDING LINE(TYP.)7’ SIDEYARDBUILDING LINE(TYP.)MIN. 9,000 SF MIN. LOT WIDTH 70’ MIN. 7,000 SF MIN. LOT WIDTH 55’ LOT 16 BLOCK A OPEN SPACE OWNED AND MAINTAINED BY THE HOA PUBLIC HIKE & BIKE ESMT. 5.393 ACRES 20.51’ N63^22’33"E 39.24’ S63^22’33"W 29.15’ 18.18’ 1 5 ’ 34 WATER EASEMENT LOT 34 BLOCK G SCALE 1" = 100’ WATER EASEMENT 46 LOT 46 BLOCK G SCALE 1" = 100’ S89^13’04"E 30.31’ N89^13’04"W 37.32’ 1 6 . 9 0 ’59.75’12.10’ 15.08’ W.E. W.E. Bearing are referenced to a 117.004 acre tract, as described in the Deed Records of Collin County, Texas. All lot lines are radial or perpendicular to the street unless otherwise noted by bearing. 1/2 " iron rods with "CORWIN ENGR. INC." caps set at all boundary corners, block corners, points of curvature, points of tangency, and angle points in public right-of-way unless otherwise noted. C.M. - Controlling Monuments IRF- Iron Rod Found U.E. - Utility Easement B.L. - Building Line. W.E. - Water Easement V.A.M. - Visibility Access Maintenance Easement - Street Name Change - Denotes Front Yard No Flood Plain exists on site. SEE DETAIL BELOW SAN. S W R . E S M T . BY SEP A R A T E INST R U M E N T DRAINAGE & UTILITY ESMT. VOL. PG. DRAINAGE ESMT. VOL. PG. & LAND SCA P E EA S EM EN T - 1 . 1 6 1 AC . MAY 2015 SCALE: 1"=100’LOT 59 BLOCK G - OPEN S P ACE V.A. M. SEE SHEET 2 OF 3 FOR ISLANDS Selling a portion of this addition by metes and bounds is a violation of the City ordinance and State law, and is subject to fines and withholding of utilities and building permits. All Open Space lots will be owned and maintained by H.O.A. All fences adjacent to open spaces to be ornamental metal. No utility or drainage easements allowed in landscape easements (Lakewood Drive) Regional detention to be provided in offsite lake, and to be owned and maintained by . 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. N89%%d26’21"W 1104.65’ N89%%d13’04"W 1827.22’ B B B C C D E F F F G G G H D G EH G 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 1 10 1 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1 10 1 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 N00^32’37"E 39.65’ A 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 12 13 14 15 16 17 18 19 20 21 22 23 24 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 22 23 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3536373839 40 41 42 43 44 45 464748495051 52 53 54 55 56 57 58 2 3 4 5 6 7 8 9 28 30 N82%%d17’51" E 125.02 S 3 3%% d 1 3 ’ 4 2 " E 1 3 0 . 0 0 S 2 8%% d 3 3 ’ 5 2 " E 1 3 0 . 0 0 S23%%d54’ 02 "E 1 3 0 . 0 0 S19%%d14’13"E130.00S14%%d34’23"E130.00 N47%%d 5 0 ’ 3 9 " E 139.29 N47%%d 5 0 ’ 3 9 " E 134.97 S59% % d 1 8 ’ 0 0 " W 127.63 S43%%d4 3 ’ 3 1 " W 162.65 S43%%d4 3 ’ 3 1 " W 162.65 N55% % d 3 1 ’ 3 7 " E 157.03 N88%%d31’18"E 130.00 S76%%d3 9 ’ 4 5 " W 126.29 S55% % d 4 9 ’ 5 9 " W 135.58 ’ S55% % d 4 9 ’ 5 9 " W 135.58 ’ S55% % d 4 9 ’ 5 9 " W 135.58 ’ S 3 4 % % d 1 0 ’ 0 1 " E 2 1 6 . 3 6 ’ N79%%d47’ 4 9 " E 164.23’ N55% % d 4 9 ’ 5 9 " E 129.00 ’ N55% % d 4 9 ’ 5 9 " E 137.00 ’ N55% % d 4 9 ’ 5 9 " E 143.92 ’ N55% % d 4 9 ’ 5 9 " E 132.19 ’ N49%% d 0 5 ’ 4 8 " E 129.73’ 304.56’167.87’87.93’93.50 ’ 4 7 . 3 1 ’ 32.52’ 3 3 . 9 9 ’ 5 5 . 0 0 ’ 4 3 . 0 5 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ N 4 6 % % d 1 6 ’ 2 9 " W 77 . 4 0 ’ S4 4 % % d 5 3 ’ 2 0 " E 50 . 7 9 ’ 2. 0 4 ’ 52 . 9 6 ’ 55 . 0 0 ’ 46 . 9 6 ’ 8. 7 3 ’ 5 5 . 0 0 ’ 2 0 . 4 0 ’ 3 2 . 3 3 ’ 52 . 9 0 ’ 2 . 9 9 ’ 67 . 5 7 ’ 68.50’ 45.01’ 0.14’60.11’221.92 ’ 335.61’ 5 8 . 2 6 ’ 6 3 . 3 1 ’ 5 6 . 7 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 4 2 ’ 5 9 . 6 9 ’ 59 . 6 9 ’ 59 . 6 9 ’ 55 . 7 6 ’ 55 . 4 4 ’37 . 1 3 ’ 77 . 5 2 ’ 3 9 . 4 7 ’ 1 5 . 7 4 ’ 6 8 . 0 7 ’ 1 3 8 . 3 1 ’78.21’73.55’124.89’6 2 . 6 6 ’ 30 . 0 6 ’ 5 5 . 0 0 ’ S51% % d 2 4 ’ 4 0 " W 130.00 ’ S51% % d 2 4 ’ 4 0 " W " S51% % d 2 4 ’ 4 0 " W " S51% % d 2 4 ’ 4 0 " W " S48%% d 5 8 ’ 0 6 " W" S46%%d31 ’ 3 2 " W" S44%%d04’58 " W" S43%%d4 3 ’ 3 1 " W130.00’ S43%%d4 3 ’ 3 1 " W" S43%%d4 3 ’ 3 1 " W130.05’S33%%d57’59"W153.13’S00%%d46’56"W123.86’S00%%d46’56"W130.00’S00%%d46’56"W130.00’"""""""""48.74’ 44.27’ 12.39’ 55.00’ 130.44’55.00’ 70.76’70.00’58.00’55.00’ """"""" 70.00’58.00’55.00’ """"""N00%%d46’56"E130.00’N00%%d46’56"E130.00’"""71.89’55.00’58.71’55.00’ 55.00’55.00’ "" ""60.54’59.51’114.51 ’ 6 5 . 0 8 ’ 54 . 8 4 ’ 190.82’159.79’109.31’15 . 6 9 ’ 148.88’124.93’ 41 . 5 7 ’ 55 . 0 0 ’ 55 . 0 0 ’ 51 . 6 1 ’ 55 . 0 0 ’ 55 . 0 0 ’ 55 . 0 0 ’ 49 . 6 2 ’ 5. 9 8 ’ 30 . 2 5 ’ 27 . 2 0 ’ 60 . 4 5 ’ 60 . 4 5 ’ 61 . 1 7 ’ 14 . 9 6 ’ 39 . 3 1 ’ 55 . 0 0 ’ 2 2 . 2 3 ’ 38 . 2 1 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 4 0 . 8 5 ’ 1 5 . 5 5 ’ 61 . 1 7 ’ 1 7 . 8 9 ’ 3 8 . 9 1 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 6 9 . 4 4 ’ 6 7 . 5 0 ’ 11.87’ 112.73 ’ 119.55 ’ 5 0 . 0 0 ’ 7. 5 3 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 4 2 ’ N43%%d4 3 ’ 3 1 " E130.00’ N43%%d4 3 ’ 3 1 " E"N43%%d4 3 ’ 3 1 " E"N45%%d00’11"E"N47%%d 5 0 ’ 3 1 " E" N50%% d 4 0 ’ 5 1 " E" N51%% d 2 4 ’ 4 0 " E 130.00’ N51%% d 2 4 ’ 4 0 " E " S56% % d 0 6 ’ 1 0 " W 131.23 ’ S43%%d4 3 ’ 3 1 " W130.00’ S43%%d4 3 ’ 3 1 " W"S43%%d4 3 ’ 3 1 " W"S43%%d4 3 ’ 3 1 " W"S44%%d02’23 " W"S47%% d 1 5 ’ 1 9 " W" S51% % d 2 4 ’ 4 0 " W 130.00 ’ S51% % d 2 4 ’ 4 0 " W " S50% % d 2 8 ’ 1 6 " W" 3 8 . 9 2 ’ 1 5 . 7 5 ’ 53 . 8 8 ’ 53 . 8 8 ’ 5. 2 7 ’ 49 . 6 2 ’ 55 . 0 0 ’ 55 . 0 0 ’ 55 . 0 0 ’ 51 . 1 8 ’ 28 . 6 3 ’ 1 2 4 . 4 6 ’ 19 2 . 9 7 ’ 60.62’120.00’N43%%d4 3 ’ 3 1 " E" N43%%d4 3 ’ 3 1 " E130.00’ N45%%d48’10"E130.27’ N47%%d 1 2 ’ 0 5 " E" N51%% d 2 4 ’ 4 0 " E " N51%% d 2 4 ’ 4 0 " E 130.00 ’ " " N51%% d 2 4 ’ 4 0 " E "" " " """"126.02’42.37’9 7 . 0 5 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 5 . 0 0 ’ 5 1 . 2 7 ’ 3 . 7 3 ’ 53 . 5 8 ’ 47 . 3 2 ’ 6. 4 9 ’ 55 . 0 0 ’ 59 . 0 0 ’ 55 . 0 0 ’ ""55 . 0 0 ’ "" 55 . 0 0 ’ 55 . 0 0 ’ """"" """"" 55 . 0 0 ’ 55 . 0 0 ’ S43%%d4 3 ’ 3 1 " W130.00’ """"""19 4 . 5 3 ’77.51’2 0 . 3 8 ’ 77 . 1 1 ’ 5 5 . 0 0 ’ 1 7 . 9 4 ’ 3 6 . 5 0 ’ 5 5 . 0 0 ’ " " 5 5 . 0 0 ’ " " 5 5 . 0 0 ’ S51% % d 2 4 ’ 4 0 " W 130.00’ S51% % d 2 4 ’ 4 0 " W " S51% % d 2 4 ’ 4 0 " W " S51% % d 2 4 ’ 4 0 " W " S51% % d 2 4 ’ 4 0 " W " S49%% d 4 9 ’ 4 7 " W"S45%%d07’35"W" S43%%d4 3 ’ 3 1 " W" 3 7 . 6 5 ’ 1 3 . 6 6 ’ 53 . 3 6 ’ 15 . 8 9 ’ 38 . 6 2 ’ 3 6 . 5 1 ’ 2 1 . 5 3 ’ 64 . 0 3 ’ 19 . 0 7 ’ 38 . 6 2 ’ 60 . 0 0 ’ 55 . 0 0 ’ 55 . 0 0 ’ 12.03 ’ 4 2 . 4 7 ’41.42’20.99’36.02’55.00’55.00’55.00’73.30’144.68’157.68’ 5.15’ 60.00’73.76’55.04’55.04’""S89%%d22’51"E 125.31’ S89%%d22’51"E 135.93’ S89%%d22’51"E 137.95’ S89%%d22’51"E 139.96’ S89%%d22’51"E 141.98’ S88%%d31’18"W 130.00’ S88%%d31’18"W 130.00’ S88%%d31’18"W 120.08’ S43%%d44 ’ 0 9 " W182.27’S00%%d46’56"W120.00’"130.00’S00%%d46’56"W130.00’""""""68.11’60.00’ """""" 60.00’ 60.00’""""" 21.26’ 33.73’144.24’3 6 . 2 6 ’36.90 ’ 32.76’ 29.42’160.60’60.00’60.00’60.00’60.00’60.00’60.00’27.18’35.00’120.01’129.82’56.15’57.32’54.32’28.74’27 . 7 7 ’ 67 . 0 4 ’ 60 . 1 6 ’ 54 . 4 1 ’ 70 . 0 0 ’ 84 . 3 7 ’ 152.65’ 134.48’ 67 . 2 4 ’ 60 . 0 0 ’ 20 . 0 3 ’ 5 9 . 9 8 ’90.91 ’62.09’18.68’47.14’29.64’70.00’70.00’70.00’82.95’45.95’ 14.70’ 75.13’60.00’ 61.31’60.00’74.00’70.00’70.00’ 60.00’60.00’74.00’70.00’70.00’87.06’20.48’137.16 ’ S 2 6%% d 3 7 ’ 2 7 " E 1 2 4 . 3 2 ’ 8 9 . 6 6 ’ 70.00’70.00’70.00’92.78’92.54’N00%%d46’56"E130.00’N00%%d46’56"E130.00’""""S15%%d00’27"E126.67 ’S00%%d46’56"W130.00’S00%%d46’56"W130.00’""N01%%d05’51"W130.22’N00%%d46’56"E130.00’N00%%d46’56"E130.00’N00%%d46’56"E130.00’N00%%d46’56"E116.30’53.48’9.02’50.32’60.00’65.04’60.00’ 14.63’ N75%%d5 2 ’ 2 1 " E 102.22’ 42.82’ 59.40’ 60.00’133.28’60.00’60.00’ 60.00’60.00’70.00’63.62’31.90’ 4. 0 7 ’ 1 2 0 . 9 9 ’ 14 2 . 9 6 ’ 22.59’ 102.04 ’ 78.73’ 60.59’ 60.59’78.37’91.01’ 2 1 7 . 7 5 ’ 1 8 5 . 4 8 ’ 83.27’ 39.40’ 60.00’ 60.00’ 60.00’S07%%d13’17"E147.68’S00%%d46’56"W141.92’S00%%d46’56"W150.35’S00%%d46’56"W158.79’S00%%d46’56"W121.60’62.00’ 60.00’ 60.00’ "" 4.00’51.64’ 55.00’ 55.00’ 25.80’31.89’ 72.00’ 60.00’ 60.00’ "" 4.00’76.05’ 81.00’ 81.00’ 38.00’31.89’ 60.00’ 60.00’ 60.00’N07%%d13’17"W130.00’N07%%d13’17"W"N12%%d35’52"W"N24%%d03’25 "W "N07%%d13’17"W"N07%%d13’17"W"N 3 5 % % d 3 0 ’ 5 8 " W " N 4 6 % % d 1 6 ’ 2 9 " W " N 4 6 % % d 1 6 ’ 2 9 " W " N 4 6 % % d 1 6 ’ 2 9 " W " N 4 6 % % d 1 6 ’ 2 9 " W 13 0 . 0 0 ’ N 4 6 % % d 1 6 ’ 2 9 " W " 12 0 . 0 0 ’ 12 0 . 0 0 ’ 19 . 1 7 ’ 61 . 3 1 ’ 6 2 . 0 4 ’ 10 0 . 8 3 ’ 62.00’ 70.00’ 70.00’ 62.00’ 60.00’ " 60.00’" 4.00’70.70’ 75.53’ 75.53’ 75.53’ 61.57’47.31’15.13’42.86’1 4 9 . 7 5 ’ 3 5 . 5 6 ’ 6 4 . 3 5 ’ 5 2 . 2 2 ’ 5. 9 4 ’43.15 ’ 2 4 . 0 8 ’ 66.85’ 58.02’ " " 70.00’ 34.00’34.55’58.02’ " 71.69’ 70.00’ 70.00’ 70.00’ 34.00’42.22’70.91’ 71.50’ 70.91’ " " " S4 6 % % d 1 6 ’ 2 9 " E 13 0 . 0 0 ’ """ S 3 8 % % d 4 2 ’ 1 0 " E " S 3 0%% d 3 6 ’ 5 1 " E "S22%%d31’31"E "S14%%d26’11"E130.00’S07%%d13’17"E123.32’S4 6 % % d 1 6 ’ 2 9 " E " S4 3 % % d 5 5 ’ 1 3 " E 16 3 . 2 7 ’ 61.66’ 142.50’ 7.73’ 51.00’ 57.18’ 57.18’ 57.18’ 53.52’N14%%d28’48"W130.00’N20%%d09’44"W "N2 5%% d 5 0 ’ 4 0 "W "N3 1%% d 3 1 ’ 3 6 "W " N 3 7 % % d 1 2 ’ 3 2 " W " N 4 2 % % d 5 3 ’ 2 8 " W " N 4 6 % % d 1 6 ’ 2 9 " W " N 4 6 % % d 1 6 ’ 2 9 " W 13 0 . 0 0 ’ N 4 6 % % d 1 6 ’ 2 9 " W "N 4 6 % % d 1 6 ’ 2 9 " W " 83.69’ 70.00’ 70.00’ 70.00’ 70.00’ 70.00’ 70.00’ S 4 2 % % d 3 3 ’ 2 1 " E 13 0 . 0 0 S 3 7 % % d 5 3 ’ 3 2 " E 1 3 0 . 0 0 S4 6 % % d 1 6 ’ 2 9 " E 13 0 . 0 0 ’ S4 6 % % d 1 6 ’ 2 9 " E 13 0 . 0 0 ’ "" 32.19’26.89’ 22.01’54.84’68.78’ 66.76’ 68.78’ " " " "120.36’81.42 ’40.43 ’ 5 8 . 3 0 ’60.10’58.76’58.30’58.30 ’48.79’11.68’60.64’1 6 . 6 2 ’60.00’60.00’""N82%%d17’51" E 149.61’ " 140.81’ " 133.41’ N82%%d17’51" E 130.20’ N79%%d24’ 2 8 " E 130.06’ N75%%d3 0 ’ 0 4 " E 130.06’ N71%% d 3 5 ’ 3 9 " E 130.06’ S67%% d 4 1 ’ 1 8 " W 131.51 ’ N86%%d58’09"E 135.80’67.16 ’67.16’15.64’49.68’1 1 9 . 1 4 ’ 2 5 . 7 0 ’ 93 . 0 6 ’ 81.98’ 69.71’ 56.48’20.18’60.00’ 60.00’ 60.00’ 27.71’32.27’58.80’ 60.05’ 59.48’ 59.48’ " " " " " 70.00’ 55.33’4.67’58.83’58.92’ 71.26’ 58.92’ " " " " " " " 83.86’ 68.13’ 72.01’ 68.13’ " " " " "120.04’130.03’74.41’ 66.97’ 67.50’66.97’ " " " " " " " 4.67’55.33’68.24’ 1.76’ 71.79 ’65.73’69.30’ 60.00’ 60.00’ 60.00’ 27.71’32.29’ N 4 6 % % d 1 6 ’ 2 9 " W 13 0 . 0 0 ’ N 4 6 % % d 1 6 ’ 2 9 " W 13 0 . 0 0 ’ "" N 4 6 % % d 1 6 ’ 2 9 " W 13 0 . 0 7 ’ N 3 6 % % d 3 8 ’ 1 1 "W " N 3 2%% d 4 9 ’ 4 2 "W "N2 9%% d 0 1 ’ 1 3 "W "N25%% d12 ’ 44 "W "N21%%d24’15"W "N17%%d35’46"W"N13%%d47’16"W130.00’ N 4 0 % % d 2 6 ’ 4 0 " W 1 3 0 . 0 0 ’S13%%d05’01"E140.00’S16%%d22’38"E"S19%%d40’14"E "S22%%d57’51 "E "S2 6%% d 1 5 ’ 2 7 "E "S 2 9%% d 3 3 ’ 0 4 " E " S 3 2%% d 5 0 ’ 4 1 " E " S 3 6 % % d 0 8 ’ 1 7 " E " S 3 9 % % d 2 5 ’ 5 4 " E " S 4 2 % % d 4 3 ’ 3 1 " E " S4 6 % % d 1 6 ’ 2 9 " E " S4 6 % % d 1 6 ’ 2 9 " E " S4 6 % % d 1 6 ’ 2 9 " E 14 0 . 0 0 ’ S4 7 % % d 0 6 ’ 5 8 " E 13 7 . 1 7 ’ S 2 6%% d 3 7 ’ 2 7 " E 8 4 6 . 3 9 ’ N51%% d 4 6 ’ 3 0 " E 1 3 4 2 . 2 2 ’ S 3 4%% d 3 1 ’ 1 3 " E 1 0 0 . 1 3 ’S00%%d38’32"W86.15’ = 20^34’49" R= 1260.00’ T= 228.76’ L= 452.58’ C= 450.15’ B= S16^20’02"E = 27^15’59" R= 770.00 ’ T= 186.75’ L= 366.43’ C= 362.98’ B= S12^59’27"E = 00^27’20" R= 1150.00’ T= 4.57’ L= 9.14’ C= 9.14’ B= N81^26’21"W = 97^41’27" R= 45.00’ T= 51.49’ L= 76.72’ C= 67.76’ B= S49^29’16"W S89%%d26’48"E 142.78’ S42^52’51"E 34.43’ N50%% d 5 0 ’ 3 4 " E 2 4 8 . 3 6 ’ = 36^02’35" R= 250.00’ T= 81.33’ L= 157.27’ C= 154.69’ B= N32^49’16"E = 39^42’38" R= 270.00’ T= 97.50’ L=187.13’ C=183.41’ B= N70^41’53"E = 26^57’42" R= 550.00’ T= 131.85’ L= 258.81’ C= 256.43’ B= N28^16’50"E = 33^03’49" R= 399.50’ T= 118.58’ L= 230.54’ C= 227.35’ B= N50^29’08"E = 24^41’35" R= 200.00’ T= 43.78’ L= 86.20’ C= 85.53’ B= N54^40’15"E = 15^54’38" R= 600.00’ T= 83.85’ L= 166.61’ C= 166.08’ B= N34^22’09"E = 17^18’42" R= 1000.00’ T= 152.23’ L= 302.15’ C= 301.00’ B= N35^04’10"E N43%%d4 3 ’ 3 1 " E123.57’ = 07^48’27" R= 200.00’ T= 13.65’ L= 27.25’ C= 27.23’ B= N37^51’27"E S89%%d26’48"E 166.27’50.00’N50%%d 5 0 ’ 3 4 " E 2 4 8 . 3 6 ’ S 3 4 % % d 1 0 ’ 0 1 " E 2 1 0 . 5 9 ’ S4 6 % % d 1 6 ’ 2 9 " E 2 0 6 . 3 3 ’ S 3 8 % % d 3 5 ’ 2 0 " E 2 2 8 . 0 8 ’ S 3 8 % % d 3 5 ’ 2 0 " E 2 9 9 . 3 4 ’ S4 6 % % d 1 6 ’ 2 9 " E 2 6 5 . 8 0 ’ S89%%d13’04"E 334.41’ S89%%d13’04"E 409.31’S00%%d37’09"W 155.07’S00%%d37’09"W 155.22’S89%%d13’04"E 515.09’S01%%d28’42"E 210.28’S89%%d13’04"E 284.35’ N82%%d46’43"E 2 7 2 . 2 8 ’ N43%%d43’31 " E 3 4 1 . 0 0 ’ S4 6 % % d 1 6 ’ 2 9 " E 1 9 8 . 8 5 ’ S4 6 % % d 1 6 ’ 2 9 " E 3 1 0 . 0 0 ’ S4 6 % % d 1 6 ’ 2 9 " E 1 3 5 . 8 3 ’ 9 7 . 0 4 ’ S 3 8 % % d 3 5 ’ 2 0 " E 1 7 9 . 8 4 ’ N43%%d43’31 " E 3 4 1 . 0 0 ’ N43%%d43’31 " E 2 6 4 . 1 9 ’S07%%d42’09"E 318.45’S00%%d38’32"W 178.86’S 2 6%% d 3 7 ’ 2 7 " E 8 4 6 . 3 9 ’ S 4 2 % % d 0 9 ’ 2 1 " 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L . 25’ B.L. 25’ B.L. 25’ B.L. 25’ B.L. 25’ B.L. 25’ B.L. 25’ B.L . 25’ B. L . 25’ B.L. 25’ B.L.25’ B.L.25’ B.L. 25’ B. L . 25’ B.L.25’ B .L .25’ B.L.25’ B.L . 25’ B. L . 25’ B.L. 25’ B.L. 25’ B. L . 25’ B.L . 25’ B.L. 2 5 ’ B . L . 2 5 ’ B . L . 25 ’ B . L . 25 ’ B . L . 25 ’ B . L . 25’ B.L.25’ B.L.25’ B.L. 25’ B.L.25’ B.L.25 ’ B . L . 2 5 ’ B . L . 2 5 ’ B . L . 2 5 ’ B . L . 2 0 ’ B . L .25’ B.L.2 5 ’ B . L . 2 5 ’ B . L . 2 5 ’ B . L . 25 ’ B . L . 2 5 ’ B . L . 2 5 ’ B . L . 25 ’ B . L . 25 ’ B . L . 25 ’ B . L . 25 ’ B . L . 2 5 ’ B . L . 20 ’ B . L .20’ B.L.2 0 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20 ’ B . L . 20 ’ B . L . 20 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20’ B.L.20’ B.L. 2 0 ’ B . L .20’ B .L . 20 ’ B . L . 20’ B.L.20’ B.L.20’ B.L.20’ B.L. 20’ B.L. 20 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20 ’ B . L . 2 0 ’ B . L . 2 0 ’ B . L . 20 ’ B . L . 20 ’ B . L . 20 ’ B . L .20’ B.L.20 ’ B . L . 20’ B.L.20’ B.L. 20’ B.L.20’ B.L. 20’ B . L . 20 ’ B .L . 20 ’ B . L . 20’ B.L.20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L.20’ B. L . 20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L. 20’ B.L. 20’ B . L . 20’ B.L.20’ B .L .20’ B.L.20’ B.L. 20’ B. L . 20’ B.L. 20’ B.L . 20’ B.L . 20’ B.L. 25’ B.L. 20’ B.L. 20’ B. L. 20’ B.L. 20’ B. L . 20’ B.L.20’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B.L.15’ B. L .15’ B.L.15’ B.L.15’ B . L . 15’ B . L .15’ B.L.15’ B.L.15 ’ B . L . 1 5 ’ B . L . 1 5 ’ B . L . 15 ’ B . L . 15 ’ B . L . 15 ’ B . L . 15’ B.L. 15’ B.L. 15 ’ B . L . 1 5 ’ B . L .15’ B.L.15’ B.L.15’ B .L .15’ B .L .15’ B.L.15’ B.L.C1 C2 C 3 C 4C5C6C 7 C 8 C9 C10C11 C 1 2 C 1 3 C14 C15 C16C17C 1 8 C19 C 2 0 C 2 1 C22C23C24 C25C26C27 C28 C29C 3 0 C31 C32 C 3 3 C34 C35 C36C3 7 C38C39C40 C41 C42C43 C44C45 C46 C 4 7C4 8 C49 C50 C51N4 4 % % d 5 5 ’ 2 3 " W 177 . 1 5 ’ = 01^21’06" R= 1215.00’ T= 14.33 ’ L= 28.66 ’ C= 28.66 ’ B= N44^24’04"E C5213 0 . 0 0 ’ 47. 4 9 ’ 59.03’ 65.83’ 65.83’ " " " " " " " " " " " " 59.03’58.19’ " " " " " " " " " " " " " 25’ B.L. 25’ B.L. 25’ B.L . 25’ B. L . 20’ B.L. 20’ B. L . 20’ B.L . 20’ B.L.N03%%d10’08"W140.00’N05%%d57’09"W"N08%%d44’10"W"N11%%d31’11"W"N14%%d18’12"W"N17%%d05’13"W"N19%%d52’14"W"N22%%d39’15 "W "N25%%d26’16 "W "N2 8%% d 1 3 ’ 1 7 "W "N3 1%% d 0 0 ’ 1 8 "W " N 3 3%% d 4 7 ’ 1 9 "W " N 3 6 % % d 3 4 ’ 2 0 " W " N 3 9 % % d 2 1 ’ 2 1 " W " N 4 2 % % d 0 8 ’ 2 2 " W 14 0 . 0 0 ’N37%%d48’5"E66.34’L 1 L4 L 6 L2 L3L5 L7L8L9 L10L11L12L 1 3 L1 4 L15 L16 L17 L18 L19L20 L21L22 L23 L24L25 L26L25 L26L27 L28L29L30L 3 1 L32 L33L3 4 L35 L36L37L38 128.65’L3836.71’ 110.22’ L40L41L42L43L44L4 5 L46100.33’27.54’L47 25’ 25’ 25’ 25’ 25’ 25’ 25’25’ 25 ’ 25 ’ 25 ’ 25 ’ 25 ’ 25 ’25’25’25’25’25’25’ 25’25’25’25’25’25’25’25’25’25’25’25’25’25’25’25’ 30’30’ 30’30’ 25 ’ 25 ’ 2 5 ’ 2 5 ’ 2 5 ’ 2 5 ’ 25’25’25’25’25’25’25’25’ 25’25’ 25’25’N00%%d08’40"E64.01’S08^47’19"W 85.00’64.29’60.00’ 6 4 . 2 0 ’ 5 1 . 8 9 ’ 5 1 . 8 9 ’ 5 5 . 0 4 ’ 31 32 33 34 35 36 37 38 39 40 41 42 43 44 53.63’ COUNTY OF COLLIN SURVEYOR’S CERTIFICATE Signature of Registered Public Land Surveyor Registration No. 4621 Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN, Registered Public Land Surveyor, 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 considerations therein expressed. Given under my hand and seal of office, this day of , 2015. Notary Public in and for the State of Texas My Commision Expires On: MATCHLINE SHEET 1 0F 2 OF OUT OF THE IN THE CORWIN ENGINEERING, INC. PREPARED BY 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 (972)-396-1200 OWNER AUSTIN, TEXAS 78750 FINAL PLAT MEADOWBROOK PHASE I TOWN OF PROSPER COLLIN COUNTY, TEXAS PROSPER 236, LLC. 13809 RESEARCH BLVD., SUITE 655 SHEET 2 OF 3 JAMES STONE SURVEY, ABSTRACT NO. 847 I.C. WILLIAMS SURVEY, ABSTRACT NO. 948 KNOW ALL MEN BY THESE PRESENTS: That I, Warren L. Corwin, do hereby certify that I prepared this plat from an actual and accurate survey of the land and that the corner monuments shown thereon as "set" were properly placed under my personal supervision in accordance with the Subdivision Ordinance of the Town of Prosper. CERTIFICATE OF APPROVAL Approved this day of , 2015, by the Planning & Zoning Commission of the Town of Prosper, Texas. Planning & Zoning Commission Chair Town Secretary Engineering Department Development Services Department 0 50 100 200 SCALE: 1" = 100’ LEGAL DESCRIPTION WHEREAS PROSPER 236, LLC, is the owner of a tract of land situated in the James Stone Survey, Abstract No. 847 and the I.C. Williamson Survey, Abstract No. 948 in the Town of Prosper, Collin County, Texas, being part of a 117.004 acre tract, as recorded in Document No. 20150130000109770 in the Deed Records of Collin County, Texas, and being more particularly described as follows: BEGINNING, at a 1/2 inch iron rod found at the northwest corner of Prosper Middle School No. 2 Addition Block A, Lots 1 & 2, an addition to the Town of Prosper, as described in Document Number 20081208010004240, in the Plat Records of Collin County, Texas, and the southwest corner of said 117.004 acre tract, being in the east line of Coit Road (Variable R.O.W.), as described in Doc. No. 20110407000363170, in said Deed Records; THENCE, North 00^08’40" East, along the west line of said 117.004 acre tract and along the east line of said Coit Road, for a distance of 64.01 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 42^52’51" East, departing said east and west lines, for a distance of 34.43 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 89^26’48" East, for a distance of 142.78 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of curvature of a curve to the left, having a radius of 270.00 feet, a central angle of 39^42’38", and a tangent of 97.50 feet; THENCE, along said curve to the left for an arc distance of 187.13 feet (Chord Bearing North 70^41’53" East - 183.41 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of tangency; THENCE, North 50^50’34" East, for a distance of 248.36 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of curvature of a curve to the left, having a radius of 250.00 feet, a central angle of 36^02’35", and a tangent of 81.33 feet; THENCE, along said curve to the left for an arc distance of 157.27 feet (Chord Bearing North 32^49’16" East - 154.69 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of reverse curvature of a curve to the right, having a radius of 550.00 feet, a central angle of 26^57’42" and a tangent of 131.85 feet; THENCE, along said curve to the right for an arc distance of 258.81 feet (Chord Bearing North 28^16’50" East - 256.43 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of reverse curvature of a curve to the left, having a radius of 200.00 feet, a central angle of 07^48’27", and a tangent of 13.65 feet; THENCE, along said curve to the left for an arc distance of 27.25 feet (Chord Bearing North 37^51’27" East - 27.23 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of reverse curvature of a curve to the right, having a radius of 399.50 feet, a central angle of 33^03’49", and a tangent of 118.58 feet; THENCE, along said curve to the right for an arc distance of 230.54 feet (Chord Bearing North 50^29’08"East - 227.35 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of reverse curvature of a curve to the left, having a radius of 200.00 feet, a central angle of 24^41’35" and a tangent of 43.78 feet; THENCE, along said curve to the left for an arc distance of 86.20 feet (Chord Bearing North 54^40’15" East - 85.53 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", to a point of a compound curvature of a curve to the left, having a radius of 600.00 feet, a central angle of 15^54’38" and a tangent of 83.85 feet; THENCE, along said curve to the left for an arc distance of 166.61 feet (Chord Bearing North 34^22’09" East - 166.08 feet), to 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of reverse curvature of a curve to the right, having a radius of 1000.00 feet, a central angle of 17^18’42", and a tangent of 152.23 feet; THENCE, along said curve to the right for an arc distance of 302.15 feet (Chord Bearing North 35^04’10" East - 301.00 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of tangency; THENCE, North 43^43’31" East, for a distance of 123.57 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, North 44^55’23" West, for a distance of 177.15 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, North 51^46’30" East, for a distance of 1342.22 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", THENCE, South 89^21’28" East, for a distance of 66.59 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 00^38’32" West, for a distance of 512.75 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 34^31’13" East, for a distance of 100.13 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 08^47’19" West, for a distance of 85.00 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", on a curve to the left, having a radius of 1150.00 feet, a central angle of 00^27’20", and a tangent of 4.57 feet; THENCE, along said curve to the left for an arc distance of 9.14 feet (Chord Bearing North 81^26’21" West - 9.14 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", to the point of a compound curvature of a curve to the left, having a radius of 45.00 feet, a central angle of 97^41’27", and a tangent of 51.49 feet; THENCE, along said curve to the left for an arc distance of 76.72 feet (Chord Bearing South 49^29’16"West - 67.76 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of tangency; THENCE, South 00^38’32" West, for a distance of 86.15 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of curvature of a curve to the left, having a radius of 770.00 feet, a central angle of 27^15’59", and a tangent of 186.75 feet; THENCE, along said curve to the left for an arc distance of 366.43 feet (Chord Bearing South 12^59’27" East - 362.98 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", to the point of tangency; THENCE, South 26^37’27" East, for a distance of 846.39 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at the point of curvature of a curve to the right, having a radius of 1260.00 feet, a central angle of 20^34’49", and a tangent of 228.76 feet; THENCE, along said curve to the right for an distance of 452.58 feet (Chord Bearing South 16^20’02" East - 450.15 feet), to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", in the south line of said 117.004 acre tract; THENCE, North 89^13’04" West, along the south line of said 117.004 acre tract, for a distance of 1827.22 feet, to a 1/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", in the east line of said Prosper Middle School No. 2 Addition Block A, Lots 1 & 2; THENCE, North 00^32’37" East, continuing along said south line and said east line, for a distance of 36.65 feet, to a 5/8 inch iron rod found at the northeast corner of said Prosper Middle School No. 2 Addition Block A, Lots 1 & 2; THENCE, North 89^26’21" West, continuing along said south line and along the north line of said Prosper Middle School No. 2 Addition Block A, Lots 1 & 2, for a distance of 1104.65 feet, to the POINT OF BEGINNING and containing 72.739 acres of land. OWNER’S CERTIFICATE STATE OF TEXAS COUNTY OF COLLIN NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, PROSPER 236, LLC., acting herein by and through its duly authorized officers, does hereby certify and adopt this plat designating the herein above described property as MEADOWBROOK PHASE I, an addition to the Town of Prosper, and does hereby dedicate to the public use forever, the streets and alleys shown thereon. That PROSPER 236, LLC., does herein certify the following: 1. The streets and alleys are dedicated for street and alley purposes. 2. All public improvements and dedications shall be free and clear of all debt, liens, and/or encumbrances. 3. The easements and public use areas, as shown, are dedicated for the public use forever for the purposes indicated on this plat. 4. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easements if approved by the Town of Prosper. 5. The Town of Prosper is not responsible for replacing any improvements in, under, or over any easements caused by maintenance or repair. 6. Utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public’s and Town of Prosper’s use thereof. 7. The Town of Prosper and public utilities 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 their respective systems in the easements. 8. The Town of Prosper and public utilities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. 9. All modifications to this document shall be by means of plat and approved by the Town of Prosper. LANDSCAPE EASEMENT The undersigned covenants and agrees that the landscape easement and restrictions herein set forth shall run with the land and be binding on the owner(s) of the property in this subdivision, their successors and assigns, and all parties claiming by, through and under them. In the event a replat is requested on all or part of this property, the Town may require any similar or additional restrictions at its sole discretion. The sole responsibility for maintenance and replacement of landscape materials thereof shall be borne by any "homeowners" association hereafter established for the owners of lots in this subdivision and/or the owners of the individual lots within this subdivision. Such maintenance and replacement shall be in conformance with the requirements, standards, and specifications of the Town of Prosper, as presently in effect or as may be hereafter amended. This provision may be enforced by specific performance or by any other remedy allowed by law. This Landscape Easement shall be void of utilities and drainage and other elements unless otherwise approved on the plat. VISIBILITY AND MAINTENANCE EASEMENT (VAM) The area or areas shown on the plat as "VAM" (Visibility and Maintenance) Easement(s) are hereby given and granted to the Town of Prosper (Called "Town"), its successors and assigns, as an easement to provide visibility, right of access, and maintenance upon and across said VAM Easement. The Town shall have the right, but not the obligation, to maintain all landscaping within the VAM Easement. Should the Town exercise this maintenance right it shall be permitted to remove and dispose of any and all landscaping improvements, including without limitation, any trees, shrubs, flowers, ground cover, structure, and/or fixtures. The Town in its sole discretion may withdraw maintenance of the VAM Easement at any time. The ultimate maintenance responsibility for the VAM Easement shall rest with the property owner(s). No building, fence, shrub, tree, or other improvements or growths, which in any way endanger or interfere with the visibility, shall be constructed in, on, over, or across the VAM Easement. The Town shall also have the right, but not the obligation, to add any landscape improvements to the VAM Easement, to erect any traffic control devices or signs on the VAM Easement and to remove any obstruction thereon. The Town, its successors, assigns, or agents shall have the right and privilege This plat approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Prosper, Texas. WITNESS, my hand, this the day of , 2015. BY: PROSPER 236, LLC. David Goduti, President STATE OF TEXAS COUNTY OF BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared DAVID GODUTI, 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 , 2015. Notary Public, State of Texas MAY 2015 SCALE: 1"=100’ N83^35’05"E 13.09 S85^01’40"E 13.04’ S00^26’55"W 1.19’ S00^26’55"W 6.18’ N00^26’55"E 3.78’ S89^21’28"E 6.19’ N89^21’28"W 3.79’ N06^21’10"E 14.02’ S05^04’06"E 7.35’ S05^04’06"E 13.06’ S89^21’28"E 1.19’ N06^21’10"E 13.06’10’30’30’ 30’ 10’ S83^35’05"W 1.58’ S85^01’40"E 0.34’ N84^07’27"W 14.17’ S11^35’11"W 6.30’ N11^35’11"E 3.79’ N84^07’27"W 6.14’ S72^42’11"E 5.92’ 10’ 4.59’S07^02’46"W 62.97’54. 3 7 ’ 57.88’ 23’ R CURVE NO.DELTA RADIUS LENGTH TANGENT IC1IC2 IC3 IC3 IC4 IC5 IC6 IC5 IC7 IC8IC9 IC8 IC10IC11 IC11 IC12 IC11 IC12 IC11 IC15 I C 1 4 IC13I C 1 4 IC16 IC11 IC12 IC12IC 1 7 IC1 IC18IC10. 12^16’14" 77.00’ 16.49’ 8.28’ IC11. 84^17’22" 1.00’ 1.47’ 0.90’ IC12. 95^42’38" 1.00’ 1.67’ 1.10’ IC13. 10^15’22" 52.00’ 9.31’ 4.67’ IC14. 111^33’40" 1.00’ 1.95’ 1.47’ IC15. 14^23’19" 53.00’ 13.3’ 6.69’ IC16. 10^05’59" 52.00’ 9.17’ 4.60’ IC18. 16^32’49" 53.00’ 15.31’ 7.71’ IC17. 12^01’06" 117.00’ 24.54’ 12.32’ ISLAND ROUNDABOUT CURVE TABLE IC1. 121^01’41" 1.00’ 2.11’ 1.77’ IC2. 11^18’07" 117.00’ 23.08’ 11.58’ IC3. 83^08’10" 1.00’ 1.45’ 0.89’ IC4. 96^51’50" 1.00’ 1.69’ 1.13’ IC5. 85^28’35" 1.00’ 1.49’ 0.92’ IC6. 94^31’25" 1.00’ 1.65’ 1.08’ IC7. 17^14’06" 77.00’ 23.16’ 11.67’ IC8. 116^46’31" 1.00’ 2.03’ 1.62’ IC9. 17^52’45" 53.00’ 16.54’ 8.34’ LOT 17 BLOCK A OPEN SPACE 0.038 ACRES LOT 1 BLOCK G MEADOWBROOK BOULEVARD LAKEWOOD DRIVELOT 16 BLOCK A OPEN SPACE OWNED AND MAINTAINED BY THE HOA PUBLIC HIKE & BIKE ESMT. 5.393 ACRES LOT 16 BLOCK A OPEN SPACE OWNED AND MAINTAINED BY THE HOA PUBLIC HIKE & BIKE ESMT. 5.393 ACRES LOT 60 BLOCK G OPEN SPACE 0.001 ACRES LOT 61 BLOCK G OPEN SPACE 0.007 ACRES LOT 62 BLOCK G OPEN SPACE 0.006 ACRES LOT 63 BLOCK G OPEN SPACE 0.001 ACRES LOT 64 BLOCK G OPEN SPACE 0.007 ACRES LOT 65 BLOCK G OPEN SPACE 0.0008 ACRES N51%% d 4 6 ’ 3 0 " E 1 3 4 2 . 2 2 ’S00%%d38’32"W 512.75’S89%%d21’28"E 66.59’ S 3 4%% d 3 1 ’ 1 3 " E 1 0 0 . 1 3 ’ 65.83’ " " " " "N03%%d10’08"W140.00’N05%%d57’09"W"N08%%d44’10"W"N11%%d31’11"WN14%%d18’12"W42 43 44 OF OUT OF THE IN THE CORWIN ENGINEERING, INC. PREPARED BY 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 (972)-396-1200 OWNER AUSTIN, TEXAS 78750 FINAL PLAT MEADOWBROOK PHASE I TOWN OF PROSPER COLLIN COUNTY, TEXAS PROSPER 236, LLC. 13809 RESEARCH BLVD., SUITE 655 SHEET 3 OF 3 JAMES STONE SURVEY, ABSTRACT NO. 847 I.C. WILLIAMS SURVEY, ABSTRACT NO. 948 MEADOW DELL DRIVELAKEWOOD DR IVE U.S. 380 HYDE COURT LAKEWOOD DRIVE TOTAL ACRES 72.739 TOTAL LOTS TYPE C LOTS TYPE D LOTS 247 47 200 AVERAGE LOT SIZE 3.40DENSITY MAY 2015 SCALE: 1"=100’ TRACT B 8772 SF Page 1 of 1 To: Planning & Zoning Commission From: Pamela Clark, Planning Technician Through: Alex Glushko AICP, Senior Planner Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon an Amending Plat of SJT Addition, Block 2, Lot 2, on 0.5± acre, located on the southeast corner of Main Street and Third Street. The property is zoned Downtown Retail (DTR). (D15-0042). Description of Agenda Item: The purpose of the Amending Plat is to merge two lots into one and dedicate easements necessary for development. The Amending Plat conforms to the Downtown Retail development standards. Budget Impact: There are no significant budget implications associated with the approval of this Amending Plat. Legal Obligations and Review: The Amending Plat meets minimum development requirements. Attached Documents: 1. The Amending Plat. Town Staff Recommendation: Town staff recommends approval of the Amending Plat, subject to: 1. Town staff approval of all additions and/or alterations to easements on the Amending Plat. Prosper is a place where everyone matters. PLANNING Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Final Plat of Frontier Estates, Phase 3, for 75 single family residential lots, on 27.0± acres, located 1,400 feet east of Preston Road, 1,500 feet south of Frontier Parkway. The property is zoned Planned Development-15 (PD-15). (D15-0043). Description of Agenda Item: The Final Plat shows 75 single family residential lots. Access will be provided from Lonesome Dove Drive and Cattle Drive. The Final Plat conforms to the Planned Development-15 (PD-15) development standards and the approved Preliminary Plat. Budget Impact: There are no significant budget implications associated with the approval of this Final Plat. Legal Obligations and Review: The Final Plat meets minimum development requirements. Attached Documents: 1. Final Plat Town Staff Recommendation: Town staff recommends approval of the Final Plat subject to: 1. Town staff approval of all additions and/or alterations to the easements on the Final Plat. 2. Town staff approval of civil engineering, landscape and irrigation plans. 3. Town staff approval of all right-of-way dedication, turn lanes, drive openings, street sections, hike and bike trails and easements and sidewalks. Prosper is a place where everyone matters. PLANNING ƒƒƒƒƒƒƒƒƒƒƒ ƒ ƒ ƒ ƒ Scale: 1" = 100' May 27, 2015 SEI Job No. 13-120 OWNER / APPLICANT MERITAGE HOMES OF TEXAS, LLC 8840 Cypress Waters Blvd. - Suite 100 Dallas, Texas 75063 Telephone (972) 580-6329 Contact: Bobby Samuel ENGINEER / SURVEYOR Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPE No. F-2121 Contact: Tim Spiars PROJECT LOCATION LOCATION MAP 1" = 1000' LEGEND 1/2" IRON ROD WITH PLASTIC CAP STAMPED "SPIARSENG" SET, UNLESS OTHERWISE NOTED IRON ROD FOUND CAPPED IRON ROD FOUND ALUMINUM MONUMENT FOUND CONTROL MONUMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT SANITARY SEWER EASEMENT SIDEWALK EASEMENT STREET EASEMENT WALL MAINTENANCE EASEMENT BY THIS PLAT RIGHT-OF-WAY BUILDING LINE BLOCK DESIGNATION INSTRUMENT OR DOCUMENT DEED RECORDS, COLLIN COUNTY, TEXAS MAP RECORDS, COLLIN COUNTY, TEXAS OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS STREET NAME CHANGE POINT OF BEGINNING ¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬),1$/3/$7¬¬¬¬¬¬¬¬¬¬¬¬¬¬¬ FRONTIER ESTATES PHASE 3 75 RESIDENTIAL LOTS DEVELOPED TO PD-15 STANDARDS 26.929 ACRES TOTAL OUT OF THE COLLIN COUNTY SCHOOL LAND SURVEY ABSTRACT NUMBER 172 TOWN OF PROSPER, COLLIN COUNTY, TEXAS Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Site Plan for an office building (Prosper Bank), on 2.3± acres, located on the northwest corner of Preston Road and First Street. The property is zoned Planned Development-17 (PD-17). (D15-0044). Description of Agenda Item: The Site Plan shows a 10,821 square foot, 3-story office building (Prosper Bank), with underground parking. Access is provided from Preston Road and First Street. Adequate parking has been provided. The Site Plan conforms to the Planned Development-17 development standards. Budget Impact: There are no significant budget implications associated with the approval of this Site Plan. Legal Obligations and Review: The Site Plan meets minimum development requirements. Attached Documents: 1. Site Plan Town Staff Recommendation: Town staff recommends approval of the Site Plan subject to: 1. Town staff approval of civil engineering, façade, open space, landscaping, and irrigation plans. 2. Town staff approval of all thoroughfare locations, right-of-way dedications, easements, driveways, turn lanes, drive openings, median openings, sidewalks, and hike and bike trails. 3. Town staff approval of all fire hydrants, standpipes, fire department connections (FDC) and fire lanes, including widths, radii, and location. Prosper is a place where everyone matters. PLANNING Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Final Plat of the Prosper Bank Addition No. 1, Block A, Lot 1, on 2.3± acres, located on the northwest corner of Preston Road and First Street. The property is zoned Planned Development-7 (PD-7). (D15-0045). Description of Agenda Item: The Final Plat shows one non-residential lot for an office building (Prosper Bank). The Final Plat dedicates all easements necessary for development and conforms to the Planned Development-17 development standards. Budget Impact: There are no significant budget implications associated with the approval of this Final Plat. Legal Obligations and Review: The Final Plat meets minimum development requirements. Attached Documents: 1. Final Plat Town Staff Recommendation: Town staff recommends approval of the Final Plat subject to: 1. Town staff approval of all additions and/or alterations to the easements on the Final Plat. 2. Town staff approval of civil engineering, landscape, irrigation, and screening plans. 3. Town staff and TxDOT approval of all right-of-way dedication, turn lanes, drive openings, street sections, hike and bike trails and easements, and sidewalks. Prosper is a place where everyone matters. PLANNING 0 40 80 Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Final Plat of Teel Parkway, Segment B, on 5.4± acres, being a segment of Teel Parkway located at the intersection of US 380. (D15-0048). Description of Agenda Item: The Final Plat shows a segment of Teel Parkway, which will be dedicated to the Town of Prosper. Budget Impact: There are no significant budget implications associated with the approval of this Final Plat. Legal Obligations and Review: The Final Plat meets minimum development requirements. Attached Documents: 1. Final Plat. Town Staff Recommendation: Town staff recommends approval of the Final Plat subject to: 1. Town staff and TxDOT approval of all right-of-way dedication, turn lanes, drive openings, street sections, and easements. Prosper is a place where everyone matters. PLANNING Page 1 of 1 To: Planning & Zoning Commission From: Alex Glushko, AICP, Senior Planner Through: John Webb, AICP, Director of Development Services Re: Planning & Zoning Commission Meeting – June 2, 2015 Agenda Item: Consider and act upon a Final Plat of Fishtrap Road and Gee Road, Segment C, on 8.7± acres, being a segment of Fishtrap Road and Gee Road, located from Teel Parkway to Gee Road. (D15-0049). Description of Agenda Item: The Final Plat shows a segment of Fishtrap Road and Gee Road, which will be dedicated to the Town of Prosper. Budget Impact: There are no significant budget implications associated with the approval of this Final Plat. Legal Obligations and Review: The Final Plat meets minimum development requirements. Attached Documents: 1. Final Plat. Town Staff Recommendation: Town staff recommends approval of the Final Plat subject to: 1. Town staff approval of all right-of-way dedication, turn lanes, drive openings, street sections, and easements. Prosper is a place where everyone matters. PLANNING Page 1 of 1 To: Planning & Zoning Commission From: Pamela Clark, Planning Technician Through: Alex Glushko, AICP, Senior Planner Re: Planning & Zoning Commission Meeting – June 2, 2015 The chart below summarizes the Town Council’s actions from their May 26, 2015 meeting on items that received recommendations from the Planning & Zoning Commission: Item Planning & Zoning Recommendation Town Council Action Conduct a Public Hearing, and consider and act upon an ordinance rezoning 2.0± acres from Retail (R) to Planned Development-Downtown Retail (PD-DTR), located on the southeast corner of Coleman Street and Gorgeous Road. (Z15-0004). Approved 6-0 Approved 7-0 Conduct a Public Hearing, and consider and act upon an ordinance establishing a Specific Use Permit for a Helistop, on 10.5± acres, located on the northeast corner of US 380 and future Mahard Parkway. The property is zoned Planned Development-47 (PD-47). (S15- 0003). Approved 6-0 Approved 7-0 Prosper is a place where everyone matters. PLANNING