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Z-10-01-28-9A3 - 1/28/2010ORDINANCE NO. - 1 O V (' C-3 AN ORDINANCE AMENDING ORDINANCE NO. Z -08-10-23-11B7, ADOPTED BY THE CITY COUNCIL OF ROUND ROCK, TEXAS, ON OCTOBER 23, 2008, BY AMENDING THE DEVELOPMENT PLAN OF PUD NO. 83, APPROVED BY THE CITY COUNCIL IN SAID ORDINANCE, PROVIDING FOR A SAVINGS CLAUSE AND REPEALING CONFLICTING ORDINANCES OR RESOLUTIONS. WHEREAS, on October 23, 2008, the City Council of the City of Round Rock, Texas, adopted Ordinance No. Z -08-10-23-11B7, which established PUD No. 83, and WHEREAS, an application has been made to the City Council of the City of Round Rock, Texas, to amend the Development Plan of PUD No. 83, and WHEREAS, the Planning and Zoning Commission held a public hearing concerning the requested amendment to Ordinance No. Z -08-10-23-11B7 on the 16th day of December, 2009, following lawful publication of said public hearing, and WHEREAS, after considering the public testimony received at such hearing, the Planning and Zoning Commission has recommended that Ordinance No. Z -08-10-23-11B7 be amended, and WHEREAS, on the 28th day of January, 2010, after proper notification, the City Council held a public hearing on the requested amendment to Ordinance No. Z -08-10-23-11B7, and WHEREAS, the City Council determined that the requested amendment to Ordinance No. Z -08-10-23-11B7 promotes the health, safety, morals and general welfare of the community, and WHEREAS, each and every requirement set forth in Chapter 211, Sub -Chapter A., Texas Local Government Code, and Section 11.300, Code of Ordinances, 1990 Edition, City of Round Rock, 0:\wdox\SCClnts\0112\1005\MUNICIPAL\00180809.DOC/rmc Texas concerning public notices, hearings, and other procedural matters has been fully complied with, Now Therefore BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK, TEXAS: I. That the City Council hereby determines that the proposed amendment to Planned Unit Development (PUD) District #83 meets the following goals and objectives: (1) The amendment to P.U.D. #83 is equal to or superior to development that would occur under the standard ordinance requirements. (2) The amendment to P.U.D. #83 is in harmony with the general purposes, goals, objectives and standards of the General Plan. (3) The amendment to P.U.D. #83 does not have an undue adverse effect on adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety and general welfare. II. That the Development Plan of PUD No. 83, as approved in Ordinance No. Z -08-10-23-11B7, is hereby deleted in its entirety and replaced with a new Development Plan, a copy of same being attached hereto as Exhibit "A" and incorporated herein for all purposes. 2 III. A. All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. B. The invalidity of any section or provision of this ordinance shall not invalidate other sections or provisions thereof. Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED, and ADOPTED on first reading this day of (k tdt. , 2010. Alternative 2. READ and APPROVED on first reading this the day of , 2010. READ, APPROVED and ADOPTED on second reading this the day of ATTEST: StA4a, u eCle , 2010. SARA L. WHITE, City Secretary ALAN MCGRAW, Mayor City of Round Rock, Texas 3 DEVELOPMENT PLAN UNIVERSITY VILLAGE PLANNED UNIT DEVELOPMENT NO. 83 THE STATE OF TEXAS § COUNTY OF WILLIAMSON § EXHIBIT „A„ THIS DEVELOPMENT PLAN (this "Plan") is adopted and approved by the CITY OF ROUND ROCK, TEXAS (hereinafter referred to as the "City"). For purposes of this Plan, the term Owner shall mean SBB Holdings, their respective successors and assigns; provided, however, upon sale, transfer or conveyance of portions of the hereinafter described property, the duties and obligations of the Owner, as it relates to the respective property, shall be assumed by the new owner, and the Owner shall have no further liability relating to their respective property. WHEREAS, the Owner is the owner of certain real property consisting of 73.52 acres, as more particularly described in Exhibit A, (herein after referred to as the "Property") attached hereto and made a part hereof; and WHEREAS, the Owner has submitted a request to the City to rezone the Property as a Planned Unit Development (the "PUD"); and WHEREAS, pursuant to Chapter 11, Section 11.314, Code of Ordinances (1995 Edition), City of Round Rock, Texas, the Owner has submitted Development Standards setting forth the development conditions and requirements within the PUD, which Development Standards are contained in Section II of this Plan; and WHEREAS, the City has held two public hearings required by law to solicit input from all interested citizens and affected parties; and WHEREAS, on August 27, 2008, the City's Planning and Zoning Commission recommended approval of the Owner's application for a PUD; and WHEREAS, the City Council has reviewed the proposed Plan and determined that it promotes the health, safety, and general welfare of the citizens of Round Rock and that it complies with the intent of the Planned Unit Development Ordinance of the City; NOW THEREFORE: 1 I. GENERAL PROVISIONS 1. CONFORMITY WITH DEVELOPMENT STANDARDS That all uses and development within the Property shall conform to the Development Standards included in Section II herein. 2. CHANGES AND MODIFICATIONS No changes or modifications will be made to this Plan unless all provisions pertaining to changes or modifications as stated in Section II.16 below are followed. 3. ZONING VIOLATION Owner understands that any person, firm, corporation or other entity violating any conditions or terms of the Plan shall be subject to any and all penalties for the violation of any zoning ordinance provisions as stated in Section 1.601, Code of Ordinances, (1995 Edition), City of Round Rock, Texas, as amended. 4. MISCELLANEOUS PROVISIONS 4.1.Severability In case one or more provisions of this Plan are deemed invalid, illegal or unenforceable in any respect such invalidity, illegality or unenforceability shall not affect any other provisions of this Plan and in such event, this Plan shall be construed as if such invalid, illegal or unenforceable provision had never been contained in this Plan. 4.2.Venue All obligations of the Plan are performable in Williamson County, Texas, and venue for any action shall be in Williamson County. 4.3.Effective Date This Plan shall be effective from and after the date of approval by the City Council. 2 II. DEVELOPMENT STANDARDS 1. DEFINITIONS Words and terms used herein shall have their usual force and meaning, or as defined in the Code of Ordinances (1995 Edition), City of Round Rock, Texas, as amended, hereinafter referred to as "the Code." 2. PROPERTY This Plan includes approximately 73.52 acres of land generally located at the southeast corner of University Boulevard and Sandy Brook Drive, within the city limits of Round Rock, Texas, and more particularly described in Exhibit A. 3. PURPOSE The purpose of this Plan is to ensure a Planned Unit Development (PUD) that: (1) allows for a mixture of complementary and transitional land uses, (2) is equal to or superior to development that would occur under the standard ordinance requirements, (3) is in harmony with surrounding land use patterns proposed in the General Plan, as amended, (4) does not have an undue adverse affect upon adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety, and welfare of the citizens of the City of Round Rock, (5) is adequately provisioned by essential public facilities and services, and (6) will be developed and maintained so as to not dominate, by scale or massing of structures, the immediate neighboring properties or interfere with their development or use in accordance with any existing zoning district. 4. APPLICABILITY OF CITY ORDINANCES 4.1 Zoning and Subdivision Ordinances The Property shall be regulated for purposes of zoning by this Plan. All aspects not specifically covered by this Plan shall be regulated by the C -la, OF, PF -3, MF, OS, and TH zoning districts, as applicable. 3 4.2 Other Ordinances All other Ordinances within the Code shall apply to the Property, except as clearly modified by this Plan. In the event of a conflict, the terms of this Plan shall control. 5. PERMITTED USES The following principal uses are permitted on the Property, which is divided into seven (7) development parcels for the purpose of this Plan, as shown on Exhibit B. 5.1 Parcel 1 (±12.58 acres) - Commercial/Office Parcel 1 is divided into four (4) sub -areas, as described in Exhibit H, for the purpose of determining permitted and prohibited land uses: 5.1.1 Parcel la (±1.1 acres) - Commercial/Office (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru services are prohibited. (d) Office (e) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (f) Place of Worship (g) Retail Sales and Services With or Without Drive-thru Services (i) (ii) Single -tenant buildings greater than 50,000 square feet are prohibited. Drive-thru facilities must be oriented to the rear and/or side of the building and effectively 4 screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (h) School, Business or Trade (i) School, Post -Secondary (j) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (k) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (1) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (m) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sales (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor 5.1.2 Parcel lb (±0.7 acres) - Commercial/Office (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru services are prohibited. (d) Office (e) Office, Medical (i) Emergency medical services are not permitted. (ii) Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. (f) Place of Worship (g) Retail Sales and Services (i) Single -tenant buildings greater than 50,000 square feet are prohibited. (ii) Drive-thru services are prohibited. (h) School, Business or Trade (i) School, Post -Secondary (j) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (k) Utilities, Intermediate (ii) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (iii) The facility shall be secured. (1) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (m) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sales (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor 5.1.3 Parcel lc (±6.9 acres) - CommerciaVOffice/Senior Living (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru facilities must be oriented to the rear and/or side of the building and effectively screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (d) Fuel Sales (e) Group Living (Assisted Living, Congregate Senior Living or Nursing Home only) (f) Indoor Entertainment Activities (g) Office (h) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (i) Place of Worship (j) Retail Sales and Services With or Without Drive-thru Services (i) Drive-thru facilities must be oriented to the rear and/ or side of the building and effectively screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (k) School, Business or Trade (1) School, Post -Secondary (m) Senior Housing (n) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (o) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (p) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (q) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Pawn Shop (b) Sexually Oriented Business (c) Tattoo Parlor 5.1.4 Parcel 1d (±2.3 acres) - Commercial/Office/Senior Living (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru services are prohibited. (d) Group Living (Assisted Living, Congregate Senior Living or Nursing Home only) (e) Indoor Entertainment Activities (f) Office (g) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (h) Place of Worship (i) Retail Sales and Services With or Without Drive-thru Services (i) Single -tenant buildings greater than 50,000 square feet are prohibited. (ii) Drive-thru facilities must be oriented to the rear and/ or side of the building and effectively screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (j) School, Business or Trade (k) School, Post -Secondary (1) Senior Housing (m) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (n) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (o) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (p) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sales (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor 5.2 Parcel 2 (±6.06 acres) - Office/Commercial (1) Permitted Uses: (a) Day Care (b) Eating Establishments - Limited (i) Drive-thru services associated with eating establishments in which the majority of gross revenue is generated from the sale of non- alcoholic beverages such as coffee and/ or tea is permitted. (c) Office 9 (d) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (e) Retail Sales and Services With or Without Drive-thru Services (i) Single -tenant buildings greater than 50,000 square feet are prohibited. Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. Utilities, Intermediate (f) (g) (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. (i) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sale (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor comply with 4.700 of the comply with 4.700 of the 5.3 Parcel 3 (±8.83 acres) - Office (1) Permitted Uses: (a) Day Care (b) Office (c) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (d) Utilities, Minor Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (e) Utilities, Intermediate Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (f) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. Wireless Transmission Facilities, Stealth Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. (i) (i) comply with 4.700 of the comply with 4.700 of the 5.4 Parcel 4 (±5.07 acres) -Public Facilities/Multifamily/Senior Living (1) Permitted Uses: (a) Amenity Center (b) Apartment (maximum 24 units per acre) (c) Day Care (maximum 20,000 square feet) 11 (d) Group Living (Assisted Living, Congregate Senior Living or Nursing Home only) (e) Park, Linear/ Linkages (f) Place of Worship (g) School, Business and Trade (h) School, Elementary (i) School, Middle (j) School, Post Secondary (k) Senior Housing (1) Townhouse (maximum 12 units per acre) (m) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (n) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (o) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (p) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.5 Parcel 5 (±25.82 acres) - Open Space (1) Permitted Uses: (a) Park, Community (b) Park, Linear/Linkages (c) Park, Neighborhood (d) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required 12 landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (e) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (f) Water Detention Facilities (not to exceed three (3) acres) (g) Water Quality Facilities (not to exceed one (1) acre) (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (i) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.6 Parcel 6 (±7.80 acres) - Townhouse (1) Permitted Uses: (a) Amenity Center (b) Park, Linear/Linkage (c) Park, Neighborhood (d) Place of Worship (e) Townhouse (maximum 12 units per acre) (f) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (g) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. 13 (ii) The facility shall be secured. (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (i) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.7 Parcel 7 (±7.38 acres) - Office/Townhouse (1) Permitted Uses: (a) Amenity Center (b) Day Care (c) Day Care (in home) for 6 or fewer children (d) Office (e) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (f) Park, Linear/ Linkage (g) Park, Neighborhood (h) Place of Worship (i) Townhouse (maximum 12 units per acre) (j) School, Elementary (k) School, Middle (1) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (m) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance 14 with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (n) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (o) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 6. DEVELOPMENT STANDARDS 6.1 Parcel 1 (Commercial/Office) All development shall conform to the standards described within the C -la (General Commercial - Limited) District, Chapter 11, Section 11.409 (3), (4) and (5) of the Code, as amended, except: (1) The maximum height of a building within Parcel la shall be two (2) stories. (2) The maximum height of a building within Parcel 1b shall be one (1) story. (3) The maximum height of a building within Parcel lc shall be five (5) stories. (4) The maximum height of a building within Parcel ld shall be five (5) stories. (5) Trees of a minimum of a 3 -inch caliper diameter measured at six inches (6") above base shall be planted at a spacing of not greater than thirty feet (30') within the landscape easement in Section (2) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (6) The minimum sidewalk width for sidewalks adjacent to a street is six feet (6'). 15 (7) Signage is restricted to attached signs, blade signs, and monument signs. 6.2 Parcel 2 (Office/Commercial) All development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, except: (1) The maximum height of a principal building shall be five (5) stories. 6.3 Parcel 3 (Office) All development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, as amended, except: (1) The maximum height of a principal building shall be two (2) stories. (2) The maximum height of a principal building within 150 feet of Sandy Brook Drive shall be one (1) story. (3) The maximum size of a building within 150 feet of Sandy Brook Drive shall be 5,000 square feet. (4) Within 150 feet of Sandy Brook Drive, the exterior finish of all buildings shall be masonry, except for doors, windows, trim, and accent features. Masonry shall be defined as stone, simulated stone, brick, or stucco. A maximum of fifty percent (50%) stucco shall be allowed on a building facade facing Sandy Brook Drive. The use of materials such as wood shingles or wood siding shall be limited to accent features. (5) Roofs shall have a minimum pitch of 4:12. (6) The minimum building setback along Sandy Brook Drive shall be thirty (30) feet. 16 (7) No parking, dumpsters, trash receptacles or ground mounted equipment shall be allowed within the building setback along Sandy Brook Drive. (8) An eighteen foot (18') landscape and sidewalk easement shall be dedicated by plat along the Sandy Brook Drive right-of-way. This easement shall include a four foot (4') wide meandering sidewalk, street trees, and landscaping. In order to avoid conflicts with landscaping, no utilities shall be located within this easement, except for perpendicular crossings of the easement. 1. The landscape buffer shall contain an intermittent landscaped berm, an average of three feet (3') in height. The berm(s) shall cover at least seventy-five percent (75%) of the total linear frontage of the buffer. The berm(s) shall substitute for the fencing requirement in Chapter 11, Section 11.411 (3) (g) of the Code. 2. Landscaping shall include the following plantings, per 50 linear feet of buffer frontage. At least 75% of all trees must be an evergreen species. (i) One (1) Large Tree, minimum 3"caliper (ii) One (1) Medium Tree, minimum 2" caliper (iii) Two and one-half (2.5) Small Trees, minimum 1" caliper 6.4 Parcel 4 (Public Facilities/Multifamily/Senior Living) (1) Development of non-residential uses shall conform to the standards described within the PF -3 (Public Facilities - High Intensity) District, Chapter 11, Section 11.415.2 (3), (4) and (5) of the Code, as amended, except: (a) Chapter 11, Section 11.415.2 (3) (h) shall not apply. If fencing along a property line is installed, it shall meet the requirements of Section 11.415.2 (3) (h). (b) Business, trade and post -secondary schools shall be exempt from the requirement for buildings to front on either a minor or major arterial, required in Chapter 11, Section 11.423 (22) (d). 17 (2) Development of residential uses shall conform to the standards described within the MF (Multifamily) District, Chapter 11, Section 11.408 (3), (4) and (5) of the Code, as amended, except: (a) Primary building setbacks are as follows: (i) Setback from street right-of-way: 1. Minimum of fifteen feet (15'). 2. Maximum of thirty-five feet (35'). (ii) If structured parking is provided on-site, the setbacks from the street right-of-way shall be: 1. Minimum of fifteen feet (15'). 2. Maximum of twenty feet (20'). (iii) Minimum building side and rear setbacks not adjacent to a street and not abutting a Single Family or Townhouse lot is twenty-five feet (25'). (b) Structured parking shall be located internally to the site and behind the primary structures. No parking shall be permitted in the street yard. (3) The maximum lot coverage, or building footprint, is sixty-five percent (65%). (4) No building on the property shall exceed four (4) stories in height and in no case exceed a height of sixty feet (60'), measured from the finished slab elevation to the peak of the roof. (5) Fencing required by Section 11.407 (3) (d) abutting non- residential uses shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator. 6.5 Parcel 5 (Open Space) All development shall conform to the standards described within the OS (Open Space) District, Chapter 11, Section 11.418 (3), (4) and (5) of the Code, as amended. 18 6.6 Parcel 6 (Townhouse) All development shall conform to the standards described within the TH (Townhouse) District, Chapter 11, Section 11.407 (3), (4) and (5) of the Code, as amended, except: (1) Fencing required by Section 11.407 (3) (d) abutting non- residential uses shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator. (2) Only the fronts of the townhouse structures may face Sandy Brook Drive. The minimum front setbacks shall alternate for adjacent buildings between fifteen feet (15') and twenty feet (20'). No garage structures shall face Sandy Brook Drive. (i) A five foot (5') landscape easement abutting the public utility easement adjacent to Sandy Brook Drive shall be provided. (ii) Trees of a minimum of a 3 -inch caliper diameter measured at six inches (6") above base shall be planted at a spacing of not greater than thirty feet (30') within the landscape easement in Section (2) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (3) The maximum height of a principal building for a single -unit townhouse structure is three (3) stories, except that the front facade of a townhouse facing Sandy Brook Drive shall be limited to two -and -one-half (21) stories. Walk -out basements are not considered a floor, provided they do not front on Sandy Brook Drive. (4) The maximum lot coverage, or building footprint is sixty-five percent (65%). (5) Driveway access to individual dwelling units shall not be permitted directly from Sandy Brook Drive consistent with the requirements of Section 11.6 of this Plan. 19 (6) The exterior finish of all buildings shall be masonry, except for doors, windows, trim, and accents. Masonry shall be defined as stone, simulated stone, brick, or stucco. No more than twenty- five percent (25%) of the building facade may be horizontally installed cement based siding. No more than thirty percent (30%) of the building facade may be stucco. The use of materials such as wood shingles or wood siding shall be limited to accent features. A hundred percent (100%) stucco may be permitted in conjunction with tile roofs. Cement based siding is prohibited on facades facing Sandy Brook Drive if they are not screened by intervening buildings. (7) All dwelling units shall either be established as condominium units, pursuant to the Texas Uniform Condominium Act, Section 82.001 et. seq., Texas Property Code, or as platted subdivided lots in accordance with the provisions of the City Code in effect at the time of subdivision platting. The above requirements shall be completed prior to the issuance of certificate of occupancy. This does not prevent townhouse units from being rented, nor does it prevent one owner from owning two or more units. 6.7 Parcel 7 (Office/Townhouse) (1) All non-residential development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, except: (i) The maximum height of a principal building shall be three (3) stories, except that the maximum height of a principal building within 150 feet of the Sandy Brook Drive right-of- way shall be one (1) story. 1. The maximum size of a principal building within 150 feet of the Sandy Brook Drive right-of-way shall be 5,000 square feet. (ii) Within 150 feet of Sandy Brook Drive, the exterior finish of all buildings shall be masonry, except for doors, windows, trim, and accent features. Masonry shall be defined as stone, simulated stone, brick, or stucco. A maximum of fifty percent (50%) stucco shall be allowed on a building facade facing Sandy Brook Drive. The use of materials such as 20 wood shingles or wood siding shall be limited to accent features. (iii) Roofs shall have a minimum pitch of 4:12. (iv) The minimum building setback along Sandy Brook Drive shall be thirty (30) feet. (v) No parking, dumpsters, trash receptacles or ground mounted equipment shall be allowed within the building setback along Sandy Brook Drive. (vi) An eighteen foot (18') landscape and sidewalk easement shall be dedicated by plat along the Sandy Brook Drive right-of-way. This easement shall include a four foot (4') wide meandering sidewalk, street trees, and landscaping. In order to avoid conflicts with landscaping, no utilities shall be located within this easement, except for perpendicular crossings of the easement. 1. The landscape buffer shall contain an intermittent landscaped berm, an average of three feet (3') in height. The berm(s) shall cover at least seventy-five percent (75%) of the total linear frontage of the buffer. The berm(s) shall substitute for the fencing requirement in Chapter 11, Section 11.411 (3) (g) of the Code. 2. Landscaping shall include the following plantings, per 50 linear feet of buffer frontage. At least 75% of all trees must be an evergreen species. (iv) One (1) Large Tree, minimum 3"caliper (v) One (1) Medium Tree, minimum 2" caliper (vi) Two and one-half (2.5) Small Trees, minimum 1" caliper (2) All residential development shall conform to the standards described within the TH (Townhouse) District, Chapter 11, Section 11.407 (3), (4) and (5) of the Code as amended, except: (i) Fencing required by Section 11.407 (3) (d) abutting Parcel 5 shall be constructed of wrought iron or decorative metal or 21 other equivalent materials approved by the Zoning Administrator (ii) Only the fronts of the townhouse structures may face Sandy Brook Drive. The minimum front setbacks shall alternate for adjacent buildings between fifteen feet (15') and twenty feet (20'). No garage structures shall face Sandy Brook Drive. (iii) A five foot (5') landscape easement abutting the public utility easement adjacent to Sandy Brook Drive shall be provided. (iv) Trees of a minimum of a 3 -inch caliper diameter measured at six inches (6") above base shall be planted at a spacing of not greater than thirty feet (30') within the landscape easement in Section (2) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (v) The maximum height of a principal building for a single -unit townhouse structure is three (3) stories, except that the front facade of a townhouse facing Sandy Brook Drive shall be limited to two -and -one-half (21/2) stories. Walk -out basements are not considered a floor, provided they do not front on Sandy Brook Drive. (vi) The maximum lot coverage, or building footprint is sixty- five percent (65%). (vii) Driveway access to individual dwelling units shall not be permitted directly from Sandy Brook Drive consistent with the requirements of Section 11.6 of this Plan. (viii) The exterior finish of all buildings shall be masonry, except for doors, windows, trim, and accents. Masonry shall be defined as stone, simulated stone, brick, or stucco. No more than twenty-five percent (25%) of the building facade may be horizontally installed cement based siding. No more than thirty percent (30%) of the building facade may be stucco. The use of materials such as wood shingles or wood siding shall be limited to accent features. A hundred percent (100%) stucco may be permitted in conjunction with tile 22 roofs. Cement based siding is prohibited on facades facing Sandy Brook Drive if they are not screened by intervening buildings. (ix) All dwelling units shall either be established as condominium units, pursuant to the Texas Uniform Condominium Act, Section 82.001 et. seq., Texas Property Code, or as platted subdivided lots in accordance with the provisions of the City Code in effect at the time of subdivision platting. The above requirements shall be completed prior to the issuance of certificate of occupancy. This does not prevent Townhouse units from being rented nor does it prevent one owner from owning two or more units. 7. UTILITY SERVICE Except where approved in writing by the City Engineer and Director of Planning and Community Development, all electrical, telephone, and cablevision distribution and service lines shall be placed underground. 8. TRAFFIC IMPACT ANALYSIS (TIA) A Traffic Impact Analysis (TIA) was submitted and approved in conjunction with this Plan. The TIA indicated the proposed land uses for each parcel. If a significant change is proposed to any land use indicated in the TIA, the Owner shall provide the City with an analysis of the effects of the change with regard to transportation impacts. If the City determines that the change in land use results in a net increase in cumulative transportation trips, the Owner shall complete an update to the TIA for approval by the City Director of Transportation Services. The Executive Summary of the TIA is included for reference as Exhibit D. 9. STREET CROSS SECTIONS Street cross sections that deviate from the design criteria specified in the Transportation Criteria Manual are described in Exhibit E. 10. STREET CONSTRUCTION AND TRAFFIC SIGNAL PHASING A representation of the planned roadways and their alignments is included in Exhibit B. University Village Drive shall also be referred to as Campus Village Drive. A phasing plan for the roadways is provided in 23 Exhibit F. The phasing plan for roadway construction shall not preclude the construction of the roadways at an earlier time than described in the phasing plan. 10.1 University Boulevard (1) The Owner's share of the cost of a traffic signal at CR 112 and University Boulevard, as required by the TIA, shall be provided prior to recordation of the first final plat. (2) The Owner's share of the cost of a traffic signal at Sandy Brook Drive and University Boulevard, as required by the TIA, shall be provided prior to recordation of the first final plat. 10.2 Sandy Brook Drive (1) Sandy Brook Drive from University Boulevard through the Satellite View intersection, ending at the radius returns on the south side of the intersection, shall be widened to a pavement width of forty feet (40'): (a) with any site plan on Parcel 1 west of University Village Drive, if access is taken to/from Sandy Brook Drive, even if access is due solely to Fire Department requirements; or (b) when Satellite View is constructed; or (c) when Zodiac Lane is constructed; or (d) prior to any final plat recordation of Parcel 6. (2) Sandy Brook Drive from south of the Satellite View intersection through the Zodiac Lane intersection, ending at the radius returns on the south side of the intersection, shall be widened to a pavement width of forty feet (40'): (a) with the construction of Zodiac Lane; or (b) prior to any final plat recordation of Parcel 6 or Parcel 7; or 10.3 Satellite View (1) Satellite View west of University Village Drive shall be dedicated and constructed: (a) with the first site plan on any of the following: Parcel 1 west of University Village Drive, Parcel 2, or Parcel 24 3 if access is taken to/from Satellite View, even if access is solely due to Fire Department requirements; or (b) prior to final plat recordation of fifty percent (50%) or more of the gross acreage of Parcel 1 west of University Village Drive (2) Following the dedication and construction of the off-site portion of Satellite View between the eastern Property boundary and CR 112/ College Park Drive, Satellite View east of University Village Drive to the eastern Property boundary shall be dedicated and constructed: (a) prior to recordation of a final plat on Parcel 1d, if Parcel 4 has been final platted; or (b) prior to recordation of a final plat on Parcel 4 if Parcel 1d has been final platted; or (c) prior to recordation of a final plat on Parcel 1d or Parcel 4 if neither Parcel 1d or Parcel 4 has been final platted (3) Prior to the dedication and construction of the off-site portion of Satellite View between the eastern Property boundary and CR 112/ College Park Drive, the Developer shall provide the City with fiscal surety in the amount of 125% of the cost of construction of Satellite View east of University Village Drive to the eastern Property boundary: (a) prior to recordation of a final plat on Parcel 1d or Parcel 4 10.4 Zodiac Lane (1) Zodiac Lane from Sandy Brook Drive to University Village Drive shall be dedicated and constructed: (a) With the first site plan on Parcel 3, if access is taken to/from Zodiac Lane, even if access is due to Fire Department requirements; or (b) With any site plan on Parcel 7. 10.5 University Village Drive (Campus Village Drive) (1) University Village Drive from University Boulevard to the area south of the Austin Community College (ACC) access drive 25 shall be dedicated and constructed prior to recordation of any final plat within the Project. (2) University Village Drive from the area south of the ACC access drive thru the Zodiac Lane intersection shall be dedicated and constructed with the dedication and construction of Zodiac Lane. 11. ACCESS The access drives recommended per the TIA are described in Figure 2 of Exhibit D and as follows: 11.1 Parcel 1 - Access to Parcel 1 is available via four (4) public streets including University Boulevard (existing road), Sandy Brook Drive (existing road), University Village Drive (proposed road), and Satellite View (proposed road extension). All driveway locations shall be approved by the Department of Transportation Services. One (1) access drive shall be permitted to serve Parcel 1 from Sandy Brook Drive. If provided, the drive shall align with one of the existing access drives located across Sandy Brook Drive and serving the development to the west. Two (2) access drives to/from. University Boulevard, one (1) access drive to/from University Village Drive to/from the tract east of and to/from the tract west of University Village Drive, and two (2) access drives to/from Satellite View are permitted. One (1) additional access drive at University Boulevard west of University Village Drive may be permitted consistent with spacing requirements specified in the Transportation Criteria Manual. (1) Driveways to/from University Boulevard shall provide a minimum throat depth of forty feet (40'), as measured from the ultimate right-of-way line. (2) Minimum curb return radii of twenty-five feet (25') shall be provided at driveway intersections with University Boulevard. 11.2 Parcel 2 - Access to Parcel 2 may be provided via the extension of Satellite View and/or University Village Drive. 11.3 Parcel 3 - No (0) access drives shall be permitted to/from Sandy Brook Drive. Access drives are permitted to/from University 26 Village Drive, Satellite View, and Zodiac Lane. Locations shall be determined by the Department of Transportation Services. 11.4 Parcel 4 - Access to Parcel 4 is permitted from University Village Drive and Satellite View. University Village Drive is intended to connect with the Avery Centre development proposed for the adjacent property to the east. 11.5 Parcel 5 - Access to Parcel 5 is available via the adjacent roadways, University Village Drive and Sandy Brook Drive and further described below in Section 13.5. 11.6 Parcel 6 - Driveway access to/from Parcel 6 is limited to two (2) driveways to Sandy Brook Drive. 11.7 Parcel 7 - There are three (3) access possibilities to/from Parcel 7. Access is available via one (1) driveway at Sandy Brook Drive, one (1) driveway at Zodiac Lane, and one (1) driveway at University Village Drive. 12. STORMWATER DETENTION AND DRAINAGE Storm water detention and water quality facilities in the Plan may be provided through facilities located within Parcel 5, which is designated for OS (Open Space). All storm water detention and/or water quality ponds shall be located at least 150 feet from University Village Drive. Such facilities shall be contained within an area not to exceed four and one-half (4.5) acres and shall comply with the screening requirements of the Code, Chapter 11, Section 11.501. Upon construction, the facilities shall be maintained by a property owner's association. 13. PARKLAND DEDICATION The City of Round Rock parkland requirement contained in the Code, Chapter 8, Section 8.300, shall be met in full by the following: 13.1 The area within Parcel 5 shall be dedicated as public parkland according to the requirements of Chapter 8, Section 8.300 of the Code. 13.2 As described in Section 7, Parcel 5 may include underground utility easements, drainage easements, and water quality and detention facilities. Such infrastructure improvements shall not 27 utilize more than six (6) acres of the parcel, including the four (4) acres described in Section 12 above. 13.3 The Owner shall construct a hike and bike trail from Sandy Brook Drive to the eastern side of the existing pond located on the northern portion of Parcel 5, as shown on Exhibit G. In addition, a minimum of seven (7) Large Trees with irrigation shall be provided along the trail and a minimum of three (3) benches will be provided adjacent to the pond. Fiscal security shall be provided for the trees and irrigation installation prior to recordation of a final plat of Parcel 7. Trees and irrigation shall be installed prior to the issuance of the first Certificate of Occupancy on Parcel 7. Trail location and alignment shall be subject to the approval of the Director of Parks and Recreation. The trail shall comply with the American with Disabilities Act Accessibility Guidelines (ADAAG) and the standards set forth in the Texas Architectural Barriers Act (TAS). 13.4 The trail and associated amenities shall be designed to the satisfaction of the Director of Parks and Recreation and the City Engineer prior to the City's consideration of the first final plat on the Property. Construction of the trail and associated amenities, excluding the trees and irrigation as described in Section 13.3, shall be completed to the satisfaction of the Director of Parks and Recreation and the City Engineer no later than 180 days following the recordation of the first final plat on the Property. The area within Parcel 5 shall be dedicated to the City within 60 days of the completion of construction of the trail and associated amenities. Upon dedication, the parkland and trail shall be maintained by the City of Round Rock. 13.5 Parking and access to Parcel 5 shall be provided in the form of on - street parking along University Village Drive, as described in Section 11.5. A minimum of 400 linear feet of street frontage adjacent to Parcel 5 shall be provided on University Village Drive. 14. GENERAL PLAN 2000 This Plan amends the Round Rock General Plan 2000, adopted on June 10, 1999 and as amended. 28 15. CONCEPT PLAN AND DEVELOPMENT PROCESS This Plan serves as the Concept Plan required by the Code and approval of this Plan substitutes as a Concept Plan approval, subject to Chapter 8, Section 8.212(5) (a) of the Code. As this is a substituted Concept Plan, utility, drainage, and other infrastructure submittals were not submitted or reviewed with this document, nor have such infrastructure been approved by the City. These items shall be submitted for the review and approval of the City at the Preliminary Plat and subsequent development stages. A phasing plan shall be provided with the Preliminary Plat. The Owner shall be required to complete the remaining steps in the City's development process, which may include subdivision platting and site development. The subdivision platting process includes a Preliminary Plat and a Final Plat. Site development plan(s) must be approved for each project. No site development plan approval on the Property shall be granted until a Final Plat is recorded. No building permit on the Property shall be issued until the site development plan is approved by the Development Review Committee. 16. CHANGES TO AGREEMENT AND DEVELOPMENT PLAN 16.1 Minor Changes Minor changes to this Plan that do not constitute more than ten (10) percent of total project area and do not substantially change this Plan, may be approved administratively, if approved in writing by the City Engineer, the Director of Planning and Community Development, and the City Attorney. 16.2 Major Changes All changes not permitted under Section 16.1 above shall be resubmitted following the same procedure required by the original PUD application. 29 EXHIBIT A Zoning Exhibit Metes and Bounds Description Abel L. Eaves Survey, Abstract No. 215, Williamson County, Texas 1. Parcel 1 a. 1-a b. 1-b c. 1-c d. 1-d 12.56 acres EXHIBIT 2. Parcel 2 6.06 acres 3. Parcel 3 8.83 acres 4. Parcel 4 5.07 acres 5. Parcel 5 25.82 acres 6. Parcel 6 7.80 acres 7. Parcel 7 7.38 acres 8. Street Stub Outs 0.0802 acres (0.0269 Tonia Loop, 0.0267 Lorson Loop & 0.0266 north of Tonia Loop) TOTAL (#1 -8) 73.60 acres J II MUT n amw4 real 1 1 modal dare •a 1 II --r)or MOM war a4Y42Smr"-I. ram- O0o440._ a0G W P4.a.raf pP,4xA:L 4nvaw4 0o9.24. was .424 PARCEL Cam 12211 ACRES E LIs 4 0It MK 44 VC. 24. .Do..a,n 0.No. .4 'Anal2 COMMERCIAL SOO ACR64 LQ y� n. 040x04 w 4041 oo4 s 1 PMCE OFAICEa✓1181 C. ACM aAw,a11114.a.ra 1 .. w4�w �,Ci ••_1a WW1 40200 Rws.)\ 4' czz 6420 aaaw 43C{. 4 \ fiNON e204,4 n., ..rx 1 PARC11. 7 OPHCE/ TOWMISOUSE 7.11S ACRES Ll9\33 3- 1,441,40 V 11.1 Mao4 441444W 1.2414C Mac/ woo Mo. cm 224.4.24. 300' VMS o4.n12.1 .mno"ra =MU areRm.s Mr.. VC oaia7 09004 RM.Sl4! WSW 11 7M PAPJ2EL S 7210 ACRES 3 PARCR.S OPEN SPACE 20.12 ACRES •ei ri f1 ►J_ 44 2K1Ia. MOM. aJucs Sw41p4N 440+41 04000 1 C aa. 04000140 2 . 4. 4 e m 1 1 042 s It �•�� / i\ • 1 1 i . 1 LAICSErrE S103DNL409( F� LAESS"R1C SUBD'191310N;' i ! 1 L _ L J =not/ 1 FINAL PIAT 1 . SECnOW 4 FINAL PIAT- - , ......-..,..-....n.„2"0 1 1 IC". i> 2311 I "- 1 L -- - ( 600' 900' Aa4RfVN710N UNIX M0. MaO PAC, PONT bf CO NDOC4000 k6.1 4ONE 6 004400 DOC OOCUDD.7 QP.Lw.Cr, 4'CCN. mem. Ramos Or .94.7404 MOM 7444 0302. 0510AO A[C0a00 "Awing{ MUM. 1043 1.4324 R. MOMS 0r 1011.5014 040102. 11(93 444 NON4 M %,7 4R. Wallas 'G. rya MA mxaM PAGE 1 OF 2 PATE + SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 704 c.a.ogrowtalmoo w..vana.owo.-_.....p..... OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS O .0439 R.D. 44443440 7OR 0394 .. vG MINA 09/05/2009 790 0A1L ORERAL 300. SO4t PROSECT NO.: 1135-012-00-A.800 CURE DELTA 49010 RADIOS ARC 1158004 05040 BEARING CHORD LEMON 00041 8EARt111', 0'1 69'54'06' 20.00' 31.34 N 65'5716" w 26.28' N 2051'10 W C2 26'40'50' 20.00' 10.06 N 06'42'59' w 9.35' N 6652'36' E 03 36'24'43j" 500,50' 309.34' 8_074692' 0 304.44' 19 04 01.01'37" 760.00' 13.62' Al 1425 31" 0 13.62' N 69106114' E 05 1702151' 790.00' 199.60' N 0724'55' E 199.02' N 8653}9' E 06 1010 10' 760.00' 201.21' N 06'19'08' E 200.63' 5 76105 5Y E 07 24't5'20 040' 46 195.29' N 1 12' W 16363' N 06 ..'04' E 06 470332 400.00' 29393' 5 63'26'50" W I 287.08' 159.96' 09 6.58107' 20.00' 29.04' N 31'2753' w 26.56' N 5716'04' E 0,0 31'01'07' 475.63' 235.84' 5 0610'75' E 232.97 N 20'51 26' W 011 85856'49' 20.00' 31.16' N 22'2450' E 28.1c 666.63' C52 6995'21' 2.0.00' 31.16' N 6525'42' W 29,00 N 20.03'23" W 013 90'29'12' ' 20.00' 310.7 N 2015'02' E 26.39' N 69.0236' E 0.14 91'53' 20.00' 31.05' N 65'16'09' W 2856'4 2050.'21' W 015 90'2192 30,00'' 31.54' N 23'42'6' E 2837 N 6321" w C19 69'19'14" 20.00 31,19' N 6641 W 5.3 26.1 N 20.1. 26" W C17 90'29'..' 20.00' 35,59' N 24'09'54 E 26.40' 6 66'55'12' E C18 2600 16' 807.50' 352.40' 5 3746'55' E 346.61' 144 S 4655118' W 2.042'07" 57 12.4 2367.3 41 37.56192' w 148 5 1339'24' W 020019 863'2'02 SS' 177.06 N 01 5''01 N 5 71.41.22" W 6 5502'26'C 021 06'52'4 4433NNN888SS 644' 6732 586.10' g 2716 1 w 67.45' 96615'35" w C22 83'12'35 22.00 29115' N 6027"55 E 26.58' N 21'1340' W 023 071719" 607.55' 102,72 $ 463614 E 502.65' 267.53' C24 574217' 607.50' 249,60' 5 34705‘15. E 249.69' 5 47'00'15' W 1225 693818 20,00' 1.41 N 23'45'49" E 28.4 N 303703' W C26 173844 333,33' 72.60' 6 4191'5S- w 72.45 N 42'4'43' E 027 665608' 20.00' 31.41' N 5693009' W 26.26 N 21'1239' W C28 2611.07' 460,96' 219.02' 5 34'19'15' 0 21791' N 9010039' W 029 01'06`56" 760,0' 55.24' 9 00.4459' w 15.24' 251.40' LWE 8EAR9i0 DISTANCE L1 N 20'5I'26' W 25.00' 52 N 20'50'15' W 497.93' 1,3 N 65831'37` E 1012.44' 14 5 1711'36' E 546.86' 15 9 65806'34' W 960.06' 16 N 69'06'34' E 5 0.231• L7 5 20'29'23' E 50.79 18 9 14'56'20" E 210.76' 19 5 65806'34 W 334.85 110 N 20.51'26' W 53524 111 N 69106114' E 215.64' 112 5 17'1130' E 704.66 113 S 69'3700' w 466.48' 114 N 89'09' E 176.10' 115 5 01'15 7' E 365.94' 116 N 44'25 ' E 60.54' 117 N 231' 4' W 42,51' L18 N 1638'36' E 30.00' 115 N 2033'54' W 50.00' 120 N 20'55'0� w 159.96' 121 N 20'5$'1 W 40.95' 122 N 2010'46 W 599.64' 123 N 20.5416' w 49.54' 124 N 217.3'44' W 199.92' L25 N 20'51 26' W 25.00' 126 4 179116' W 636.50' 127 5 5720'47` E 666.63' L28 0 3553016' 0 911.10' 120 5 565653' w 124.96' 330 5 44.45'55' W 6.98' L31 0 13'475'37' W 506.67' 132 N 793434' W 64.66' 133 u 65'3073 w 1.26.43' 5.34 6 71'4705 W 59.98' 135 N 6741'30' W 99.05' L36 N 44'13'33' W 18680' 137 N 40'41'37' W 27554' 138 N 24'0921' W 221,02' L39 N 3739'44' W 99,60' 140 0 25.16'47' 0 156.14' 141 N 6025'04' E 32.98 142 9 64'25'04' 0 26.04 143 S 9642'42` w 377.25' 144 S 4655118' W 270. 00' 145 5 2724'55' W 176,02' 148 5 1339'24' W 60,37' 147 S 850610' W 177.06 1.49 5 71.41.22" W 374,49' L49 f1 7 25116' 0 3.00' 156 5 '1'4706' W 53.98' L51 5 11'26'34' 0 365.69' 152 5 66.463' W 1026.21' 153 N 21'1340' W 14044 L54 N 21'13'40' w 50.00 LS5 N 6666'20' E 267.53' 156 N 2339'2? W 40.69' L57 N 10'0709' W 220.99' 156 0 35'49'52" w 144.22' 159 N 01'35124' W 100.75' 5.80 N 303703' W 54.37' 161 N 19.41WE 107.41' ' 5.52 N 21744.31- w 6574' L63 N 04'09'45' 0 71,11' L64 N 116093' W 3 165 N 87'0707 W 9491 5.66 9 01'36'55" W 125.99' 1.67 N 9010039' W 11557 166 S 517834' W 158,06' 169 8 6245'38" W 251.40' 170 N 47'2490' W 125.85' L71 N 21.13 40' W 990.42' L72 N 4724'09' W 49.24' PAGE 2 OF' 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 101 w.. . 1... ..... 331.wiko.n 1W41•I,1WIS WITOW.rolaw•",n4.rw,v OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS 01461E R.6 /0400140 4421ISSUE MON/ 09/09/2008 ( 1' = 300' 693E Oat PROJECT NO.: 1135-012-00-A800 ABBREV1AT1ON TABLE FND. FOUND P.O.C. POINT OF C0M11E CEMENT P.O.B. PONT OF BEGINNING DOC DOCUMENT 0.PRW.C.T. OFFICIAL PROPERTY RECORDS OF YAWAMSON OOUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF YALUAMSON COUNTY. TEXAS P.R.W.C.T. PLAT RECORDS OF WUJJAMSON COUNTY. TEXAS R.O.W. RIGHT OF WAY VOL. VOLUME PG PAGE NO. NUMBER SANDY BROOK DRIVE (60' CAB. 0. SL. 318-3I9 PR,W.C.T. N 20°50'18" W 497.93' J SATELLITE VIEW a FN 1/2 I. PDD VITH DEP16UROT CAP 1/2 I. MOO WIN PATE CAP 0' 200' 400' 600' MI I= (CHANDLER ROAD.) UNIVERSITY BLVD(Rav VARIED) (COUNTY ROAD NO. 114) (0.325 ACRES) N 69°31'37" E 1012.44' VOL. I7I2, PG. 789 ORV.C.T. DOC. NO. 20 MOW DOC. PARCEL 1 COMMERCIAL 12.56 ACRES rfrPD'7f' 1. PoD WITH POA CAP BOUNDARY UNE AGREEMENT VOL 958 PC.772 CO 0.R.YLCiC.i. REPLAT OF STONEY BROOK SECTION THREE "A" S 69°08'34" W 960.06' 98.20 ACRES THE STATE OF TEXAS TO 588 HOLDINGS, LP. DOC. No. 2008021486 O.P.R.W.C.T. n.s. TT4 Am 20 C� mo z� v" m 0 0 _,_0N . H 0P7N GO g _ C O `� gm m CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'54'06" 20,00' 31.38' N 65'57'16" W 28.26' N 20'54'19" W C2 28'48'50" 20.00' 10.06' N 06'42'59" W 9.95' N 68'52'36" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' SYMBOL LEGEND O FOUND 1/2' IRON ROD UNLESS OTHERINSE NOTED • CONTROLUNC MONUMENT • CALCULATED POINT PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7201 Capital of Twos N",. Sta. 350•AaIA,. IX 70711.401117340000044051241006049AmostagAymni UNIVERSITY VILLAGE ZONING EXHIBIT 12.56 ACRES PARCEL 1 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAY2k R.C. D 4G ORIGINAL ORIGINAL . = . ISSUE DATE O0/0O/08 SCALE JOB NO.: 1135-012-00-A800 ZONING SUBPARCEL 1-A METES AND BOUNDS DESCRIPTION OF 1.098 ACRES OF LAND ABEL L. EAVES SURVEY ABSTRACT 215, WILLIAMSON COUNTY, TEXAS All that certain 1.098 acres of land in the Abel L. Eaves Survey Abstract 215, Williamson County Texas, out of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP. Recorded under document number 2008021486 in the Official Public Records of -Williamson County, Texas, and more particularly described by metes and bounds as follows: (All bearings based on the Texas State Plane Coordinate System, Central Zone) COMMENCING at a 1/2" iron rod found for the northeast corner of the aforesaid 98.20 acre tract, common to the northwest corner of Tract 1, a 1200.19 acre tract according to the deed from Charles Needham AverryY, III trustee to AveryRanch Company, LTD. recorded under document number 2002071336 in the Official Public Records of Williamson County, Texas said iron rod called in the Boundary Line Agreement recorded under Volume 958 Page 7`72 in the Deed Records of Williamson County, Texas, and in the south line of University Boulevard (right-of-way varies), recorded under Volume 1712 Page 789 in the Deed ecords of Williamson County, Texas, from which a 1/2" iron rod found for the most northerly northwest corner of the aforesaid 98.20 acre tract bears South 69° 31' 37" West - 1012.44'; THENCE South 69° 31' 37" West - 864.87' along said south right-of-way line to the northeast corner and POINT OF BEGINNING of the herein described tract; THENCE South 20° 50' 18" East - 318.28' departing said south right-of-way line to the southeast corner of the herein described tract; THENCE South 69° 09' 42" West - 150.00' to the southwest corner of the herein described tract in the east right-of-way line of Sandy Brook Drive (60' right-of-way); THENCE North 20° 50' 18" West - 309.56' along said east right-of-way line to a point on curve to the right having a radius of 20.00' and a central angle of 28° 48' 50' and from which the center of the circle of said curve bears North 68° 52' 36" East; THENCE along said curve to the right in a northeasterly direction an arc distance of 10.06' to the end of curve, in the south right-of-way line of the aforesaid University Boulevard; THENCE North 69° 31' 37" East - 147.57' along said south right-of-way line to the POINT OF BEGINNING of the herein described tract and containing 1.098 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Original Issue Date: February 25, 2008 Job No. 1135-012-08-551 Certification ► ate February 2 / 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING DOCUMENTS AND SHOULD NOT BE USED FOR REAL PROPERTY TRANSFER. ZONING SUBPARCEL 1-B METES AND BOUNDS DESCRIPTION OF 0.6894 ACRES OF LAND ABEL L. EAVES SURVEY ABSTRACT 215, WILLIAMSON COUNTY, TEXAS All that certain 0.6894 acres of land in the Abel L. Eaves Survey Abstract 215, Williamson County Texas, out of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings LP. Recorded under document number 2008021486 in the Official Public Records of Williamson County, Texas, and more particularly described by metes and bounds as follows: (All bearings based on the Texas State Plane Coordinate System, Central Zone) COMMENCING at a 1/2" iron rod found for the northeast corner of the aforesaid 98.20 acre tract, common to the northwest corner of Tract 1, a 1200.19 acre tract according to the deed from Charles Needham Avery, III trustee to Ave Ranch Company, LTD. recorded under document number 2002071336 in the Official Public Records of Williamson County, Texas said iron rod called in the Boundary Line Agreement recorded under Volume 958 Page 7`72 in the Deed Records of Williamson County, Texas, and in the south line of University Boulevard (right-of-way varies), recorded under Volume 1712 Page 789 in the Deed Records of Williamson County, Texas, from which a 1/2"iron rod found for the most northerlynorthwest corner of the aforesaid 98.20 acre tract bears South 69° 31' 37" West - 1012.44'; THENCE South 69° 31' 37" West - 864.87' along said south right-of-way line to an angle corner; THENCE South 20° 50' 18" West - 318.28' departing said south right-of-way to the northeast corner and POINT OF BEGINNING of the herein described tract; THENCE South 20° 50' 18" East - 200.76' to the southeast corner of the herein described tract in the north right-of-way line of proposed Satellite View (65' right-of- way); THENCE South 69° 08' 34" West - 129.99' along said north right-of-way line to the Point of Curvature of a curve to the right having a radius of 20.00' and a central angle of 90° 01' 09" THENCE along said curve to the right in a northerly direction an arc distance of 31.42' to the end of curve in the east right-of-way line of Sandy Brook Drive (60' right-of-way); THENCE North 20° 50' 18" West - 180.81' along said east right-of-way line to the northwest corner of the herein described tract; THENCE North 69° 09' 42" East - 150.00' to the POINT OF BEGINNING of the herein described tract and containing 0.6894 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engjneers, Inc. Original Issue Date: February 25, 2008 Job No. 1135-012-08-551 Certification February 25, 08 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING DOCUMENTS AND SHOULD NOT BE USED FOR REAL PROPERTY TRANSFER. ZONING SUBPARCEL 1-C METES AND BOUNDS DESCRIPTION OF 6.975 ACRES OF LAND ABEL L. EAVES SURVEY ABSTRACT 215, WILLIAMSON COUNTY, TEXAS All that certain 6.975 acres of land in the Abel L. Eaves Survey Abstract 215, Williamson County Texas, out of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings LP. Recorded under document number 2008021486 in the Official Public Records of Williamson County, Texas, and more particularly described by metes and bounds as follows: (All bearings based on the Texas State Plane Coordinate System, Central Zone) COMMENCING at a 1/2" iron rod found for the northeast corner of the aforesaid 98.20 acre tract, common to the northwest corner of Tract 1, a 1200.19 acre tract according to the deed from Charles Needham Avery, III trustee to Avery Ranch Company, LTD. recorded under document number 20020/1336 in the Official Public Records of Williamson County, Texas said iron rod called in the Boundary Line Agreement recorded under Volume 958 Page 772 in the Deed Records of Williamson County, Texas, and in the south line of University Boulevard (right-of-way varies), recorded under Volume 1712 Page 789 in the Deed Records of Williamson County, Texas, from which a 1/2"iron rod found for the most northerly northwest corner of the aforesaid 98.20 acre tract bears South 69° 31' 37" West - 1012.44'; THENCE South 69° 31' 37" West - 275.42' alongsaid south right-of-way line to the northeast corner and POINT OF BEGINNING of he herein described tract in the west right-of-way line of Campus Village Drive (65' right-of-way); THENCE South 20° 28' 23" East - 495.23' departing said south right-of-way line and along said west right-of-way line to the Point of Curvature of a curve to the right having a radius of 20.00' and a central angle of 89u 36' 57" THENCE along said curve to the right in a southwesterly direction an arc distance of 31.28' to the end of curve, in the north right-of-way line of proposed Satellite View (65' rig ht -of -way); THENCE South 69° 08' 34" West - 566.29' along said north right-of-way line to the southwest corner of the herein described tract; THENCE North 20° 50' 18" West - 519.04' departing said north right-of-way line to the northwest corner of the tract herein described in the south right-of-way line of aforesaid University Boulevard; THENCE North 69° 31' 37" East - 589.45' along said south right-of-way line to the POINT OF BEGINNING of the herein described tract and containing 6.975 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Original Issue Date: February 25, 2008 Job No. 1135-012-08-551 Certificatio 'Date February 5, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING DOCUMENTS AND SHOULD NOT BE USED FOR REAL PROPERTY TRANSFER. N,,11 ZIO Z :Vito 105-13 043CA 0 mnI = 1 2 O N .71 10 i 180.81' M .4£,90.69 S N tO SURPARCEL 1-8 ccit 0.8894 AC SANDY BROOK DR. (60' ROW) N 20'50'18" W N tp 0 (o N 309.56' SUBPARCEL 1-A 1.098 AC 200.76' )*N 20'50' 18" W 519.04' 318.28' ioOe a Or m t0 4. 20'28'23" E 49 AMP S V1LLAG (65' ROW) TEMPORARY EASEMENT AGREEMENT DOC. 2008005487 0.P.R.W.C.T. N 20'28'23" W 494.53' IS 3 ,9C,ll.Ll s 8 2i,'01Z 3 .L£, l £.69 N I/1 IA CCC OC)C) O PPP?) 001. N C 13 mri b. 0O • 0 METES AND BOUNDS DESCRIPTION OF 2.307 ACRES OF LAND ABEL L. EAVES SURVEY ABSTRACT 215, WILLIAMSON COUNTY, TEXAS All that certain 2.307 acres of land in the Abel L. Eaves Survey Abstract 215, Williamson County Texas, out of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP. Recorded under document number 2008021486 in the Official Public Records of Williamson County, Texas, and more particularly described by metes and bounds as follows: (All bearings based on the Texas State Plane Coordinate System, Central Zone) BEGINNING at a 1/2" iron rod found for the northeast corner of the aforesaid 98.20 acre tract, common to the northwest corner of a 1200.19 acre tract according to the deed from Charles Needham Avery, III, trustee to Avery Ranch Company, LTD. recorded under document number 2002071336 in the Official Public Records of Williamson County, Texas, said iron rod is in the Boundary Line Agreement recorded under Volume 958 Page 772 in the Deed Records of Williamson County, Texas, said iron rod is in the south line of University Boulevard Right -Of -Way varies, recorded under Volume 1712 Page 789 in the Deed Records of Williamson County, Texas, from which a 1/2" iron rod found for the most northerly northwest corner of the aforesaid 98.20 acre tract bears South 69° 31' 37" West - 1012.44'; THENCE South 17° 11' 36" East - 514.29' along the line of the aforesaid Boundary Line Agreement, to a 1/2" iron rod with cap stamped "PATE" set for the southeast corner of the Therein described tract; THENCE South 69° 08' 34" West - 160.87' to a 1/2" iron rod with cap stamped "PATE" for the Point of Curvature of a curve to the right having a radius of 20.00 and a central angle of 90° 23' 03"; THENCE alongsaid curve to the right in a northwesterly direction an arc distance of 31.55' to a 12" iron rod with cap stamped "PATE" for the end of curve in the east line of Village Drive 65' right-of-way recorded under document 200900546'5 in the Official Public Records of Williamson County, Texas; THENCE North 20° 28' 23" West - 494.53' along the east line of said Village Drive to a 1/2" iron rod with cap stamped "PATE", in the south line of aforesaid University Boulevard and the northwest corner of the herein described tract; THENCE North 69° 31' 37" East - 210.42' along the south line of said University Boulevard to the POINT OF BEGINNING of the herein described tract and containing 2.307 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Original Issue Date: November 17, 2009 Job No. 1135-012-09-520 PRELIMINARY- this document shall not be recorded for any purpose Certification Date November 17, 2009 THIS LEGAL DESCRIPTION IS ISSUED AS "PART TWO", IN CONJUNCTION WITH THE LAND SURVEY BY PATE SURVEYORS LAST CERTIFIED NOVEMBER 17, 2009. REFERENCE IS HEREBY MADE TO THAT SURVEY AS "PART ONE". r 12> D `H zN Droir CO {'• O m r 71' , C.07/ o mM A e c C • PARCEL 2 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 6.06 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 6.06 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a '/z" iron rod found with a Baker-Aicklen cap in the southerly right-of- way ight-o£way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast comer of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas, from which a %s" iron rod with Bernhardt cap found for a northwest comer of said 98.20 acre tract, common to a point in the south line of said University Boulevard bears South 69°31'37" West, a distance of 1012.44' THENCE, South 17°11'36" East, a distance of 546.86', with said common line to a point for a corner; THENCE, South 69°08'34" West, a distance of 211.64', crossing said 98.20 acre tract to the POINT OF BEGINNING of the herein described tract THENCE, over and across said 98.20 acre tract the following seven (7) courses and distances; 1. South 20°28'23" East, a distance of 50.79' to the point of curvature of a curve to the right having a Delta angle of 35°24'43", and a radius of 500.50'; 2. Along said curve to the right a Chord Bearing of South 02°46'02" East, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 3. South 14°56'20" West, a distance of 226,78' to the point of curvature of a curve to the left having a Delta angle of 0l°01'37", and a radius of 760.00'; Page 2 of 2 4. Along said curve to the left a Chord Bearing of South 14°25'31" West, a Chord Distance of 13.62', and an Arc Distance of 13.62'to the end of curve; 5. South 69°08'34" West, a distance of 334.85' to a point for a corner; 6. North 20°51'26" West, a distance of 535.24' to a point for a corner; 7. North 69°08'34" East, a distance of 570.23' to the POINT OF BEGINNING of the tract herein described and containing 6.06 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, III, TRUSTEE TO AVERY RANCH COMPANY. LTD. DOCUMENT NO. 2002071336 0.P.R.W.C.T. C 0 1[i N 69°08'34" E • al T'i 0 r1 CU Li 0 LJ Q C(4) 0 A4 c9, 4, IL m zE>< ui 1 W w z Z 0 WAN a a� Q u. °S zg „ ag R D s a t ° g co ig- I i N K o a2�0 $ o ^ >v AIfil 6 .J L O [ti ,i+2'9£9 dl ,.98,TS.08 M • 2 RADIAL BEARING 1- 0 z w J 0 Ir 0 0 0 (D M m 0 Q O 1 U w N O (D N O V) 2 !— O z w 0 M ai O r) N (D M 0 ce O 0 0 a O co N w 0 z F– N 1.11 r') 0 O 0 0 0 DISTANCE - N O Ln 226.78' co 4 Ni Ir) 546.86' (0 r N 1012.44' BEARING 3 „CZ.9Z.OZ S a N cD I) L0 f (1) S 69'08'34" W w cD p') .— t' U) S 69'08'34" W M „42, 6 C.69 S w z J : �— NJ `421 J to J cD J W cg 0 W z z N W a ; (5 o§S z L 5 C rere a z g Q 8 d ce 1 1 go g 5 / tqC § o a • PARCEL 3 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 8.83 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 8.83 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a %a" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County, Texas common to an westerly corner of said 98.20 acre tract; THENCE North 20°51'26" West, a distance of 25.00' with the said common easterly right-of- way line of Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following nine (9) courses and distances; 1. North 69°08'34" East, a distance of 178.19' to a point for a corner; 2. South 20°51'26" East, a distance of 535.24' to a point for a corner; 3. North 69°08'34" East, a distance of 334.85'to a point on a curve to the left having a Delta angle of 15°10'10", a radius of 760.00', and frorn which point the radius bears South 76°05'17" East; 4. Along said curve to the left a Chord Bearing of South 06°19'38" West, a Chord Distance of 200.63', and an Arc Distance of 201,21' to the end of the curve herein described; 5. South 01°15'27" East, a distance of 365.94' to the point of curvature of a curve to the left, having a Delta Angle of 24°19'29", a Radius of 460.00'; 6. Along said curve to the left a Chord Bearing of South 13°25'12" East, a Chord Distance of 193.83', and an Arc Distance of 195.29' to the end of the curve herein described; 7. South 64°25'04" West, a distance of 60.54'to the point of curvature of a curve to the right, having a Delta angle of 42°03'32", and a radius of 400.00'; Page 2 of 3 8. Along said curve to the right a Chord Bearing of South 85°26'50" West, a Chord Distance of 287.08 ', and an Arc Distance of 293.63' to the end of the curve herein described; 9. North 73°31'24" West, a distance of 42.31' to a point in the easterly right-of-way line of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a point in the westerly line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following sixteen (16) courses and distances; 1. North 16°28'36" East, a distance of 30.00' to a'/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 17°18'04" East, a Delta Angle of 83°12'07", and a radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 31°05'53" West, a Chord Distance of 26.56', and an Arc Distance of 29.04' to a %2" iron rod with Baker-Aicklen cap found for the reverse curvature of a curve to the left from which the radius bears North 79°45'02" West, a Delta Angle of 31°01'07", and a Radius of 435.63; 3. With said curve to the left a Chord Bearing of North 05015135" West, a Chord Distance of 232.97', and an Arc Distance of 235.84' to a %2" iron rod with RJE&S cap found for the reverse curvature of a curve to the right from which the radius bears North 68°54'55" East, a Delta Angle of 89°19'49", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 23°34'50" East, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a V2" iron rod with RJE&S cap found for the end of the curve herein described; 5. North 20°53'54" West, a distance of 50.00' to a %z" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°03'23" West, a Delta Angle of 89°15'21", and a Radius of 20.00'; 6. With said curve to the right a Chord Bearing of North 65°25'42" West, a Chord Distance of 28.10', and an Arc Distance of 31.16' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 7. North 20°55'08" West, a distance of 159.96' to a %2" iron rod with Baker-Aicklen cap found for the point of curvature of a curve to the right from which the radius bears North 69°02'56" East, a Delta Angle of 90°26'12", and a Radius of 20.00'; 8. With said curve to the right a Chord Bearing of North 24°16'02" East, a Chord Distance of 28.39', and an Arc Distance of 31.57' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 9. North 20°55'24" West, a distance of 49.85' to a '/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°53'51" West, a Delta Angle of 91°15'25", and a Radius of 20.00'; Page 3 of 3 10. With said curve to the right a Chord Bearing of North 65°16'08" West, a Chord Distance of 28.59', and an Arc Distance of 31.85' to a /z" iron rod with RJE&S cap found for the end of the curve herein described; 11. North 20°50'46" West, a distance of 199.64' to a %x" iron rod found for the point of curvature of a curve to the right passing at 119.53', the north line of said STONEY BROOK SECTION 5 and the south line of said REPLAT OF STONEY BROOK SECTION 3A, from which the radius bears North 68°32'21" East, a Delta Angle of 90°21' 12", and a Radius of 20.00'; 12. With said curve to the right a Chord Bearing of North 23°42'56" East, a Chord Distance of 28.37', and an Arc Distance of 31.54' to a found %1" iron rod for the end of the curve herein described; 13. North 20°54'28" West, a distance of 49.84' to a '/2" iron rod found for the point of curvature of a curve to the right, from which the radius bears North 20°18'26" West, a Delta Angle of 89°19'14", and a Radius of 20.00'; 14. With said curve to the right a Chord Bearing of North 65°38'49" West, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a '/2" iron rod found for the end of the curve herein described; 15. North 20°53'44" West, a distance of 199.92' to a 'A" iron rod found for the point of curvature of a curve to the right from which the radius bears North 68°55' 12" East, a Delta Angle of 90°29'23", and a Radius of 20.00'; 16. With said curve to the right a Chord Bearing of North 24°09'54" East, a Chord Distance of 28.41', and an Arc Distance of 31.59' to the POINT OF BEGINNING of the herein described tract and containing 8.83 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 /it/ /46-5 Neil Hines, IEP.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. SATELLITE VIEW REPLAT OF STONEY BROOK SECTION THREE "A" LORSON LOOP o aGti4 SANDY BROOK DRIVE 1 <ED' RO.WJ CAH. 0. SL. 318-319 SYMBOL LEGEND O FOUND I/2- IRON ROD UNLESS OTHERWISE NOTED Q CONTROLLING MONUMENT • CALCULATED POINT STONEY BROOK SECTION 5 03 5 SANDY BROOK DRIVE C60' R.0 VJ CAB. Y. SL. 184 P.R.W.C.T. Loop G L2 IRON ROD CND. 1/2 1. RODS WITH RJEIS CAP W FNA 3/2 I. ROD VITH RJELS CAP FNA 1/2 I. ROD WITH ILA CAP a S 20.51'26" E 98.20 ACRES THE STATE OF TEXAS TO S88 HOLDINGS. LP. DOC. No. 2008021486 0.P.R.W.C.T. 0' 200' 400' 600' I � � N 69°08'34" E 334.85' PARCEL 3 OFFICE 8.83 ACRES FNA 1/2 I. RODS WITH RJELS CAP no. 1/2 I. RODS VITH RJELS CAP FNA 1/2 I. ROD WITH ILA CAP 98.20 ACRES THE STATE OF TEXAS TO S88 HOLDINGS. LP. DOC. No. 2008021486 0.P.R.W.C.T. ABBREVIATION TABLE FNR P.D.C. P.0.8. COC 0.P.R.W.C.T. O'R.W.C.T, P.R.W.C.T. R.O.YL VOL PG N0. FOUND PONT OF COMMENCEMENT PONT OF BEGINNING DOCUMENT OFFICIAL PROPERTY RECORDS OF W4IIAMSON COUNTY. TEXAS OFFICIAL RECORDS OF WILUAMSON COUNTY. TEXAS PLAT RECORDS OF WILUAMSON COUNTY. TEXAS RIGHT OF WAY VOLUME PAGE NUMBER L3 W 98.20 ACRES THE STATE OF TEXAS TO S88 HOLDINGS. LP. DOC. No. 2008021486 0.P.R.W.C.T. PAGE 1 OF 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 CaPBal of Taw Nay' SM. 35040•0% 134 76?7I•PNS1264D0L004W1a7400/04•.+".pe4 0com UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L. EAVES SURVEY, A-215 WLUAMSON COUNTY, TEXAS DRAWN: R.G APPNOVED FOY ISSUE: a.Li /wndl' ORIGINAL I ORIGINAL ISSUE DATE: 09/09/08 I SCALE JOB NO.: 1135-012-00—A800 1'"200' CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'10'10" 760.00' 201.21' S 06'19'38" W 200.63' S 76'05'17" E C2 24'19'29" 460.00' • 195.29' S 13'25'12" E 193.83' 50.00' C3 42'03'32" 400.00' 293.63' S 85'26'50" W 287.08' L9 C4 83'12'07" 20.00' 29.04' N 31'05'53" W 26.56' N 1718'04" E C5 31'01'07" 435.63' 235.84' N 05'15'35" W 232.97' C6 89'19'49" 20.00' 31.18' N 23'34'50" E 28.12' C7 89'15'21" 20.00' 31.16' N 65'25'42" W 28.10' N 20'03'23" W C8 90'26'12" 20.00' 31.57' N 24'16'02" E 28.39' N 69'02'56" E C9 91'15'25" 20.00' 31.85' N 65'16'08" W 28.59' N 20'53'51" W C10 90'21'12" 20.00' 31.54' N 23'42'56" E 28,37' N 68'32'21" E C11 89'191 4" 20.00' 31.18' N 65'38'49" W 28.12' N 20' 18'26" W C12 90'29'23" 20.00' 31.59' N 24'09'54" E 28.40' N 68'55'12" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' L2 N 69'08'34" E 178.19' L3 S 64'25'04" W 60.54' L4 N 73'31'24" W 42.31' L5 N 16'28'36" E 30.00' L6 N 20'53'54" W 50.00' L7 N 20'55'08" W 159.96' L8 N 20'55'24" W 49.85' L9 N 20'50'46" W 199.64' L10 N 20'54'28" W 49.84' L11 N 20'53'44" W 199.92' PAGE 2 OF 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Coital ot Texas Myr.. Sle. 339•AwILi. 13 78731 •Phi133100600•ie4S133400W4-wr-0olunp.com UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL. 3 ABEL L EAVES SURVEY, A-215 WLLUAMSON COUNTY, TEXAS ORA9?t R.G. ORIGINAL ORIGINAL ' = 200' of SSUE: ISSUE DATE 09/09/08 SCALE A/�!4VFO/'7-°/4741/V: JOB NO.: 1135-012-00-A800 PARCEL 4 ZONING EXHIBIT METES ANI) BOUNDS DESCRIPTION OF 5.07 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 5.07 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO, 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED 1N DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a %i" iron rod found with a Baker-Aicklen cap in the southerly right-of- way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE, South 17°11'36" East, a distance of 546.86', with said common line to the POINT OF BEGINNING of the tract herein described; THENCE, South 17°11'36" East, a distance of 704.88', continuing with the line common to the west line of said Avery Ranch Company tract and the east line of said 98.20 acre tract, also common to said Boundary Line Agreement; THENCE, over and across said 98.20 acre tract the following six (6) courses and distances; 1. South 69°3700" West, a distance of 488.40' to a point on a curve to the right having a Delta angle of 15'02'51", a radius of 760.00', and from which point the radius bears North 89°53'29" East; 2. Along said curve to the right a Chord Bearing of North 07°24'55" East, a Chord Distance of 199.02', and an Arc Distance of 199.60'to the end of curve; 3. North I4°5620" East, a distance of 226.78' to a point on a curve to the left having a Delta angle of 35°24'43", and a radius of 500.50'; Page 2 of 2 4. Along said curve to the left a Chord Bearing of North 02°46'02" West, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 5. North 20°28'23" West, a distance of 50.79' to a point for a corner; 6. North 69°08'34" East, a distance of 211.64', to the POINT OF BEGINNING of the herein described tract and containing 5.07 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 L Neil Hines, R.'.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'02'51" 760.00' 199.60' N 07'24'55" E 199.02' N 89'53'29" E C2 35'24'43" 500.50' 309.34' N 02'46'02" W 304.44' • UNIVERSITY BLVD (R.O.V. VARIES) (0.325 ACRES) VOL. 1712, PG. 789 DR,V.C.T. (CHANDLER ROAD,) (COUNTY ROAD NO, 114) V1PO.C.L RDD TN ILA CAP BOUNDARY UNE AGREEMENT VOL. 958 PC. 772 P.O.B. 98.20 ACRES THE STATE OF TEXAS TO S88 HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. s'et BALL PARCEL 4 PUBLIC FACILRIEB/MULTI—FAMMLIY 5.07 ACRES S 69'37'00" W 488.40' 9 98.20 ACRES THE STATE OF TEXAS TO S88 HOLDINGS. LP. DOC. No. 2008021486 0.P.R.W.C.T. SYMBOL LEGEND ® FOUND 1/2 IRON ROD UNLESS OTNERIRSE NOTED CONTROLLING MONUMENT • CALCULATED POINT LINE BEARING DISTANCE Li N 14'56'20" E 226.78' 1.2 N 20'26'23" W 50.79' L3 N 69'08'34" E 211.64' L4 S 17'11'36" E 546.86' L5 S 171 1'36" E 636.50' TPU. 1/0 1. ROD co 83 Ea TRACT I 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, 111, TRUSTEE TO AVERY RANCH COMPANY. LTD. DOCUMENT NO. 2082071336 0.P.R.W.C.T. 200' 400' 600' NM NE I MN N 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, IB. TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 0.P.R.W.C.T. ABBREVATION TABLE O.R.YLC.T. P.R.W.C.T. R.O.W. VOL PG. FOUND POINT OF COMMENCEMENT POINT OF BEGINNING DOCUMENT OFfTCIAL PROPERTY RECORDS OF %%LIAMSON COUNTY, TEXAS OFFICIAL RECORDS OF WILUAMSCN COUNTY, TEXAS PLAT RECORDS OF V4LLIANSON COUNTY. TEXAS RIGHT OF WAY VOLUME PACE NO. NUMBER PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS. INC. 760i C44.1.1 a1 Tom 131.31* 3504441M. 10 76731 •P0512.3400600.30512.3400604. m.Deimm cna UNIVERSITY VILLAGE ZONING EXHIBIT 5.07 ACRES PARCEL 4 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.C. V 14 /YD' S Pp, ISSUE ORIGINAL ORIGINAL ISSUE DATE: 09/09/08 SCALE JOB NO.: 1135-012-00—A800 1' a 200' PARCEL 5 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 25.82 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 25.82 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS; ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a %2" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of LAKESIDE SUBDIVISON SECTION ONE according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 104.68', to the point of curvature of a curve to the right, having a delta angle of 89°58'58", a radius of 20.00'; 2. Along said curve to the right a Chord Bearing of North 23°45'49" East, a Chord Distance of 28.28', and an Arc Distance of 31.41', and from which point a'/" iron rod with a G&R cap found bears North 54°26'06" West, a distance of 0.15'; 3. North 21°13'40" West, a distance of 50.00' to a point for a corner from which point a '/2" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13'; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following fifteen (15) courses and distances; 1. North 68°46'20' 2. North 23°29'29' 3. North 10°00'09' 4. North 35°49'52' 5. North 01°35'24' 6. North 34°37'03' 7. North 19°41'25" ' East, a distance of 267.53' to a point for a corner; ' West, a distance of 40.69' to a point for a comer; ' West, a distance of 220.99' to a point for a corner; ' West, a distance of 144.22' to a point for a corner; ' West, a distance of 109.71' to a point for a corner; ' West, a distance of 54.37' to a point for a corner; East, a distance of 107.41' to a point for a corner; Page 2 of 3 8. North 28°44'31" West, a distance of 85.74' to a point for a corner; 9. North 04°09'46" East, a distance of 71.11' to a point for a corner; 10. North 36°09'23" West, a distance of 33.20' to a point for a corner; 11. North 87°07'02" West, a distance of 95.91' to a point for a corner; 12. North 01°36'55" West, a distance of 125.69' to a point for a corner; 13. North 80°10'39" West, a distance of 116.52' to a point for a corner; 14. South 51°28'34" West, a distance of 118.98' to a point for a corner; 15. South 62°45'36" West, a distance of 211.40' to a point for a corner in the said easterly right-of- way line Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, the following two (2) courses and distances; 1. North 47°24'09" West, a distance of 125.825' to the point of curvature of a curve to the right, having a delta angle of 12°28'44", a radius of 333.33', and from which point the radius bears North 42°33'43" East; 2. Along said curve to the right a Chord Bearing of North 41°11'55" West, a Chord Distance of 72.45', and an Arc Distance of 72.60'to the end of curve; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following twelve (12) courses and distances; 1. North 85°06' 10" East, a distance of 177.08' to a point for a corner; 2. North 13°29'24" East, a distance of 60.37' to a point for a corner; 3. North 22°24'55" East, a distance of 178.02' to a point for a corner, 4. North 48°55'09" East, a distance of 270.00' to a point for a corner, 5. North 65°42'42" East, a distance of 377.25' to the point of curvature of a curve to the right, having a delta angle of 17°42'57", a radius of 807.50', and from which point the radius bears South 47°00' 15" West; 6. Along said curve to the right a Chord Bearing of South 34°08' 16" East, a Chord Distance of 248.69', and an Arc Distance of 249.68'to the end of curve herein described; 7. South 25°16'47" East, a distance of 158.10' to a point for a corner; 8. South 32°38'44" East, a distance of 98.86' to a point for a corner; 9. South 24°08'21" East, a distance of 221.02' to a point for a corner; 10. South 40°41'37" East, a distance of 275.54' to a point for a corner; Page 3 of 3 11. South 44°13'33" East, a distance of 188.80' to a point for a corner; 12. South 67°41'30" East, a distance of 99.05' to a point in the south line of said 98.20 acre tract, common to a point in a northwesterly line of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE with the said common line of 98.20 acre tract, 1200.19 acre tract, and boundary line agreement, the following two (2) courses and distances; 1. South 71°47'06" West, a distance of 53.98' to'A" iron rod found for an easterly corner of the said 98.20 acre tract; 2. South 11°26'34" East, a distance of 360.66' to rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of' Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of said 1200.19 acre tract and the most southeasterly corner of the tract herein described; THENCE South 68°46'33" West, a distance of 1026.21' with the line common to the south line of said 98.20 acre tract and the north line of said LAKESIDE SUBDIVISION SECTION FOUR and the north line of said LAKESIDE SUBDIVISON SECTION ONE to the POINT OF BEGINNING of the herein described tract and containing 25.82 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Aht W.Lits Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. \ \ / STONEY BROOK SECTION 6 14.513 ACRES CAB. Y SL. 323 DOC. NO. 2004032889 0.P.R.W.C.T. BANDY BROOK DRNE (60' RA.W.) CAB. R. SL. 343-364 PR.V.C.T. fQUND V2 WON ROO Wen GAR CAP BEARS s 3721'33_W 0.72' L21 L17 L23 L22 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. C3 6 L15 L14 L13 L1 LI 1 L10 L9 L8 PARCEL 5 OPEN SPACE 25.82 ACRES 98.20 ACRES L7 THE STATE OF TEXAS TO SB8 HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. L6 S L5 L4 L3 .4_STORM WATER DR NAGE EASEMENT -- —IC` .NO. 200005791 BOUMMAr1/2' 2RON ROD WAX OAR 0.P.R.W.CT.VOLD7 0 . 771 1 Lr\-rNO CA► 80as N S428oeWo.10A.r2R.i�o - 1 1 \ , 1 , 1 LA$ES188 SUBDIVISiON'L32—LAKESIDB SUBDIVISIO 11 I L- J SECTION 1 FINAL PIAT 1 I - SECTION 4 FINAL PLA' I I CAB. R SL.189-190 1 1 cAa X t X- — �,,, P.RW.0 T. 124 125 126 L27 I I P. LW.C.T. O FOUND 1/2' IRON ROD UNLESS OTHERWISE NOTED Q CONTROLLING MONUMENT • CALCULATED POINT AD8 IAT10N TABLE FND. FOUND P.O.C. POINT OF COMMENCEMENT P.0.8. POINT CF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF Y8LLLAMSON COUNTY, TEXAS O.R.W.C.T. OFFICIAL RECORDS OF WAlIAMSON COUNTY: TEXAS P.R.W.C.T. PLAT RECORDS OF WILUAMSON COUNTY. TEXAS R.O.W. RICHT OF WAY VOL. VOLUME PC. PAGE N0. NUMBER 0' 300' • w 1 r L28 L29 BOUNDARY UNE AMMO WL 9158 PO. 772 L31 TRACT 1 3200.19 ACRES RESUME CHARLES NEEONAN AWRY, 111, TRUSTEE TO AVERY RANCH COMPANY, LTD. FWD. RM.DOCUMENT NO. 2002071336 Rao sPu 0.P.R.W.C.T. 600' 900' i I ti ii PAGE 1 QF 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 CopIto1 of Tem. Nay. Ste. 330•A Ale. TX 787324115723408600•01=6123400804•eWrr.Peteeeyeom UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL 5 ABEL L. EAVES SURVEY, A-215 WIL IAMSON COUNTY, TEXAS DRA191 R.C. rEp‘f�� ORIGINAL ORIGINAL 15511E DATE: 09/09/0 SCALE JOB NO.: 1135-012-00-A800 1' =300' CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'58'58" 20.00' 31.41' N 23'45'49" E 28.28' N 23'29'29" W C2 12'28'44" 333.33' 72.60' N 41'11'55" W 72.45' N 42'33'43" E C3 17'42'57" 807.50' 249.68' S 34'08'16" E 248.69' S 47'00'15" W LINE BEARING DISTANCE L1 N 21'13'40" W 104.68' L2 N 21'13'40" W 50.00' L3 N 68'46'20" E 267.53' 1.4 N 23'29'29" W 40.69' 1.5 N 10'00'09" W 220.99' L6 N 35'49'52" W 144.22' L7 N 01'35'24" W 109.71' L8 N 34'37'03" W 54.37' L9 N 19'41'25" E 107.41' L10 N 28'44'31" W 85.74' L 1 1 N 04'09'46" E 71.11' L12 N 36'09'23" W 33.20' 113 N 87'07'02" W 95.91' L14 N 01'36'55" W 125.69' L15 N 80'10'39" W 116.52' L16 S 51'28'34" W 118.98' L17 S 62'45'36" W 211.40' 118 N 47'24'09" W 125.85' L19 N 85'06'10" E 177.08' 1.20 N 13'29'24" E 60.37' 121 N 22'24'55" E 178.02' L22 N 48'55'09" E 270.00' 1.23 N 65'42'42" E 377.25' L24 S 25'16'47" E 158.10' L25 S 32'38'44" E 98.86' L26 S 24'06'21" E 221.02' L27 S 40'41 '37" E 275.54' 128 S 44'13'33" E 188.80' L29 S 67'41'30" E 99.05' L30 S 71'47'06" W 53.98' L31 S 11'26'34" E 360.66' 132 S 68'46'33" W 1026.21' PAGE 2 OF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Ceplisi w Tent Hwy.. Sle. 330405Ie. 7x 78731•Pb3 0490$Wia3I2 400604•vrrwuub0.sem UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL. 5 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWN: R.G. ORIGINAL I ORONAL ,' ISSUE DATE: 09/0D/08 SCALE et JOB NO.: 1135-012-00-A800 PARCEL 6 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 7.80 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 7.80 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a h" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of Lakeside Subdivision Section I Final Plat according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas and from which a rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, Ill Trustee of the Exemption Equivalent Trust to Aveiy Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; bears North 68°46'33" East, a distance of 1026.21'; THENCE North 21°13'40" West, a distance of 194.68', to the POINT OF BEGINNING of the tract herein described in the east right-of-way line of said Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract from which point a %" iron rod with a G&R cap found bears North 20° 17'07" West, a distance of 0.15'; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 699.42' to the point of curvature of a curve to the left, having a Delta Angle of 26°11'07", a Radius of 480.98' and from which point a W' iron rod with G&R cap found bears North 63°06'54" East, a distance of 0.17'; 2. Along said curve to the left a Chord Bearing of North 34°19'15" West, a Chord Distance of 217.91', and an Arc Distance of 219.82' to a 1/2" iron rod found for the end of the curve herein described; 3. North 47°24'09" West, a distance of 49.24' to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following sixteen (16) courses and distances; Page 2 of 2 1, North 62°45'36' 2. North 51°28'34' 3. South 80°10'39' 4. South 01°36'55' 5. South 87°07'02' 6. South 36°09'23" 7. South 04°09'46" 8. South 28°44'31" 9. South 19°41'25" ' East, a distance of 211.40' to a point for a corner; ' East, a distance of 118.98' to a point for a corner, ' East, a distance of 116.52' to a point for a corner; ' East, a distance of 125.69' to a point for a corner; ' East, a distance of 95.91' to a point for a corner; East, a distance of 33.20' to a point for a corner; West, a distance of 71.11' to a point for a corner; East, a distance of 85.74' to a point for a corner, West, a distance of 107.41' to a point for a corner; 10. South 34°37'03" East, a distance of 54.37' to a point for a corner; 11. South 01°35'24" East, a distance of 109.71' to a point for a corner; 12. South 35°49'52" East, a distance of 144.22' to a point for a corner; 13. South 10°00'09" East, a distance of 220.99' to a point for a corner; 14. South 23°29'29" East, a distance of 40.69' to a point for a corner; 15. South 68°46'20" West, a distance of 267.53' from which point a 1/2" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13', to the point of curvature of a curve to the right, having a Delta Angle of 89°58'58", a Radius of 20.00', and from which point the radius bears North 21°12'38" West; 16. Along said curve to the right a Chord Bearing of North 66°13'09" West, a Chord Distance of 28.28', and an Arc Distance of 31.41' to the POINT OF BEGINNING of the herein described tract and containing 7.80 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Ak/..(a 4465" Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. / 1 0 STONEY BROOK SECTION 8 SANDY BROOK DRNE (60' L W.) CAB. Y. EL. 323-32t P.013. FOUND 1/2' MON ROD WAN GAR CAP WAS N 70'17,07' Ft 0.13' /"y FOUND 1/7' IRON ROD WM OAA 1�+ �(jwi/, CAP RMS 5 3i27'SS' W 0.13' UI ► L16 61 r O ch 0 61 z F0002 1/2' IRON A00 WM GAR CAP BEARS N 630644• E 0.17' PARCEL 6 TOWNHOUSE 7.80 ACRES 1-1 ze r 98.20 ACRES THE STATE OF TEXAS TO SBB HOLDINGS, LP. DOC. Na. 2008021486 O.P.R.W.C.T. 1 TRACT 1 1200.19 ACRES RESUME CHARLES NEEDHAM AVERY, I0, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 0.P.R.W.C. T. - — —i BOUNDARY UNE AGREEMENT stave WATER DRAW= EA&EIAEN� r VOL. 958 PG. 772 - I DOC. N0. 2000053391 O.R.W.C.T. O.PR.W.C.T. _ {{ ' t 1 L18 / FND. RNL T T — I I I 1 F-. - - .4 - , - - ,. _ ROAD SPD(E 1'` I__I__-f -- Whit I ! +LAKESIDE SUBDIVISION 1' LAKESIDE SUBDIVISION „ 1 ,. I „ / i j SECTION 1 F]NAL PLAT I SECTION 4 FINAL PLAT j 3 - f L ... L J L ± — L CA P.RSL1 T. 100 ' I 4 ' P.RW.G.T5_2 L __I ._. — • / 1II 11[/.44 IMP h - ' J / 0' NAtto v u 200' E MI = MI NM 1 400' 600' f' !!1 PAGE 1 DE 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. )001 Cont& AN T.Ro, Nry Sp. 35O•Aw2M1 TR 7$7314NSIT.3400(004•4124400604•uryto}RRROsw. UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTi', TEXAS DRAWN: R.O. D Fqr ISSUE: arlAaV JOB NO.: 1138-012-00—A800 0O(aNALCAu = 200, ISSUE DATE: 08/08/08 SCALE CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING Ci 26'11'07" 480.98' 219.82' N 3419'15" W 217.91' S 80'10'39" E C2 89'58'58" 20.00' _ 31.41' N 66' 13'09" W 28.28' N 21'12'38" W LINE BEARING DISTANCE L1 N 4724'09" W 49.24' L2 N 62'45'36" E 211.40' 1.3 N 51'28'34" E 118.98' 14 S 80'10'39" E 116.52' L5 S 01'36'55" E 125.69' L6 S 8707'02" E 95.91' L7 S 36'09'23" E 33.20' 18 S 04'09'46" W 71.11' L9 S 28'44'31" E 85.74' 110 S 19'41=25" W 107.41' L11 S 34'37'03" E 54.37' L12 S 01'35'24" E 109.71' 113 S 35'49'52" E 144.22' L14 S 10'00'09" E 220.99' 115 S 23'29'29" E 40.69' 116 S 68'46'20" W 267.53' L17 N 21'13'40" W 194.68' L18 N 68'46'33" E 1026.21' SYMBOL MEND 0 FOUND 1/2' IRON R00 UNLESS OTHERYfSE NOTED A CONTROLLING MONUMENT • CALCULATED POINT ABBREVIATION TABLE ENO. FOUND P.O.C. POINT OF COMYENCELIENT P.O.B. POINT OF BEGINNING DOC DOCUMENT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF IHLUAMStN COUNTY. TEXAS O.R.W.C.T. OFFICIAL RECORDS OF YALUAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF NILUAMSON COUNTY. TEXAS R.O.W. RMGRT OF WAY VOL. VOLUME PD. PAGE N0. NUMBER PAGE 2 DF 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7801 Cap8o1 of Taos IIs1, $%& S60NAssUN. 7X 7a7it•FASIS41008004a412J400604•rw.,ayop,,om, UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAWL R.C. DISSUE: Or/ ONCINAL I ORIGINAL ISSUE DATE: 09/09/08 I SCALE JOB NO.: 1135-012-00—A800 ,= 200' PARCEL 7 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF '7.38 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 21S WILLIAMSON COUNTY, TEXAS 7.38 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR. THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a %2" iron rod with RJE&S cap found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a westerly corner of said 98.20 acre tract; THENCE North 16°28'36" East, a distance of 30.00' with the said common easterly right-of- way line Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following ten (10) courses and distances; 1. South 73°31'24" East, a distance of 42.31' to the point of curvature of a curve to the left, having a Delta Angle of 42°03'32", and a Radius of 400.00'; 2. Along said curve to the left a Chord Bearing of North 85026'50" East, a Chord Distance of 287.08', and an Arc Distance of 293.63' to the end of the curve herein described; 3. North 64°25'04" East, a distance of 28.04' to the point of curvature of a curve to the left, having a Delta Angle of 24°42'07", a Radius of 492.50', and from which point the radius bears North 64°25'04" East; 4. Along said curve to the left a Chord Bearing of South 37°56'00" East, a Chord Distance of 210.69', and an Arc Distance of 212.33' to the point of reverse curvature of a curve to the right, having a Delta angle of 07°17'19", and a Radius of 807.50'; 5. Along said curve to the right a Chord Bearing of South 46°38'24" East, a Chord Distance of 102.65', and an Arc Distance of 102.72 ' to the end of the curve herein described; 6. South 65°42'42" West, a distance of 377.25' to a point for a corner; 7. South 48°55'09" West, a distance of 270.00' to a point for a corner; 8. South 22°24'55" West, a distance of 178.02' to a point for a corner; 9. South 13°29'24" West, a distance of 60.37' to a point for a corner; Page2of2 10. South 85°06'10" West, a distance of 177.08' to a point on a curve to the right in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas, common to a point in the west line of said 98.20 acre tract, having a Delta angle of 66°37'02", a Radius of 333.33, and from which point the radius bears North 55°0276" East; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following four (4) courses and distances; 1. Along said curve to the right a Chord Bearing of North 01°39'02" West, a Chord Distance of 366.10', and an Arc Distance of 387.56' to a 'H' iron rod with Baker-Aicklen cap found, passing at an arc distance of 201.00' the north line of said STONEY BROOK SECTION 6, common to the south line of STONEY BROOK SECTION 4 according to the plat thereof recorded in Cabinet R, Slides 363-364, in the Plat Records of Williamson County, Texas; 2. North 31°4172" East, a distance of 374.48', to a 'A" iron rod with Baker-Aicklen cap found, passing at 270.96' the north line of said STONEY BROOK SECTION 4, common to the south line of said STONEY BROOK SECTION 5, for the point of curvature of a curve to the left, having a Delta angle of 08°52'48", a radius of 435.63' and from which point the radius bears North 58°15'35" West; 3, Along said curve to the left a Chord Bearing of North 27°18'01" East, a Chord Distance of 67.385', and an Arc Distance of 67.52' to a' 'A" iron rod with a RJE& S cap found for the point of reverse curvature of a curve to the right, having a Delta angle of 83°12'35", and a Radius of 20.00'; 4. Along said curve to the right a Chord Bearing of North 64°27'58" East, a Chord Distance of 26.56', and an Arc Distance of 29.05' to the POINT OF BEGINNING of the herein described tract and containing 7.38 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 es' Neil Hines, R.P.L.S. No, 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. STONEY BROOK SECTION b / y1 9e.20 ACRES C6 THE STATE OF TEXAS TO ,s• Gg P.O.B. o. DS021HOLDI86GS. O. QP9,�. DOC_ No. 2008021486 O.P.R.W.C_7. FND. 1/2 I. RODS WITH RJELS CAP \ FND. 1/2 I. ROD trr \ WITH $6A CAP f STONEY BROOK SECTION 4 olb N PpJ'+.e',•'` rJ1G PARCEL 7 OFFICE TOWNHOUSE 7.38 ACRES FND. 1/2 i. ROD ® WITH $8A CAP Y S 65'42'42" W ca a3'77.25' 155 p9" PAGE 1 OF 2 PATE SURVEYORS "' '1 98.20 ACRES A DIVISION OF PATE ENGINEERS, INC. CAB. Y$l. 323-324 STONEY BROOK SECTION 8 y THE STATE OF TEXAS Teoi 0MWd N Tema n.y.,sa.350'&Wjk Tz 75731•vAs121MOOM-Fea512.3W60O• 0can CA �J ' P.R.>A QT. 02 HOLDINGS.TO l P. UNIVERSITY VILLAGE ZONING EXHIBIT DOC, No.o. 2 2009N021O21486 O.P.R.W.C.T. 5 7.38 ACRES PARCEL 7 0' 100' 200' 300' ABEL L. EAVES SURVEY, A-215 85os,1 p., �` W LLIAMSON COUNTY,TEXAS I77 08. 1P ORAIArI: R.G. ORIGNiAI ORftAL VED F ISAJE Imx DAiE: 09/09/08 sc" JOB NO.:. 1135-012-00—A800 RADIAL BEARING I N 64'25'04" E u ID N N 0 ril0 z M „SC,S l .9S N CHORD LENGTH 287.08' 210.69' L 102.65' Q r O M 67.45' 13 to N LCHORD BEARING N 85'26'50" E S 37'56'00" E S 46'38'24" E N O O) M 0 Z Li O CO r' N Z N 64'27'58" E ARC LENGTH c0MN tti O. -O N N r 387.56' -- LO0 � cO 0) a 400.00' 492.50' in co M rn M 435.63' 0° O O N DELTA ANGLE S Nh•a)N MO. M N o .t Nd'f•-•tA d' N -- !", O O t--. M t0 08'52'48" 83'12'35" CURVE 0 0 0 00 co 0 W 0 Z 0 O O 0 M N d• 0 O N N O c0 Z co Lil c0 N) co CO Z am (n w Z J J J 1 g s ®a• m zE N Z Z Z o �/ W N 1:44 W L! •� .11 yaiq PAGE 2 ❑E 1 cim8PZ. r O.2 C: a a 3 3 � o METES AND BOUNDS DESCRIPTION OF 0.0269 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS ALL THAT CERTAIN 0.0269 ACRE TRACT OF LAND OUT OF STONEY BROOK SECTION 5, ACCORDING TO THE PLAT THEREOF RECORDED IN CAB. Y SL. 184, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS, BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a Y2" iron rod found in the easterly right-of-way line of Sandy Brook Drive 60' right-of- way, common to a point in the west line of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP. recorded under Document No. 2008021486 in the Official Public Records of Williamson County, Texas, for the point of curvature of a non -tangent curve to the left having a Delta Angle of 91°15'25", a radius of 20.00' and from which the radius bears North 70°21'34" East, and from which a W' iron rod found for the northeast corner of said Stoney Brook Section 5 plat, common to the southeast corner of the Replat of Stoney Brook Section Three "A" according to the plat thereof recorded under Cab. 0, SI. 318-319 in the Plat records of Williamson County, Texas bears North 20°S0'46" East, a distance of 119.53' THENCE Along said curve the left in a southeasterly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.85', to a Y2" iron rod found with RJE&S cap for the end of curve; THENCE South 20°55'24" East with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, a distance of 49.85' to a ''A" iron rod found with RJE&S cap for the point of curvature of a curve to the left, having a Delta Angle of 90°26'12", a radius of 20.00' and from which the radius bears South 20°30'52" East; THENCE Along said curve the left in a southerly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.57', to a 'z" iron rod found with Baker-Aicklen cap for the end of curve; THENCE North 20°49'26" West, a distance of 90.31' to the POINT OF BEGINNING of the herein described tract and containing 0.0269 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-07-S510 die, £ 4' Certification Date May 7, 2009 () z w CO J 0 M O N z W N O 0 1- z J 0 O 0 0) 10 CO 0) CD z w 03 0 0 0 w 0 (0 to N N O CO (/) z J 0 N 0 r117) N 0 cc 0 O O 0 O 0 N w J O z J W 0 to (N: 10 0) (0 N O 0) 0: 0 0 N 0 W 0 z 0 u) 03 of eh M O 0) 0) O z 03 w z J w in 10 0 N J c0 N 0) 0 N z N J (0 V' O tel 0 N z M J N O 0 y 0� W O N 0 ZJ 2 0 i i i i co —j r• ma 0 PC/4) z 01 gW X 03 3 5 VI )-- aN 01 J WOWL 10 141 0 OoO ^/ W U m 1 C.24 vOQOo0 n ~„5. wy 0 n ., J Q £ is 3 .. rnN • 'ZOco Ls � a. Q W > 0 s M0 �� O W � � �� 1 V)0 ♦�� Z' diJ ti 4.1 Flo g W� 1.1 to 5 1 as C a ff - aQ W ,, % W W c5�=- N� a Z.) t---_ CY a J aH U W) Q \\\\\\ ? ) N J '1'J'Nel'd b81 '1S 'A 'HY3 <111Th ,09) 3/11tia NOO88 kaNds TONIA LOOP BAKER- AICKLEN 0 0 z W 2 0 z W N w <0 (1, R.J.E. & S. 4- Z m0 0ai 0 METES AND BOUNDS DESCRIPTION OF 0.0267 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS ALL OF THAT CERTAIN 0.0267 ACRE TRACT OF LAND OUT OF THE REPLAT OF STONEY BROOK SECTION THREE "A", ACCORDING TO THE PLAT THEREOF RECORDED IN CAB. 0 SL. 318-319, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS, BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a'' 'A" iron rod found in the easterly right-of-way line of Sandy Brook Drive 60' right-of- way, common to a point in the west line of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, 1..P. recorded under Document No. 2008021486 in the Official Public Records of Williamson County, Texas, for the point of curvature of a non -tangent curve to the left having a Delta Angle of 89°19'14", a radius of 20.00', and from which the radius bears North 69°00'48" East; THENCE Along said curve the left in a southeasterly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.18', to a ''/i" iron rod found for the end of curve; THENCE South 20°54'28" East with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, a distance of 49.84' to a /2" iron rod found for the point of curvature of a non - tangent curve to the left, having a Delta Angle of 90°21'12", a radius of 20.00' and from which the radius bears South 21°06'28" East; THENCE Along said curve the left in a southerly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.54', to a'A" iron rod found for the end of curve, and from which a ''/s" iron rod found for the southeast corner of said Replat of Stoney Brook Section Three "A", common to the northeast corner of the Stoney Brook Section 5 according to the plat thereof recorded under Cab. Y, SI. 184 in the Plat Records of Williamson County, Texas bears South 20°50'46" East, a distance of 80.11' THENCE North 20°49' 10" West, a distance of 90.00' to the POINT OF BEGINNING of the herein described tract and containing 0.0267 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-07-S510 May 7, 2009 0 z w J O 0: Lu D O 0 0) O z w O O H z w J 0 O 2 0 CCi N cci N z EE w m 0 0 2 0 w co V) to N N VI F- z w 0 0: M N 0 O O O O O N w J z 1- -1 w 0 0) Cr) co N 0 0) 0: 0 0 N U w 0 z 0 co of 0 O 0 0) 0 co O z EE UJ CO w N 0 N V) 0 0) 0 N z w 0 st O 0 N Ln w Z J J N J to 's o Z61 ,0 �zE _ cri di gUj - ›"I L.,1 7 — .il h 0 cg c>� un �w J Wcn >OEm z 1 , ,. < �� JN T/1 0. 0 F5 N z O ww (-Dv' j08 Li 1 CC 8;w Fewy os, Z UO ZOO • ��0 • w Q�ooN3 �y § _> Fiiin (' -- 00aizd • Z W - 06v) O)w my [/� 0 � ICE a 1 oi s\\ J 13M21d 61£-8t£ 1S '0 'fitly CM'0'21 ,09) 3ni1:1a )IOOas AaNes i LORSON LOOP i i O 1 1 O.P.R.' i i i i STONEY BROOK SECTION METES AND BOUNDS DESCRIPTION OF 0.0266 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS ALL OF THAT CERTAIN 0.0266 ACRE TRACT OF LAND OUT OF STONEY BROOK SECTION 5, ACCORDING TO THE PLAT THEREOF RECORDED IN CAB. Y SL.184, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS, BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a 1/2" iron rod found with RJE&S cap in the easterly right-of-way line of Sandy Brook Drive 60' right-of-way, common to a point in the west line of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP, recorded under Document No. 2008021486 in the Official Public Records of Williamson County, Texas, for the point of curvature of a non -tangent curve to the left having a Delta Angle of 89°15'21", a radius of 20.00' and from which the radius bears North 69°11'58" East, and from which a '/2" iron rod found in the northeast corner of said Stoney Brook Section 5 plat, common to the southeast of the Replat of Stoney Brook Section Three "A" according to the plat thereof recorded under Cab. 0, SI. 318-319 in the Plat records of Williamson County, Texas bears North 20°52'20" West, a distance of 369.80' THENCE along said curve the left in a southeasterly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.16', to a %2" iron rod found with RJE&S cap for the end of curve; THENCE South 20°53'54" East with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, a distance of 50.00' to a '/2" iron rod found with RJE&S cap for the point of curvature of a curve to the left, having a Delta Angle of 89°19'49", a radius of 20.00' and from which the radius bears South 21°45'16" East; THENCE along said curve the left in a southerly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.18', to a %2" iron rod found with RJE&S cap for the end of curve; THENCE North 20°54'05" West, a distance of 90.09' to the POINT OF BEGINNING of the herein described tract and containing 0.0266 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-07-S510 GiG i,y erti if c on Date May 7, 2009 z w m J 0 w co u-) c0 z w c0 in z w J 0 0 0 O N 0 z m 0 0 2 U w N 0 'a N7 M N 2 z w —J U t0 M 0 d' O 0 d N O 0 d W J z H J W 0 N in 0) co 0) 0) co U U U) 0 T aniaa >100as AaNvs _ j____+___ U) U z 0 O O O 0) 0 d0 co co 0i cn U z W N O N 1.0 0 ;n 0 N z N ;n O N z z J J N -J M -J < CO Nt. W �▪ N O CC 000 QWp-N • 0 < ~ J N 0 Oa 0&) =zd 0) m (no J U N CZW Z c9) o� di E mi VA h a/ =1 LU 0 5 p.,<- W >=atm 1 i. 5- J cO O n aU- sy00 3 .- 0.6u) Z o 80069 0 ME n 4§ 0 z E!5 m 3 cS $ ij i 0 Cl) 0 NI 0 ...I JOB NO.: 0 N ` paa J &" N �tl '1'�•r,•a•d 1,81 'is' A' S v c CM'0'21 .09) STONEY BROOK SECTION 1 1 0 z Z _ O K N p < W z W• W ZZ f!I Lt 0< J ZZ 2.2 O x 0 V La 01 f4 z �i Wcz g z 1 §imz<88 zsa cci —I E U m ZS U 0 O.P.R. R.J.E. Satellite View University Boulevard -Porte! la Sub -Parcel 1b PARCEL 1 COMMERCIAL 12.56 ACRES Sub -Parcel 1c s p PARCEL 7 OFFICE / TOWNHOUSE 7.38 ACRES PARCEL 6 TOWNHOUSE 7.80 ACRES PARCEL 5 OPEN SPACE 25.82 ACRES • 1 • • • • 111 • PARCEL 4 UBLIC FACILITIES MULTI -FAMILY 5.07 ACRES 1 • ACC ACCFSS DRIVE • 1 UNIVERSITY VILLAGE ROUND ROCK, TX Land Use Schedule EXHIBIT B Commercial Office Public Fac. / MF Open Space Townhouse Office/Townhouse Total 18.62 Ac. 8.91 Ac. 5.07 Ac. 25.82 Ac. 7.80 Ac 7.38 Ac. 73.60 Ac. PUD EXHIBIT - B Revised November 17, 2009 300 150 0 SCALE 1" = 300' 300 EXHIBIT „p„ UNIVERSITY VILLAGE < TRAFFIC IMPACT ANALYSIS > EXECUTIVE SUMMARY The proposed University Village development is located on the southeast corner of Sandy Brook Drive and University Boulevard in Round Rock, Texas, as shown in Figure 1. The proposed development is planned to be built in two phases. Phase 1 of the University Village development will consist of 100 dwelling units of apartments, 193,400 square feet of general office building, 111,100 square feet of shopping center, 5,000 square feet of high turnover (sit-down) restaurant, and 5,000 square feet of drive-in bank. Phase 1 is anticipated to be completed by 2010. Phase 2 of the development will consist of 91 dwelling units of residential condo/townhouse and 66,200 square feet of general office building to be completed by 2012. In addition, the traffic generated by the proposed Austin Community College (ACC) development was considered in this study. The developer is in discussions with ACC for ACC to acquire 25 acres of the University Village tract. To account for this potential future use, it was assumed that a portion of the ACC trips would be attributed to the University Village development. The remainder of the trips generated by ACC were included as background traffic. As shown in Figure 1, the site is bounded by University Boulevard on the north and by Sandy Brook Drive on the west. Access to the site is proposed via four driveways on Sandy Brook Drive and three proposed new roadways, as shown in Figure 2, Trip Generation Based on recommendations and data contained in the Institute of Transportation Engineers (ITE) Trip Generation, the proposed project will generate approximately 12,028 unadjusted daily trips upon build -out of Phase 1 and an additional 3,322 unadjusted daily trips upon HDfliWHM Transportation Engineering 1 completion of Phase 2, for 15,350 total trips. Table 1 provides a detailed summary of traffic production, which is directly related to the assumed land use plan. Table 1. Summary of Unadjusted Daily and Peak Hour Trip Generation Proposed Land Use Size (SF) 24-hour Two-way Volume AM Peak Hour PM Peak Hour Enter Exit Enter Exit Phase 1 Apartments 100 DU 672 10 41 40 22 General Office Building 193,406 SF 2,217 280 38 50 245 Shopping Center 111,078 SF 7,271 102 65 322 349 High Turnover Restaurant 5,000 SF 636 30 28 33 21 Drive-in Bank 5,000 SF 1,232 35 27 114 114 Total (Phase 1) 12,028 457 199 559 751 Phase 2 Jr./Community College 600 Students 1,759 182 40 182 102 Residential Condo/Townhouse 91 DU 592 8 40 37 18 General Office Building 66,211 SF 971 119 16 17 82 Total (Phase 2) 3,322 309 96 236 202 Total (Phase 1 + Phase 2) 15,350 766 295 795 953 Assumptions 1. Based on Texas Department of Transportation (TxDOT) traffic maps, a five percent annual growth rate was assumed for this project, except on Sandy Brook Drive. Development along Sandy Brook Drive is built -out, therefore no growth rate was applied to this roadway. 2. The following pass -by reductions were assumed for the project based on recommendations and data contained in the Institute of Transportation Engineers' (ITE) Trip Generation, 7th Edition: HDRIWHM Transportation Engineering 2 AM Peak PM Peak Shopping Center 24 percent 34 percent High Turnover Restaurant 33 percent 43 percent Drive-in Bank 37 percent 47 percent 3. An internal capture reduction of 10 percent was assumed for the proposed project for any land uses that provide internal circulation during both the AM and PM peak periods. 4. A transit reduction of 10 percent was assumed for the site trips generated by the residential land -use to account for the residents who would walk, bike, or take public transportation to Texas State University, ACC, Seton Hospital, and other local developments. Transportation System Description A.W. Grimes Boulevard — The City of Round Rock Transportation Master Plan (Ref. 1) currently classifies A.W. Grimes Boulevard as a two-lane minor arterial roadway from Westinghouse Road (CR 111) to CR 112 and recommends this roadway be upgraded to a four -lane divided major arterial by 2010. The year 2005 TxDOT traffic volume on A.W. Grimes Boulevard near University Boulevard was approximately 4,799 vehicles per day (vpd). University Boulevard — The City of Round Rock Transportation Master Plan currently classifies University Boulevard as a four -lane major divided arterial with a center left -turn lane between IH 35 and A.W. Grimes Boulevard. The City of Round Rock Master Transportation Plan recommends upgrading University Boulevard to a six -lane major arterial between IH 35 and A.W. Grimes Boulevard and a four -lane major arterial between A.W. Grimes Boulevard and CR 110 by 2020. 24-hour tube counts conducted in 2008 show that the ADT on University Boulevard is 11,900 vpd and 10,800 vpd east and west of Sandy Brook Drive, respectively. Sunrise Road — The City of Round Rock Transportation Master Plan currently classifies Sunrise Road as a four -lane major divided arterial roadway from University Boulevard to Old Settler's Boulevard. There are no plans to upgrade this roadway at this time. 24-hour traffic HDRIWHM Transportation Engineering 3 data is not available on this roadway, however based on turning movement counts (TMC's) conducted in 2008, 5,200 vpd are estimated on Sunrise Road, south of University Boulevard. CR 112 — CR 112 is currently a two-lane undivided roadway that curves northward to intersect with University Boulevard between A.W. Grimes Boulevard and Sunrise Road. CR 112 was opened to the public in September 2005. CR 112 widens to a four lane divided roadway with a raised median near the intersection of University Boulevard. The City of Round Rock Transportation Master Plan recommends upgrading CR 112 to a four -lane divided major arterial between University Boulevard and A.W. Grimes Boulevard by 2010. 24-hour tube counts conducted in 2008 show that the ADT on CR 112 is 1,100 vpd, south of University Boulevard. Sandy Brook Drive — Sandy Brook Drive is a two lane undivided minor collector in the vicinity of the project site. There are no plans to upgrade Sandy Brook Drive at this time. 24-hour tube counts conducted in 2008 show that the ADT on Sandy Brook Drive is 1,500 vpd, south of University Boulevard. Seton Parkway — The City of Round Rock Transportation Master Plan classifies Seton Parkway as a four -lane divided major arterial between University Boulevard (CR 114) and CR 112. Seton Parkway (previously known as Arterial T under Seton Hospital TIA) was designed and constructed under a cost participation agreement between City of Round Rock, Seton Medical Center Williamson, Texas State University, and Avery Ranch Company Ltd, and is currently a two-lane undivided roadway. Based on the construction schedule contained in the agreement, it was assumed that Seton Parkway will be widened to a four -lane divided section by 2010. Thus, this improvement was assumed under 2012 forecasted traffic conditions (without site traffic). 24-hour traffic data is not available on this roadway, however based on turning movement counts (TMC's) conducted in 2008, 2,100 vpd are estimated on Seton Parkway, south of University Boulevard. HDRIWHM Transportation Engineering 4 Traffic Analysis The impact of the proposed development on existing area intersections was analyzed. Three (3) time periods and five (5) travel conditions were evaluated: • 2008 Existing Conditions • 2010 Forecasted Conditions • 2010 Phase 1 Site plus Forecasted Conditions • 2012 Forecasted Conditions • 2012 Phase 2 Site plus Forecasted Conditions Intersection Level of Service The traffic impact analysis (TIA) analyzed twelve intersections, none of which are currently signalized. The results are summarized in Table 2. The build -out condition level of service (LOS) assumed that all roadway and intersection improvements recommended in the TIA are constructed. Table 2. Intersection Leve! of Service Intersection 2008 Existing 2010 Forecasted 2010 Phase 1 Site + Forecasted 2012 Forecasted* 2012 Phase 2 Site + Forecasted* AM PM AM PM AM PM AM PM AM PM A.W. Grimes Boulevard and University Boulevard BF DD D D DIF** D/F** DIF** DIF** Sunrise Road and University Boulevard BF CC C D C DC D CR 112 and University Boulevard A A A A A A BBB C Sandy Brook Drive and University Boulevard A A A A A B A . B B B Seton Parkway and University Boulevard A A AB A CB DB D Sandy Brook Drive and Driveway A - - - - -- - - A A Sandy Brook Drive and Driveway B - - - - -- - - A A Sandy Brook Drive and Driveway C - - - - A A A A A A Sandy Brook Drive and Roadway H - - - - - - - - A A Sandy Brook Drive and Lorson LpfDrwy D A A A A A A A A A A Sandy Brook Drive and Satellite Vw/Rdwy E A A A A A A A A A A Roadway F and University Boulevard - - - - A A A A A A CR 112 and Roadway G - - - A A A A A C orecasted traffic conditions include Phase 1 site traffic ** Analyzed with/without proposed widening of A.W. Grimes Boulevard HDRIWHM Transportation Engineering Recommendations Sandy Brook Drive — Currently Sandy Brook Drive is a two lane undivided minor collector in the vicinity of the project site. As part of this development this roadway will be widened to a 40 foot cross-section for its entire length along the project site. This widening will be completed in 3 segments. Segment S-1, from University Boulevard to Roadway EIG, will be constructed upon first final plat approved. Segment S-2, from Roadway EIG to Roadway H, will be constructed upon first final plat approved for Parcel 3. Segment S-3, from Roadway H to the southem property line, will be constructed upon first plat for Parcels 6 or 7. Roadway EIG — Roadway EIG will be constructed upon first plat approved for Parcels 1, 2, 3, or 4. This roadway will be a two lane local non-residential roadway with a right-of-way (ROW) width of 65 feet. Roadway E will align with Satellite View on the west and will continue to the east where it will terminate at the eastern property line under the reference name Roadway G. Roadway G is planned to be extended in the future to intersect with CR 112. It was assumed this extension will be complete by the 2010 buildout of Phase 1 as part of the development of the neighboring site. Roadway F — Roadway F will be constructed in segments throughout the development of the site and will serve as one of the main access points for the University Village development. Segment F-1, from University Boulevard to Roadway EIG, will be constructed upon first plat approved for Parcel 1. Segment F-2, from Roadway EIG to Roadway H, will be completed upon first final plat for Parcels 2, 3, or 4. Segment F-3, from Roadway H to the southern property line, will be completed upon first plat for Parcel 4 and is planned to be extended beyond the project site in the future to provide access to/from CR 112. This extension was assumed to be complete by the 2012 buildout of Phase 2. Roadway F will be a two lane local collector (with parking) with a ROW width of 65 feet and will intersect Roadway EIG, comprising the major approaches at this intersection. Roadway H -- Roadway H will be constructed upon first plat for Parcels 3 or 7 of the site and will primarily serve as an access point to the office/townhouse land -use. This roadway will be HDRIWHM Transportation Engineering 6 a two lane local non-residential roadway with a ROW width of 65 feet. Roadway H will intersect with Sandy Brook Drive between Parcels 3 and 7 and will continue to the east where it will intersect with Roadway F. A.W. Grimes Boulevard and University Boulevard — This intersection currently operates at LOS B and F under 2008 existing traffic conditions during the AM and PM peak periods, respectively. Based on discussions with Williamson County, the County has plans to install a traffic signal at the intersection of A.W. Grimes Boulevard and University Boulevard when it is warranted. installation of a traffic signal is recommended for 2010 forecasted traffic conditions (without site traffic). Assuming this improvement, this intersection will operate at LOS D under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of Phase 1 site traffic this intersection will continue to operate at LOS D during both the AM and PM peak periods. TxDOT has plans to widen A.W. Grimes Boulevard to a four -lane divided arterial from US 79 to Westinghouse Road/CR 111. As per the request of the City of Round Rock, this intersection was analyzed for two scenarios - with and without the proposed widening of A.W. Grimes Boulevard by the year 2012. Without the proposed widening along A.W. Grimes Boulevard, this intersection will operate at LOS F under 2012 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods, assuming the construction of left -turn lanes on the northbound and southbound approaches of A.W. Grimes Boulevard to provide a left -turn lane and one through/right lane on each approach. With the addition of site traffic this intersection will continue to operate at LOS F during both the AM and PM peak periods. Assuming the proposed widening along A.W. Grimes Boulevard is completed, the intersection will operate at LOS D under 2012 forecasted traffic conditions (without site traffic) during both HDRIWHM Transportation Engineering the AM and PM peak periods. The following intersection improvements are assumed as part of the widening project: 1. Construction of left -turn lanes for the northbound and southbound approaches on A.W. Grimes Boulevard. These approaches would each provide one left -turn lane, one through lane, and one through/right-turn shared lane With the addition of site traffic this intersection will continue to operate at LOS D during both the AM and PM peak periods. Sunrise Road and University Boulevard — This intersection currently operates at LOS B and F under 2008 existing traffic conditions during the AM and PM peak periods, respectively. Based on information from the City of Round Rock, a traffic signal is currently planned for installation at this intersection. The following additional intersection improvements are recommended at this intersection as part of the University Sunrise Subdivision and Chandler Creek developments: 1. Re -stripe the northbound approach to provide two left -turn lanes and one through/right shared lane. 2. Stripe the southbound approach to provide one left -turn lane and one through/right shared lane. 3. Optimize signal timing and phasing. The above mentioned improvements were assumed to be completed for 2010 forecasted traffic conditions (without site traffic). This intersection will operate at LOS C under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of site traffic, this intersection will operate at LOS C and D during the AM and PM peak periods, respectively. As part of the Chandler Creek development, an eastbound right -turn deceleration lane was recommended at this intersection. This improvement is necessary for 2012 forecasted traffic HDRIWHM Transportation Engineering 8 conditions (without site traffic). Assuming this improvement, this intersection will operate at LOS C and 0 under 2012 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will continue to operate at LOS C and 0 during the AM and PM peak periods, respectively. CR 112 and University Boulevard - This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. This intersection will continue to operate at LOS A under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of site traffic this intersection will continue to operate at LOS A during both the AM and PM peak periods. This intersection will operate at LOS F during both the AM and PM peak periods for 2012 forecasted traffic conditions (without site traffic), if continued to operate unsignalized. However, assuming the installation of a traffic signal, the intersection will operate at LOS B under 2012 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. The traffic signal should be installed when warrants are met in the field. With the addition of site traffic this intersection will operate at LOS B and C during the AM and PM peak periods, respectively. No additional improvements are recommended at this intersection during Phase 2. Sandy Brook Drive and University Boulevard — This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. This intersection will continue to operate at LOS A under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of site traffic this intersection will operate at LOS A and B during the AM and PM peak periods, respectively, assuming the following improvements: 1. Construction of an additional northbound lane between University Boulevard and Roadway B. HDRIIWHM Transportation Engineering g 2. Installation of a traffic signal when warrants are met in the field. This intersection will continue to operate at LOS A and B under 2012 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will operate at LOS B during the AM and PM peak periods, respectively. Satan Parkway and University Boulevard - This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. The University Commons development, on the north side of University Boulevard, will have a driveway on University Boulevard that will align with Seton Parkway. This driveway was assumed to be constructed by 2010. This intersection will operate at LOS A and B under 2010 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will operate at LOS A and C during the AM and PM peak periods, respectively. As part of the Seton Hospital development, installation of a traffic signal when warrants are met in the field was recommended at this intersection. This improvement is necessary under 2012 forecasted traffic conditions (without site traffic). Assuming this improvement, this intersection will operate at LOS B and D under 2012 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will continue to operate at LOS B and D during the AM and PM peak periods, respectively. No additional improvements are recommended at this intersection during Phase 2. Sandy Brook Drive and Driveway A -- Driveway A will be constructed upon buildout of Parcel 6 and will serve exclusively as an access point to the townhouse land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2012 site plus forecasted traffic conditions. Per Table 5-2 of the City of Round Rock Transportation Criteria Manual (TCM), Driveway A should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane, and should be constructed along Sandy Brook Drive HDRIWHM Transportation Engineering 10 between the north and south property lines of the townhouse land use. The driveway location will be determined in the field at the time of site permitting. Sandy Brook Drive and Driveway B — Driveway B will be constructed upon buildout of Parcel 7 and will serve exclusively as an access point to the office/townhouse land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2012 site plus forecasted traffic conditions. Per Table 5-2 of the City of Round Rock TCM, Driveway B should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane, and should be constructed along Sandy Brook Drive between the north and south property lines of the office/townhouse land -use. The driveway location will be determined in the field at the time of site permitting. Sandy Brook Drive and Roadway H — Roadway H will be constructed upon first plat for Parcels 3 or 7 of the site and will serve as an access point to the office/townhouse land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2012 site plus forecasted traffic conditions, assuming the striping of a left -turn bay on the westbound approach of Roadway H. Sandy Brook Drive and Driveway C — Driveway C will be constructed upon buildout of Parcel 3 and will serve exclusively as an access point to the office land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 traffic conditions, both with and without the addition of site traffic. Per Table 5-2 of the City of Round Rock TCM, Driveway C should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane. The driveway location will be determined in the field at the time of site permitting. Sandy Brook Drive and Lorson Loop/Driveway D — This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under HDRIWHM Transportation Engineering 11 2009 forecasted traffic conditions. Driveway D will be constructed upon buildout of Parcel 3, and be aligned with Lorson Loop to the west. It will primarily serve as an access point to the office land -use. This intersection will continue operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will continue to operate at LOS A during both the AM and PM peak periods. Per Table 5-2 of the City of Round Rock TCM, Driveway D should be.constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane. Sandy Brook Drive and Satellite View/Roadway E — This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2009 forecasted traffic conditions. Roadway E will be constructed upon first plat approved for Parcels 1, 2, 3, or 4, and be aligned with Satellite View to the west. It will primarily serve as an internal roadway serving the site. The intersection of Sandy Brook Drive and Satellite View/Roadway E will continue to operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions, assuming the stripping of a left -turn bay on the westbound approach of Roadway E. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will continue to operate at LOS A during both the AM and PM peak periods. Roadway F and University Boulevard — Roadway F will be constructed in segments throughout the development of the site and will serve as one of the main access points for the University Village development. The intersection of Roadway F and University Boulevard will operate at HDRIWHM Transportation Engineering 12 LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will continue to operate at LOS A during both the AM and PM peak periods. CR 112 and Roadway G — Roadway G will be constructed upon buildout of Parcel 1 and will primarily serve as an access point to the office/retail and apartment land -uses. The intersection of CR 112 and Roadway G will operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will operate at LOS A and C during the AM and PM peak periods, respectively. The intersection improvements discussed above are summarized in Table 3. HDRIWHM Transportation Engineering 13 Table 3. Intersection/Roadway Recommended Improvements Phase (Responsibility) Percent Contribution** A.W. Grimes Boulevard - Widen to a four -lane divided roadway with turn lanes and median breaks. - 2012 Forecasted without site traffic. (TxDOT) 0% Sandy Brook Drive - Widen to a 40 foot cross-section for entire length along the University Village development. This wideningshould be constructed in three segments, with Segment S-1 from University Blvd. to Roadway E/G, Segment S-2 from Roadway E/G to Roadway H, and Segment S-3 from Roadway H to the southern property line. . Segment S-1 under 2010 Site plus Forecasted conditions and Segments S-2 and S-3 under 2012 Site plus Forecasted conditions. (University Village developer) 100% (to be constructed upon first final plat approved for Segment S-1, upon first final plat approved for Parcel 3 for Segment S-2, and upon first plat for Parcels 6 or 7 for Segment S-3) Roadway E/G - Construct two-lane roadway with a ROW width of 65 ft from Sandy Brook Drive to the east property line. Upon development of Parcel 1, (University Village developer) 100% (to be constructed upon first plat approved for Parcels 1, 2, 3, or 4) Roadway F - Construct two-lane roadway with a ROW width of 65 ft from University Boulevard to the south property line. This roadway will be constructed in segments with Segment F-1 running between University Boulevard and Roadway EIG, Segment F-2 continuing south to Roadway H, and Segment F-3 continuing south to the southern property line. - Segment F-1 upon development of Parcel 1, Segment F-2 upon first development of Parcels 2, 3, or 4, and Segment F-3 upon development of Parcel 4. (University Village developer) 100% (to be constructed upon first plat approved for Parcel 1 for Segment F-1, first final plat for Parcels 2, 3, or 4 for Segment F-2, and first plat f Parcelr 4 for Segmoent F-3) Roadway H - Construct two-lane roadway with a ROW width of 65 ft from Sandyof Brook Drive to Roadway F. - m Upon first development nt Parcel 3 or 7. (University Village developer) ° 100% (to be constructed upon first plat for Parcels 3 or 7) A.W. Grimes Boulevard and University Boulevard* - Install traffic signal. - 2010 Forecasted without site traffic. (TxDOT/County) 0% - Construction of left -turn lanes on the northbound and southbound approaches of A.W. Grimes. - 2012 Forecasted without site traffic. (TxDOT/County/City); Incorporate into widening project. (County and City assistance for ROW and Utilities only). 0% Sunrise Road and University Boulevard - Install traffic signal. - 2010 Forecasted without site traffic. (City of Round Rock) 0% HDRIWHM Transportation Engineering 14 HDRIWHM Transportation Engineering 15 - Re -stripe the northbound approach to provide two left -turn lanes and one through/right shared lane. - 2010 Forecas#ed without site traffic, (Chandler Creek developer) 0% - Construct an eastbound right -turn deceleration lane. - 2012 Forecasted without site traffic, (City of Round Rock and University Sunrise developer) 0% • Stripe the southbound approach to provide one left -turn lane and one through/right-turn shared lane: 2010 Forecasted without site traffic. (Chandler Creek developer) 0% CR 112 and University Boulevard - Install traffic signal. - 2012 Forecasted without site traffic. (City of Round Rock/ Seton HospitaV University Village developer) 11 % (to be posted upon first plat approved for Parcels 2, 3, or 4) Sandy Brook Drive and University Boulevard - Install traffic signal - 2010 Site plus Forecasted conditions. (City of Round Rock and University Village developer) 21 % (to be posted upon first plat approved for Parcel 1) Seton Parkway and University Boulevard - Install traffic signal. - 2012 Forecasted without site traffic. (City of Round Rock, Seton Hospital developer, and University Village developer) 10% (to be posted upon first plat approved for Parcels 2, 3, or 4) Sandy Brook Drive and Driveway A - Construct drivewaywith one outbound lane and one inbound lane. - 2012 Site plus Forecasted conditions, (University Village6) developer) ° 100 /o (to be constructed u upon buildout of Parcel Sandy Brook Drive and Driveway B - Construct drivewaywith one outbound lane and one inbound lane. - 2012 Site plus Forecasted conditions. (University Village developer) ° 100 /o (to be constructed upon buildout of Parcel 7) • Sandy Brook Drive andn Driveway C - Construct drivewaywith one outbound lane and one inbound lane. • 2010 Site plus Forecasted conditions. (University Village developer) 100% (to be constructed upon buildout of Parcel 3) Sandy Brook Drive and Lorson Loop/Driveway D p y - Construct drivewaywith one outbound lane and one inbound lane. • 2010 Site plus Forecasted conditions. (University Village developer) ° 100 /° (to be constructed upon buildout of Parcel 3) HDRIWHM Transportation Engineering 15 FIGURE 1 AREA LOCATION MAP LEGEND PHASE 1 = PHASE 2 O = SITE DRIVEWAY } 500 250 0 500 SCALE 1" = 500' FIGURE 2 CONCEPTUAL SITE PLAN Side walk 8' Parallel Parking 12' Travel Lane 1OCampus Village Drive North of Satellite View with On Street Parking 65' 12' Travel Lane 8' Parallel Parking ' --6'—/ Side walk ROW Side walk 12' 12'— Travel Travel Lane Lane 65' ROW @Campus Village Drive North of Satellite View Without On Street Parking Side walk '-4'-/ /--8' ' 12' 1 12' Side Parallel Travel Travel walk Parking Lane Lane 65' ROW 2Campus Village Drive South of Satellite View 8' Parallel Parking f-4'-/ Side walk Sidewalk '---8' ' 12' Parallel Travel Parking Lane ()Satellite View 65' 12'—'-4'-' /-4'-/ Travel Bike Side Lane Lane walk ROW /-4'-1 - 15' Side Travel walk Lane ® Zodiac Lane 50' 15' Travel Lane —4'—,, Side walk ROW EXHIBIT E„ University Village EXHIBIT - E Revised Round Rock, TX Street Sections November 17, 2009 • ♦♦ ♦ ♦ ♦ ♦. •♦ • • Street Phming Legend UNIVERSITY VILLAGE ROUND ROCK, TX Street Phasing Exhibit F /// II Ea rdj 52. 10.1 10.2.1 10.2.2 10.2.3 10.3.1 10.3.2 10.4.1 10.5.1 10.5.2 anoaO V Me 111 600Z 's Jago;30 C Z D G x > 73 y X 2 m Eli -‹ < 0 Dr r ✓ a 0 m 0 0 0 X CD CD Sandy Brook Dr. • 1 o o CT 1 0 V1 N X _ 0 N W coI co <`° ie CT Ca .°Z cQ (D 1 x - - - - — — 0 o Q Q • co 0 Q 0 0 0 0 z 0, V Z 0 2 12, Campus Village Dr. N ND I N / � QN VI O • C 5•'0 N V 1 cn .3"eO i.,. _.i O oa a�� m� a� • o Q �`° c• o(D �°n 1 x • (D o g a` (D 1 oQ • a y� O 7 1 EXHIBIT H f0 DATE: January 21, 2010 SUBJECT: City Council Meeting —January 28, 2010 ITEM: 9A3. Consider an ordinance adopting Amendment No. 2 of the Planned Unit Development Zoning District No. 83, University Village, 73.60 acres of land, to modify land use and development standards for commercial, office and townhouse districts and to provide for a revised phasing of roadways. (First Reading) Department: Staff Person: Justification: Planning and Community Development Jim Stendebach, Planning and Community Development Director The 73.52 acre PUD No. 83 zoning district was approved by the Council on October 23, 2008. The PUD allows for limited commercial, office, townhouse, multi -family or post -secondary educational facilities and open space. The area remains undeveloped. The proposed amendment provides several changes to the land uses and development standards to more closely match market conditions, while remaining consistent with much of the development concept of the original PUD. The primary changes include: • The commercial and office parcel (Parcel 1) along University Boulevard has been divided into four separate development areas (Parcels 1-a, 1-b, 1-c and 1-d) • Drive-through restaurants are permitted only on the interior development area (Parcel 1-c), separated from the neighborhood along Sandy Brook Drive by Parcels 1-a and 1-b. • Building heights are limited to one and two stories for the development area along Sandy Brook Drive (Parcels 1-a and 1-b) • Assisted living, senior congregate care and nursing homes are added as allowed uses on the interior development area (Parcel 1-c), due to the proximity to the Seton and Texas A&M medical facilities • The build -to lines along University Boulevard and Campus Village Drive have been eliminated in favor of standard building setbacks (Parcels 1-c and 1-d) • Six foot sidewalks and standard site landscaping will be required around all four of the commercial and office parcels • Assisted living, senior congregate care and nursing homes are added as allowed uses on Parcel 4 • The compatibility requirements for the adjacent neighborhood along Sandy Brook Drive remain unchanged • The timing of the dedication and construction of Sandy Brook Drive, Satellite View Drive, Zodiac Land and Campus Village Drive will be triggered by development of different portions of the PUD area - CONTINUED ON NEXT PAGE - Strategic Plan Relevance: N/A Funding: Cost: N/A Source of funds: N/A Outside Resources: N/A Public Comment: Public notice was posted and a public hearing held in accordance with the City of Round Rock's Zoning Ordinance at the Planning and Zoning Commission meeting on December 16, 2009. RECORDED DOCUMENT FOLLOWS THE STATE OF TEXAS COUNTY OF WILLIAMSON * CITY OF ROUND ROCK * II 11 i 11 111 MI ORD 97 PGS 2010015474 I, SARA L. WHITE, City Secretary of the City of Round Rock, Texas, do hereby certify that I am the custodian of the public records maintained by the City of Round Rock and the attached is a true and correct copy of Ordinance No. Z -10-01-28-9A3 which approves Amendment No. 2 to the Planned Unit Development (PUD) No. 83. This ordinance was approved and adopted by the Round Rock City Council at a regular meeting held on 28th day of January and is recorded in the City Council Minute Book 58. CERTIFIED by my hand and seal of the City of Round Rock, Texas on this 12th day of March, 2010. SARA L. WHITE, City Secretary ORDINANCE NO. - 1O V [ ?1' A3 AN ORDINANCE AMENDING ORDINANCE NO. Z -08-10-23-11B7, ADOPTED BY THE CITY COUNCIL OF ROUND ROCK, TEXAS, ON OCTOBER 23, 2008, BY AMENDING THE DEVELOPMENT PLAN OF PUD NO. 83, APPROVED BY THE CITY COUNCIL IN SAID ORDINANCE, PROVIDING FOR A SAVINGS CLAUSE AND REPEALING CONFLICTING ORDINANCES OR RESOLUTIONS. WHEREAS, on October 23, 2008, the City Council of the City of Round Rock, Texas, adopted Ordinance No. Z -08-10-23-11B7, which established PUD No. 83, and WHEREAS, an application has been made to the City Council of the City of Round Rock, Texas, to amend the Development Plan of PUD No. 83, and WHEREAS, the Planning and Zoning Commission held a public hearing concerning the requested amendment to Ordinance No. Z -08-10-23-11B7 on the 16th day of December, 2009, following lawful publication of said public hearing, and WHEREAS, after considering the public testimony received at such hearing, the Planning and Zoning Commission has recommended that Ordinance No. Z -08-10-23-11B7 be amended, and WHEREAS, on the 28th day of January, 2010, after proper notification, the City Council held a public hearing on the requested amendment to Ordinance No. Z -08-10-23-11B7, and WHEREAS, the City Council determined that the requested amendment to Ordinance No. Z -08-10-23-11B7 promotes the health, safety, morals and general welfare of the community, and WHEREAS, each and every requirement set forth in Chapter 211, Sub -Chapter A., Texas Local Government Code, and Section 11.300, Code of Ordinances, 1990 Edition, City of Round Rock, 0:\wdox\SCclnts\0112\1005\MUNICIPAL\00180809.130c/rmc Texas concerning public notices, hearings, and other procedural matters has been fully complied with, Now Therefore BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK, TEXAS: I. That the City Council hereby determines that the proposed amendment to Planned Unit Development (PUD) District 483 meets the following goals and objectives: (1) The amendment to P.U.D. 483 is equal to or superior to development that would occur under the standard ordinance requirements. (2) The amendment to P.U.D. #83 is in harmony with the general purposes, goals, objectives and standards of the General Plan. (3) The amendment to P.U.D. #83 does not have an undue adverse effect on adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety and general welfare. II. That the Development Plan of PUD No. 83, as approved in Ordinance No. Z -08-10-23-11B7, is hereby deleted in its entirety and replaced with a new Development Plan, a copy of same being attached hereto as Exhibit "A" and incorporated herein for all purposes. 2 III. A. All ordinances, parts of ordinances, or resolutions in conflict herewith are expressly repealed. B. The invalidity of any section or provision of this ordinance shall not invalidate other sections or provisions thereof. Alternative 1. By motion duly made, seconded and passed with an affirmative vote of all the Council members present, the requirement for reading this ordinance on two separate days was dispensed with. READ, PASSED, and ADOPTED on first reading this ' da Y of amiwit 2010. Alternative 2. READ and APPROVED on first reading this the day of , 2010. READ, APPROVED and ADOPTED on second reading this the day of ATTEST: S041/1, (thAkt , 2010. SARA L. WHITE, City Secretary MCGRAW, Mayor City of Round Rock, Texas 3 DEVELOPMENT PLAN UNIVERSITY VILLAGE PLANNED UNIT DEVELOPMENT NO. 83 THE STATE OF TEXAS § COUNTY OF WILLIAMSON § EXHIBIT «A„ THIS DEVELOPMENT PLAN (this "Plan") is adopted and approved by the CITY OF ROUND ROCK, TEXAS (hereinafter referred to as the "City"). For purposes of this Plan, the term Owner shall mean SBB Holdings, their respective successors and assigns; provided, however, upon sale, transfer or conveyance of portions of the hereinafter described property, the duties and obligations of the Owner, as it relates to the respective property, shall be assumed by the new owner, and the Owner shall have no further liability relating to their respective property. WHEREAS, the Owner is the owner of certain real property consisting of 73.52 acres, as more particularly described in Exhibit A, (herein after referred to as the "Property") attached hereto and made a part hereof; and WHEREAS, the Owner has submitted a request to the City to rezone the Property as a Planned Unit Development (the "PUD"); and WHEREAS, pursuant to Chapter 11, Section 11.314, Code of Ordinances (1995 Edition), City of Round Rock, Texas, the Owner has submitted Development Standards setting forth the development conditions and requirements within the PUD, which Development Standards are contained in Section II of this Plan; and WHEREAS, the City has held two public hearings required by law to solicit input from all interested citizens and affected parties; and WHEREAS, on August 27, 2008, the City's Planning and Zoning Commission recommended approval of the Owner's application for a PUD; and WHEREAS, the City Council has reviewed the proposed Plan and determined that it promotes the health, safety, and general welfare of the citizens of Round Rock and that it complies with the intent of the Planned Unit Development Ordinance of the City; NOW THEREFORE: 1 I. GENERAL PROVISIONS 1. CONFORMITY WITH DEVELOPMENT STANDARDS That all uses and development within the Property shall conform to the Development Standards included in Section II herein. 2. CHANGES AND MODIFICATIONS No changes or modifications will be made to this Plan unless all provisions pertaining to changes or modifications as stated in Section II.16 below are followed. 3. ZONING VIOLATION Owner understands that any person, firm, corporation or other entity violating any conditions or terms of the Plan shall be subject to any and all penalties for the violation of any zoning ordinance provisions as stated in Section 1.601, Code of Ordinances, (1995 Edition), City of Round Rock, Texas, as amended. 4. MISCELLANEOUS PROVISIONS 4.1.Severability In case one or more provisions of this Plan are deemed invalid, illegal or unenforceable in any respect such invalidity, illegality or unenforceability shall not affect any other provisions of this Plan and in such event, this Plan shall be construed as if such invalid, illegal or unenforceable provision had never been contained in this Plan. 4.2.Venue All obligations of the Plan are performable in Williamson County, Texas, and venue for any action shall be in Williamson County. 4.3.Effective Date This Plan shall be effective from and after the date of approval by the City Council. 2 II. DEVELOPMENT STANDARDS 1. DEFINITIONS Words and terms used herein shall have their usual force and meaning, or as defined in the Code of Ordinances (1995 Edition), City of Round Rock, Texas, as amended, hereinafter referred to as "the Code." 2. PROPERTY This Plan includes approximately 73.52 acres of land generally located at the southeast corner of University Boulevard and Sandy Brook Drive, within the city limits of Round Rock, Texas, and more particularly described in Exhibit A. 3. PURPOSE The purpose of this Plan is to ensure a Planned Unit Development (PUD) that: (1) allows for a mixture of complementary and transitional land uses, (2) is equal to or superior to development that would occur under the standard ordinance requirements, (3) is in harmony with surrounding land use patterns proposed in the General Plan, as amended, (4) does not have an undue adverse affect upon adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety, and welfare of the citizens of the City of Round Rock, (5) is adequately provisioned by essential public facilities and services, and (6) will be developed and maintained so as to not dominate, by scale or massing of structures, the immediate neighboring properties or interfere with their development or use in accordance with any existing zoning district. 4. APPLICABILITY OF CITY ORDINANCES 4.1 Zoning and Subdivision Ordinances The Property shall be regulated for purposes of zoning by this Plan. All aspects not specifically covered by this Plan shall be regulated by the C -la, OF, PF -3, MF, OS, and TH zoning districts, as applicable. 3 4.2 Other Ordinances All other Ordinances within the Code shall apply to the Property, except as clearly modified by this Plan. In the event of a conflict, the terms of this Plan shall control. 5. PERMITTED USES The following principal uses are permitted on the Property, which is divided into seven (7) development parcels for the purpose of this Plan, as shown on Exhibit B. 5.1 Parcel 1 (±12.58 acres) - Commercial/Office Parcel 1 is divided into four (4) sub -areas, as described in Exhibit H, for the purpose of determining permitted and prohibited land uses: 5.1.1 Parcel la (±1.1 acres) - Commercial/Office (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru services are prohibited. (d) Office (e) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (f) Place of Worship (g) Retail Sales and Services With or Without Drive-thru Services (i) Single -tenant buildings greater than 50,000 square feet are prohibited. (ii) Drive-thru facilities must be oriented to the rear and/or side of the building and effectively 4 screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (h) School, Business or Trade (i) School, Post -Secondary (j) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (k) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (1) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (m) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sales (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor 5.1.2 Parcel 1b (±0.7 acres) - Commercial/Office (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru services are prohibited. (d) Office (e) Office, Medical (i) (ii) Emergency medical services are not permitted. Medical offices shall be limited to medical offices with regular service hours not beginning before 7 a.m. and not extending past 9 p.m. (f) Place of Worship (g) Retail Sales and Services (i) Single -tenant buildings greater than 50,000 square feet are prohibited. (ii) Drive-thru services are prohibited. (h) School, Business or Trade (i) School, Post -Secondary (j) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (k) Utilities, Intermediate (ii) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (iii) The facility shall be secured. (1) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. (m) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sales (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor comply with 4.700 of the comply with 4.700 of the 5.1.3 Parcel lc (±6.9 acres) - Commercial/Office/Senior Living (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru facilities must be oriented to the rear and/or side of the building and effectively screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (d) Fuel Sales (e) Group Living (Assisted Living, Congregate Senior Living or Nursing Home only) (f) Indoor Entertainment Activities (g) Office (h) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (i) Place of Worship (j) Retail Sales and Services With or Without Drive-thru Services (i) Drive-thru facilities must be oriented to the rear and/or side of the building and effectively screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (k) School, Business or Trade (1) School, Post -Secondary (m) Senior Housing (n) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (o) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (p) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (q) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Pawn Shop (b) Sexually Oriented Business (c) Tattoo Parlor 5.1.4 Parcel 1d (±2.3 acres) - Commercial/Office/Senior Living (1) Permitted Uses: (a) Community Services (b) Day Care (c) Eating Establishments (i) Drive-thru services are prohibited. (d) Group Living (Assisted Living, Congregate Senior Living or Nursing Home only) (e) Indoor Entertainment Activities (f) Office (g) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (h) Place of Worship (i) Retail Sales and Services With or Without Drive-thru Services (i) Single -tenant buildings greater than 50,000 square feet are prohibited. (ii) Drive-thru facilities must be oriented to the rear and/or side of the building and effectively screened from the right-of-way with treatments including but not limited to intervening buildings or landscaping. (j) School, Business or Trade (k) School, Post -Secondary (1) Senior Housing (m) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (n) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (o) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (p) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sales (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor 5.2 Parcel 2 (±6.06 acres) - Office/Commercial (1) Permitted Uses: (a) Day Care (b) Eating Establishments - Limited (i) Drive-thru services associated with eating establishments in which the majority of gross revenue is generated from the sale of non- alcoholic beverages such as coffee and/or tea is permitted. (c) Office 9 (d) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (e) Retail Sales and Services With or Without Drive-thru Services (i) Single -tenant buildings greater than 50,000 square feet are prohibited. (f) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (g) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (i) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (2) Prohibited Uses: (a) Fuel Sale (b) Pawn Shop (c) Sexually Oriented Business (d) Tattoo Parlor 5.3 Parcel 3 (±8.83 acres) - Office (1) Permitted Uses: (a) Day Care (b) Office (c) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (d) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (e) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (f) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. Wireless Transmission Facilities, Stealth Wireless transmission facilities shall the standards provided in Section Code of Ordinances, as amended. comply with 4.700 of the comply with 4.700 of the 5.4 Parcel 4 (±5.07 acres) -Public Facilities/Multifamily/Senior Living (1) Permitted Uses: (a) Amenity Center (b) Apartment (maximum 24 units per acre) (c) Day Care (maximum 20,000 square feet) 11 (d) Group Living (Assisted Living, Congregate Senior Living or Nursing Home only) (e) Park, Linear/Linkages (f) Place of Worship (g) School, Business and Trade (h) School, Elementary (i) School, Middle 0) School, Post Secondary (k) Senior Housing (1) Townhouse (maximum 12 units per acre) (m) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (n) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (o) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (p) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.5 Parcel 5 (±25.82 acres) - Open Space (1) Permitted Uses: (a) Park, Community (b) Park, Linear/Linkages (c) Park, Neighborhood (d) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required 12 landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (e) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (f) Water Detention Facilities (not to exceed three (3) acres) (g) Water Quality Facilities (not to exceed one (1) acre) (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (i) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.6 Parcel 6 (±7.80 acres) - Townhouse (1) Permitted Uses: (a) Amenity Center (b) Park, Linear/Linkage (c) Park, Neighborhood (d) Place of Worship (e) Townhouse (maximum 12 units per acre) (f) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (g) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance with Section 11.501 of the Code of Ordinances, as amended. 13 (ii) The facility shall be secured. (h) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (i) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 5.7 Parcel 7 (±7.38 acres) - Office/Townhouse (1) Permitted Uses: (a) Amenity Center (b) Day Care (c) Day Care (in home) for 6 or fewer children (d) Office (e) Office, Medical (i) Emergency medical services are not permitted. This shall not preclude an urgent care clinic which operates within the hours specified in paragraph (ii) below. (ii) Regular service hours shall be limited to the hours between 7:00 a.m. and 9:00 p.m., with the exception of sleep clinics requiring an overnight stay. (f) Park, Linear/Linkage (g) Park, Neighborhood (h) Place of Worship (i) Townhouse (maximum 12 units per acre) (j) School, Elementary (k) School, Middle (1) Utilities, Minor (i) Minor utilities shall be treated as ground -mounted mechanical equipment and shall comply with the district -specific standards and any required landscaping standards in Section 11.501 of the Code of Ordinances, as amended. (m) Utilities, Intermediate (i) Intermediate utilities are required to provide an eight foot (8') high masonry fence (or alternate material approved in writing by the Zoning Administrator) with landscaping in compliance 14 with Section 11.501 of the Code of Ordinances, as amended. (ii) The facility shall be secured. (n) Wireless Transmission Facilities, Attached (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. (o) Wireless Transmission Facilities, Stealth (i) Wireless transmission facilities shall comply with the standards provided in Section 4.700 of the Code of Ordinances, as amended. 6. DEVELOPMENT STANDARDS 6.1 Parcel 1 (Commercial/Office) All development shall conform to the standards described within the C -la (General Commercial - Limited) District, Chapter 11, Section 11.409 (3), (4) and (5) of the Code, as amended, except: (1) The maximum height of a building within Parcel la shall be two (2) stories. (2) The maximum height of a building within Parcel 1b shall be one (1) story. (3) The maximum height of a building within Parcel lc shall be five (5) stories. (4) The maximum height of a building within Parcel ld shall be five (5) stories. (5) Trees of a minimum of a 3 -inch caliper diameter measured at six inches (6") above base shall be planted at a spacing of not greater than thirty feet (30') within the landscape easement in Section (2) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (6) The minimum sidewalk width for sidewalks adjacent to a street is six feet (6'). 15 (7) Signage is restricted to attached signs, blade signs, and monument signs. 6.2 Parcel 2 (Office/Commercial) All development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, except: (1) The maximum height of a principal building shall be five (5) stories. 6.3 Parcel 3 (Office) All development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, as amended, except: (1) The maximum height of a principal building shall be two (2) stories. (2) The maximum height of a principal building within 150 feet of Sandy Brook Drive shall be one (1) story. (3) The maximum size of a building within 150 feet of Sandy Brook Drive shall be 5,000 square feet. (4) Within 150 feet of Sandy Brook Drive, the exterior finish of all buildings shall be masonry, except for doors, windows, trim, and accent features. Masonry shall be defined as stone, simulated stone, brick, or stucco. A maximum of fifty percent (50%) stucco shall be allowed on a building facade facing Sandy Brook Drive. The use of materials such as wood shingles or wood siding shall be limited to accent features. (5) Roofs shall have a minimum pitch of 4:12. (6) The minimum building setback along Sandy Brook Drive shall be thirty (30) feet. 16 (7) No parking, dumpsters, trash receptacles or ground mounted equipment shall be allowed within the building setback along Sandy Brook Drive. (8) An eighteen foot (18') landscape and sidewalk easement shall be dedicated by plat along the Sandy Brook Drive right-of-way. This easement shall include a four foot (4') wide meandering sidewalk, street trees, and landscaping. In order to avoid conflicts with landscaping, no utilities shall be located within this easement, except for perpendicular crossings of the easement. 1. The landscape buffer shall contain an intermittent landscaped berm, an average of three feet (3') in height. The berm(s) shall cover at least seventy-five percent (75%) of the total linear frontage of the buffer. The berm(s) shall substitute for the fencing requirement in Chapter 11, Section 11.411 (3) (g) of the Code. 2. Landscaping shall include the following plantings, per 50 linear feet of buffer frontage. At least 75% of all trees must be an evergreen species. (i) One (1) Large Tree, minimum 3"caliper (ii) One (1) Medium Tree, minimum 2" caliper (iii) Two and one-half (2.5) Small Trees, minimum 1" caliper 6.4 Parcel 4 (Public Facilities/Multifamily/Senior Living) (1) Development of non-residential uses shall conform to the standards described within the PF -3 (Public Facilities - High Intensity) District, Chapter 11, Section 11.415.2 (3), (4) and (5) of the Code, as amended, except: (a) Chapter 11, Section 11.415.2 (3) (h) shall not apply. If fencing along a property line is installed, it shall meet the requirements of Section 11.415.2 (3) (h). (b) Business, trade and post -secondary schools shall be exempt from the requirement for buildings to front on either a minor or major arterial, required in Chapter 11, Section 11.423 (22) (d). 17 (2) Development of residential uses shall conform to the standards described within the MF (Multifamily) District, Chapter 11, Section 11.408 (3), (4) and (5) of the Code, as amended, except: (a) Primary building setbacks are as follows: (i) Setback from street right-of-way: 1. Minimum of fifteen feet (15'). 2. Maximum of thirty-five feet (35'). (ii) If structured parking is provided on-site, the setbacks from the street right-of-way shall be: 1. Minimum of fifteen feet (15'). 2. Maximum of twenty feet (20'). (iii) Minimum building side and rear setbacks not adjacent to a street and not abutting a Single Family or Townhouse lot is twenty-five feet (25'). (b) Structured parking shall be located internally to the site and behind the primary structures. No parking shall be permitted in the street yard. (3) The maximum lot coverage, or building footprint, is sixty-five percent (65%). (4) No building on the property shall exceed four (4) stories in height and in no case exceed a height of sixty feet (60'), measured from the finished slab elevation to the peak of the roof. (5) Fencing required by Section 11.407 (3) (d) abutting non- residential uses shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator. 6.5 Parcel 5 (Open Space) All development shall conform to the standards described within the OS (Open Space) District, Chapter 11, Section 11.418 (3), (4) and (5) of the Code, as amended. 18 6.6 Parcel 6 (Townhouse) All development shall conform to the standards described within the TH (Townhouse) District, Chapter 11, Section 11.407 (3), (4) and (5) of the Code, as amended, except: (1) Fencing required by Section 11.407 (3) (d) abutting non- residential uses shall be constructed of wrought iron or decorative metal or other equivalent materials approved by the Zoning Administrator. (2) Only the fronts of the townhouse structures may face Sandy Brook Drive. The minimum front setbacks shall alternate for adjacent buildings between fifteen feet (15') and twenty feet (20'). No garage structures shall face Sandy Brook Drive. (i) A five foot (5') landscape easement abutting the public utility easement adjacent to Sandy Brook Drive shall be provided. (ii) Trees of a minimum of a 3 -inch caliper diameter measured at six inches (6") above base shall be planted at a spacing of not greater than thirty feet (30') within the landscape easement in Section (2) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (3) The maximum height of a principal building for a single -unit townhouse structure is three (3) stories, except that the front facade of a townhouse facing Sandy Brook Drive shall be limited to two -and -one-half (21/2) stories. Walk -out basements are not considered a floor, provided they do not front on Sandy Brook Drive. (4) The maximum lot coverage, or building footprint is sixty-five percent (65%). (5) Driveway access to individual dwelling units shall not be permitted directly from Sandy Brook Drive consistent with the requirements of Section 11.6 of this Plan. 19 (6) The exterior finish of all buildings shall be masonry, except for doors, windows, trim, and accents. Masonry shall be defined as stone, simulated stone, brick, or stucco. No more than twenty- five percent (25%) of the building facade may be horizontally installed cement based siding. No more than thirty percent (30%) of the building facade may be stucco. The use of materials such as wood shingles or wood siding shall be limited to accent features. A hundred percent (100%) stucco may be permitted in conjunction with tile roofs. Cement based siding is prohibited on facades facing Sandy Brook Drive if they are not screened by intervening buildings. (7) All dwelling units shall either be established as condominium units, pursuant to the Texas Uniform Condominium Act, Section 82.001 et. seq., Texas Property Code, or as platted subdivided lots in accordance with the provisions of the City Code in effect at the time of subdivision platting. The above requirements shall be completed prior to the issuance of certificate of occupancy. This does not prevent townhouse units from being rented, nor does it prevent one owner from owning two or more units. 6.7 Parcel 7 (Office/Townhouse) (1) All non-residential development shall conform to the standards described within the OF (Office) District, Chapter 11, Section 11.411 (3), (4) and (5) of the Code, as amended, except: (i) The maximum height of a principal building shall be three (3) stories, except that the maximum height of a principal building within 150 feet of the Sandy Brook Drive right-of- way shall be one (1) story. 1. The maximum size of a principal building within 150 feet of the Sandy Brook Drive right-of-way shall be 5,000 square feet. (ii) Within 150 feet of Sandy Brook Drive, the exterior finish of all buildings shall be masonry, except for doors, windows, trim, and accent features. Masonry shall be defined as stone, simulated stone, brick, or stucco. A maximum of fifty percent (50%) stucco shall be allowed on a building facade facing Sandy Brook Drive. The use of materials such as 20 wood shingles or wood siding shall be limited to accent features. (iii) Roofs shall have a minimum pitch of 4:12. (iv) The minimum building setback along Sandy Brook Drive shall be thirty (30) feet. (v) No parking, dumpsters, trash receptacles or ground mounted equipment shall be allowed within the building setback along Sandy Brook Drive. (vi) An eighteen foot (18') landscape and sidewalk easement shall be dedicated by plat along the Sandy Brook Drive right-of-way. This easement shall include a four foot (4') wide meandering sidewalk, street trees, and landscaping. In order to avoid conflicts with landscaping, no utilities shall be located within this easement, except for perpendicular crossings of the easement. 1. The landscape buffer shall contain an intermittent landscaped berm, an average of three feet (3') in height. The berm(s) shall cover at least seventy-five percent (75%) of the total linear frontage of the buffer. The berm(s) shall substitute for the fencing requirement in Chapter 11, Section 11.411 (3) (g) of the Code. 2. Landscaping shall include the following plantings, per 50 linear feet of buffer frontage. At least 75% of all trees must be an evergreen species. (iv) One (1) Large Tree, minimum 3"caliper (v) One (1) Medium Tree, minimum 2" caliper (vi) Two and one-half (2.5) Small Trees, minimum 1" caliper (2) All residential development shall conform to the standards described within the TH (Townhouse) District, Chapter 11, Section 11.407 (3), (4) and (5) of the Code as amended, except: (i) Fencing required by Section 11.407 (3) (d) abutting Parcel 5 shall be constructed of wrought iron or decorative metal or 21 other equivalent materials approved by the Zoning Administrator (ii) Only the fronts of the townhouse structures may face Sandy Brook Drive. The minimum front setbacks shall alternate for adjacent buildings between fifteen feet (15') and twenty feet (20'). No garage structures shall face Sandy Brook Drive. (iii) A five foot (5') landscape easement abutting the public utility easement adjacent to Sandy Brook Drive shall be provided. (iv) Trees of a minimum of a 3 -inch caliper diameter measured at six inches (6") above base shall be planted at a spacing of not greater than thirty feet (30') within the landscape easement in Section (2) above. The species of trees shall be subject to the approval of the City. Trees and landscaping shall be irrigated and maintained by a property owners association through a license agreement with the City. (v) The maximum height of a principal building for a single -unit townhouse structure is three (3) stories, except that the front facade of a townhouse facing Sandy Brook Drive shall be limited to two -and -one-half (21/2) stories. Walk -out basements are not considered a floor, provided they do not front on Sandy Brook Drive. (vi) The maximum lot coverage, or building footprint is sixty- five percent (65%). (vii) Driveway access to individual dwelling units shall not be permitted directly from Sandy Brook Drive consistent with the requirements of Section 11.6 of this Plan. (viii) The exterior finish of all buildings shall be masonry, except for doors, windows, trim, and accents. Masonry shall be defined as stone, simulated stone, brick, or stucco. No more than twenty-five percent (25%) of the building facade may be horizontally installed cement based siding. No more than thirty percent (30%) of the building facade may be stucco. The use of materials such as wood shingles or wood siding shall be limited to accent features. A hundred percent (100%) stucco may be permitted in conjunction with tile 22 roofs. Cement based siding is prohibited on facades facing Sandy Brook Drive if they are not screened by intervening buildings. (ix) All dwelling units shall either be established as condominium units, pursuant to the Texas Uniform Condominium Act, Section 82.001 et. seq., Texas Property Code, or as platted subdivided lots in accordance with the provisions of the City Code in effect at the time of subdivision platting. The above requirements shall be completed prior to the issuance of certificate of occupancy. This does not prevent Townhouse units from being rented nor does it prevent one owner from owning two or more units. 7. UTILITY SERVICE Except where approved in writing by the City Engineer and Director of Planning and Community Development, all electrical, telephone, and cablevision distribution and service lines shall be placed underground. 8. TRAFFIC IMPACT ANALYSIS (TIA) A Traffic Impact Analysis (TIA) was submitted and approved in conjunction with this Plan. The TIA indicated the proposed land uses for each parcel. If a significant change is proposed to any land use indicated in the TIA, the Owner shall provide the City with an analysis of the effects of the change with regard to transportation impacts. If the City determines that the change in land use results in a net increase in cumulative transportation trips, the Owner shall complete an update to the TIA for approval by the City Director of Transportation Services. The Executive Summary of the TIA is included for reference as Exhibit D. 9. STREET CROSS SECTIONS Street cross sections that deviate from the design criteria specified in the Transportation Criteria Manual are described in Exhibit E. 10. STREET CONSTRUCTION AND TRAFFIC SIGNAL PHASING A representation of the planned roadways and their alignments is included in Exhibit B. University Village Drive shall also be referred to as Campus Village Drive. A phasing plan for the roadways is provided in 23 Exhibit F. The phasing plan for roadway construction shall not preclude the construction of the roadways at an earlier time than described in the phasing plan. 10.1 University Boulevard (1) The Owner's share of the cost of a traffic signal at CR 112 and University Boulevard, as required by the TIA, shall be provided prior to recordation of the first final plat. (2) The Owner's share of the cost of a traffic signal at Sandy Brook Drive and University Boulevard, as required by the TIA, shall be provided prior to recordation of the first final plat. 10.2 Sandy Brook Drive (1) Sandy Brook Drive from University Boulevard through the Satellite View intersection, ending at the radius returns on the south side of the intersection, shall be widened to a pavement width of forty feet (40'): (a) with any site plan on Parcel 1 west of University Village Drive, if access is taken to/from Sandy Brook Drive, even if access is due solely to Fire Department requirements; or (b) when Satellite View is constructed; or (c) when Zodiac Lane is constructed; or (d) prior to any final plat recordation of Parcel 6. (2) Sandy Brook Drive from south of the Satellite View intersection through the Zodiac Lane intersection, ending at the radius returns on the south side of the intersection, shall be widened to a pavement width of forty feet (40'): (a) with the construction of Zodiac Lane; or (b) prior to any final plat recordation of Parcel 6 or Parcel 7; or 10.3 Satellite View (1) Satellite View west of University Village Drive shall be dedicated and constructed: (a) with the first site plan on any of the following: Parcel 1 west of University Village Drive, Parcel 2, or Parcel 24 3 if access is taken to/from Satellite View, even if access is solely due to Fire Department requirements; or (b) prior to final plat recordation of fifty percent (50%) or more of the gross acreage of Parcel 1 west of University Village Drive (2) Following the dedication and construction of the off-site portion of Satellite View between the eastern Property boundary and CR 112/ College Park Drive, Satellite View east of University Village Drive to the eastern Property boundary shall be dedicated and constructed: (a) prior to recordation of a final plat on Parcel 1d, if Parcel 4 has been final platted; or (b) prior to recordation of a final plat on Parcel 4 if Parcel 1d has been final platted; or (c) prior to recordation of a final plat on Parcel 1d or Parcel 4 if neither Parcel 1d or Parcel 4 has been final platted (3) Prior to the dedication and construction of the off-site portion of Satellite View between the eastern Property boundary and CR 112/ College Park Drive, the Developer shall provide the City with fiscal surety in the amount of 125% of the cost of construction of Satellite View east of University Village Drive to the eastern Property boundary: (a) prior to recordation of a final plat on Parcel 1d or Parcel 4 10.4 Zodiac Lane (1) Zodiac Lane from Sandy Brook Drive to University Village Drive shall be dedicated and constructed: (a) With the first site plan on Parcel 3, if access is taken to/from Zodiac Lane, even if access is due to Fire Department requirements; or (b) With any site plan on Parcel 7. 10.5 University Village Drive (Campus Village Drive) (1) University Village Drive from University Boulevard to the area south of the Austin Community College (ACC) access drive 25 shall be dedicated and constructed prior to recordation of any final plat within the Project. (2) University Village Drive from the area south of the ACC access drive thru the Zodiac Lane intersection shall be dedicated and constructed with the dedication and construction of Zodiac Lane. 11. ACCESS The access drives recommended per the TIA are described in Figure 2 of Exhibit D and as follows: 11.1 Parcel 1 - Access to Parcel 1 is available via four (4) public streets including University Boulevard (existing road), Sandy Brook Drive (existing road), University Village Drive (proposed road), and Satellite View (proposed road extension). All driveway locations shall be approved by the Department of Transportation Services. One (1) access drive shall be permitted to serve Parcel 1 from Sandy Brook Drive. If provided, the drive shall align with one of the existing access drives located across Sandy Brook Drive and serving the development to the west. Two (2) access drives to/from University Boulevard, one (1) access drive to/from University Village Drive to/from the tract east of and to/from the tract west of University Village Drive, and two (2) access drives to/from Satellite View are permitted. One (1) additional access drive at University Boulevard west of University Village Drive may be permitted consistent with spacing requirements specified in the Transportation Criteria Manual. (1) Driveways to/from University Boulevard shall provide a minimum throat depth of forty feet (40'), as measured from the ultimate right-of-way line. (2) Minimum curb return radii of twenty-five feet (25') shall be provided at driveway intersections with University Boulevard. 11.2 Parcel 2 - Access to Parcel 2 may be provided via the extension of Satellite View and/or University Village Drive. 11.3 Parcel 3 - No (0) access drives shall be permitted to/from Sandy Brook Drive. Access drives are permitted to/from University 26 Village Drive, Satellite View, and Zodiac Lane. Locations shall be determined by the Department of Transportation Services. 11.4 Parcel 4 - Access to Parcel 4 is permitted from University Village Drive and Satellite View. University Village Drive is intended to connect with the Avery Centre development proposed for the adjacent property to the east. 11.5 Parcel 5 - Access to Parcel 5 is available via the adjacent roadways, University Village Drive and Sandy Brook Drive and further described below in Section 13.5. 11.6 Parcel 6 - Driveway access to/from Parcel 6 is limited to two (2) driveways to Sandy Brook Drive. 11.7 Parcel 7 - There are three (3) access possibilities to/from Parcel 7. Access is available via one (1) driveway at Sandy Brook Drive, one (1) driveway at Zodiac Lane, and one (1) driveway at University Village Drive. 12. STORMWATER DETENTION AND DRAINAGE Storm water detention and water quality facilities in the Plan may be provided through facilities located within Parcel 5, which is designated for OS (Open Space). All storm water detention and/or water quality ponds shall be located at least 150 feet from University Village Drive. Such facilities shall be contained within an area not to exceed four and one-half (4.5) acres and shall comply with the screening requirements of the Code, Chapter 11, Section 11.501. Upon construction, the facilities shall be maintained by a property owner's association. 13. PARKLAND DEDICATION The City of Round Rock parkland requirement contained in the Code, Chapter 8, Section 8.300, shall be met in full by the following: 13.1 The area within Parcel 5 shall be dedicated as public parkland according to the requirements of Chapter 8, Section 8.300 of the Code. 13.2 As described in Section 7, Parcel 5 may include underground utility easements, drainage easements, and water quality and detention facilities. Such infrastructure improvements shall not 27 utilize more than six (6) acres of the parcel, including the four (4) acres described in Section 12 above. 13.3 The Owner shall construct a hike and bike trail from Sandy Brook Drive to the eastern side of the existing pond located on the northern portion of Parcel 5, as shown on Exhibit G. In addition, a minimum of seven (7) Large Trees with irrigation shall be provided along the trail and a minimum of three (3) benches will be provided adjacent to the pond. Fiscal security shall be provided for the trees and irrigation installation prior to recordation of a final plat of Parcel 7. Trees and irrigation shall be installed prior to the issuance of the first Certificate of Occupancy on Parcel 7. Trail location and alignment shall be subject to the approval of the Director of Parks and Recreation. The trail shall comply with the American with Disabilities Act Accessibility Guidelines (ADAAG) and the standards set forth in the Texas Architectural Barriers Act (TAS). 13.4 The trail and associated amenities shall be designed to the satisfaction of the Director of Parks and Recreation and the City Engineer prior to the City's consideration of the first final plat on the Property. Construction of the trail and associated amenities, excluding the trees and irrigation as described in Section 13.3, shall be completed to the satisfaction of the Director of Parks and Recreation and the City Engineer no later than 180 days following the recordation of the first final plat on the Property. The area within Parcel 5 shall be dedicated to the City within 60 days of the completion of construction of the trail and associated amenities. Upon dedication, the parkland and trail shall be maintained by the City of Round Rock. 13.5 Parking and access to Parcel 5 shall be provided in the form of on - street parking along University Village Drive, as described in Section 11.5. A minimum of 400 linear feet of street frontage adjacent to Parcel 5 shall be provided on University Village Drive. 14. GENERAL PLAN 2000 This Plan amends the Round Rock General Plan 2000, adopted on June 10, 1999 and as amended. 28 15. CONCEPT PLAN AND DEVELOPMENT PROCESS This Plan serves as the Concept Plan required by the Code and approval of this Plan substitutes as a Concept Plan approval, subject to Chapter 8, Section 8.212(5) (a) of the Code. As this is a substituted Concept Plan, utility, drainage, and other infrastructure submittals were not submitted or reviewed with this document, nor have such infrastructure been approved by the City. These items shall be submitted for the review and approval of the City at the Preliminary Plat and subsequent development stages. A phasing plan shall be provided with the Preliminary Plat. The Owner shall be required to complete the remaining steps in the City's development process, which may include subdivision platting and site development. The subdivision platting process includes a Preliminary Plat and a Final Plat. Site development plan(s) must be approved for each project. No site development plan approval on the Property shall be granted until a Final Plat is recorded. No building permit on the Property shall be issued until the site development plan is approved by the Development Review Committee. 16. CHANGES TO AGREEMENT AND DEVELOPMENT PLAN 16.1 Minor Changes Minor changes to this Plan that do not constitute more than ten (10) percent of total project area and do not substantially change this Plan, may be approved administratively, if approved in writing by the City Engineer, the Director of Planning and Community Development, and the City Attorney. 16.2 Major Changes All changes not permitted under Section 16.1 above shall be resubmitted following the same procedure required by the original PUD application. 29 EXHIBIT A Zoning Exhibit Metes and Bounds Description Abel L. Eaves Survey, Abstract No. 215, Williamson County, Texas 1. Parcell a. 1-a b. 1-b c. 1-c d. 1-d 12.56 acres EXHIBIT „A„ 2. Parcel 2 6.06 acres 3. Parcel 3 8.83 acres 4. Parcel 4 5.07 acres 5. Parcel 5 25.82 acres 6. Parcel 6 7.80 acres 7. Parcel 7 7.38 acres 8. Street Stub Outs 0.0802 acres (0.0269 Tonia Loop, 0.0267 Lorson Loop & 0.0266 north of Tonia Loop) TOTAL (#1 -8) 73.60 acres J 119%* er MMR POI 1 � =OW m. 7• 1 uMlq WOO WNW WOW MYR tr 0.0.:40.002 .0000•0o. woo 00, nowt Door N a I •.te.Yoer1•us maw mec_mow OMR *am *sat P/Ma I.Y...Pt a a,Q ex* akocing...R mania 300' RUM NM 401.41t PORN KURR Min a TwTN mser wr`ORw.w. w. UMW( TARR =MM • •MOVIIIRJA OIO. r T r I t 1 f . • t 1 uzas ss a rosesmK ' - j 1 • ` ` _ L J Exa ma L FINAL F}Ar 1 . SECTI0#�Es � s� 1 �r 0.10.0.7: ..LKT. War Loom fowl MAIO w• MAR. 600' 900' A0121000710N TAILS RR MMp •4G KW K mMINCD NT PAIL PPM Of =OM 00C MAW O,PAGC,. *TOR. PIOPCt1Y KM= Of KUROON COMITY 7000 WA ORGY MOM M 101.1.10060,4 CORM MR.1 WAX FLU OM OMS Of TOIlNmAO COATI. TOGS 041 OSMT Of MS VOL 010100 PC IVA .O 1.O IR PAGE 1 OF 2 PATE + SURVEYORS A DIVISION OF PATE ENGINEERS, INC. O. sss• *1•414 1.a. OM seo.fa Y wvat.P auswrrr nacewr�.•w..G.,, OVERALL UNIVERSITY VILLAGE ZONING EXHIBIT ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS COMM RC. MVOOWg OMR 09/09/2008 OCIC OWN. •xo. Soar RECORDERS MEMORANDUM All or parts of the text on this page was not clearly legible for satisfactory recordation. PROJECT NO.: 1135-012-00—A800 034040 0E117. ANN L£ RADIUS *RC LENGTH 04020 56081140 01000 IE74570 0071 SEARING C1 8554'06 20.00 31.35' 14 6557'16" W 28.26' N 2034'10 W C2 254530" 20.00' 10.06 14 0042'59" W 9.55' N 655236' E 4'3 352543' 500.50' 30034' 5 0748'52" E 304.44' L9 54 01'01 8090' 13.62' 64 14'2531' E 1332' N E F 55 1510251' 760.00' 199.40 N 0724.55' E 199.02' N 6553`129' E C6 151010' 760.00' 201.21' N 06.1538' E 200.63' S 7 f7' E 07 24.15' 460 10520' N 1.0i3'l5 w 19333' N 14'4'25'64" 0 05 1203 400. 293.63' 5 652550 W 287.08' 13996' 59 8712'0 2000 29.04 N 31103'53" W 2648' N 1715104' E C10 31'01'07' 435.65 235.84' 5 0515'Tµ" 5 232.4' N 20'5125 W 011 8579'40" 20.00' 37.18' N 23'3430 F 2811 066.63' C12 8515'21' 2000: 31.16' 14 65'25'42' W 28.14 N 200523' to C13 902512" 20.00 3147' N 24'16'02' E 20.39 N 6502'36' E C14 9r7.5•1 20.00' 3185' N 6576'06' W 28.69' N 20 '21' W 4'3 30'71' 19 514' 5 N 23'4256' 5 2637' N 653 1• W 598 5519'14• L30 31.18' 14 65'3845 W 28.12' N 20'1 6' W 517 90'29''23 S 271547' E 31.59' N 240554 E 2 5.10' N 12' E C18 ,2570016' 807.50' 357.40' 5 374555 E 349.61' 114 019 24.4207' 4 50' 219.35' N 3.756'00' w 210,69` N 64'23'04' E C20 853702" �' 287 14 9I'39 w 5881' N 5702'26' E 4'21 08'82'35' 63' 6732' 627'1'5 1 14 87.45' N 58'15'35' W C22 53'12135' 20.00 28.03' 14 64'2 E 2658' N 211340' w C23 07'1719' 007.50'15'2. 5 46'38'24 E 10235' 267.53' Cr 774 35 1C/ 40 249 5 34'0515 E 241.6 ' 5 4'00'15• W 525 144.22' 2.90 31.41 N 25+3'49' E 28.08' N 34'5706' W C26 122544 333.33' 72.80' N 41'11'55' W 72.45 N 4737'43' E C27 855855 _' 000 31.41' N 66'1 W 28.26' N 21'1238' W 528 2f1977' 4590' 21942' ,pq9B" 5 34.19`14' 5 217.91' N 8014729' W C29 01'0556' 78550' 15.24 N 004055 W 15.24' 211.44 LINE 8E42010 0101M10E L1 N 2031'26' W 74.00' 1.2 N 2030'16' W 457.03' 1.3 N 003135 £ 1012.44' 1,4 5 171136' 0 54886' 15 5 6806.34' .1( 960.06' L6 N 650534' 570235' L7 5 201623' E 5079 L8 N 14'56'20" E 22678' L9 5 6501134• W 33485 110 N 2651'20" W 535.24 111 N E 211.64' 1121711 ' E 704.86' 1,13 5 89'3700' w 488.40' 1.14 14 178.10' 1. 5 Jp 5il1'1 E 36094' L15 N 44'25 ' 5 60.54' 147 N 3'3724' w 42.31 1,18 N 182636' E 30.00 4,10 0 205354' W 50.00' 120 N 203506' W 13996' L21 N 20:'24" W 40,85' L22 N 205048' W 186.64' 123 N 355420' w 49.54' L24 N 20'53544' W 159.92' 125 N 20'5125 W 2500 1.26 N 171136-14 63650 127 S 1720'47' E 066.63' 128 S 3553'78' 5 911.10' 120 S 5815'53' W 124.96' 1.30 5 44'46'55' W 6.98 137 5 654535 W )06.67' L32 N 7535�'5p4'�'2�3334•'- W 64.66' W 711 35.06 134 37L33 abs' w 13S N 6741X• W 4985 916 14 457533' w 16690' 137 14 40'41'57' W 275.54' L30 N 24'08'21" W 221,02' 139 14 5738'44' 14 99.56' L40 S 271547' E 15810' 1.41 N 652504 E 32,34 442 N 08522504' E 26.04 L43 S 6742'42' W 377.25 114 5 456500' W 27000' 145 5 2724'56' W 776722' 1.441 5 13.292W 60.37' 147 24' 5 69'0610• w 127.95 146 31'41.7'75 W 374,44' 1.49 14 15 35 E 3084 L50 5 71'47 W 5390 .51 5 11 34' E 380.66' L52 3 6545 w 1524 913 N 211340' w • 1 154 14 21'13'40' W 155 N 684520' 5 267.53' 156 14 272020' W 4089' 1.57 64 100005 w 220.59' 158 N 35'4952' W 144.22' 159 N 07.36'24" W 106.71 L60 N 34'5706' W 54.37' L31 N 1541^$' 5 107.41' 162 N sssor W 5074' 443 N 0470044' 5 7111 164 N s509P3• w • 1.65 N 8707'3-W 727 166 N 01'3655' w 175.65' 167 N 8014729' W 11452' 168 9 57 34• w 115.95' 109 15' 62'45' s' W 211.44 170 N 47245 W 12585 171 14 2r1340' W 690.42' L72 14 472506" W 45.24' PAGE 2 OF 2 PATE e SURVEYORS A DIVISION OF PATE ENGINEERS, INC. AM 6403.1 -Ur r._ 0. 376616. s 1m1.«a»rowbIm•02ew.......r..__ OVERALL UNIVERINTV VILLAGE ZONING EXHIBIT ABEL L. EAVES SURVEY, A-215 WILIAMSON COUNTY, TEXAS 086946 O6, 00860165713676N15 COWL 09/09/2005 w r - 39i PROJECT NO.: 1135-012-00-A800 RECORDERS MEMORANDUM All or parts of the text on this page was not clearly legible for satisfactory recordation. ABBREVIATION TABLE PUO, FOUND P.O.C. POINT OF CONNENCEMENT P.0.8. POINT OF BEGINNING DOC DOCUMENT 0.PR.W.C.T. OFFICIAL PROPERTY RECORDS OF WILUANSON COUNTY, TEXAS OR.WC,T. OFFIWL RECORDS OF TOWAUSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF YALLIAMSON COUNTY. TEXAS R.O.W. RIGHT OF WAY VOL VOLUME PC. PACE N0. NUMBER SANDY BROOK DRIVE (60' RCN.) CAB. D. SL_ 318-319 PR.W.C.T. N 20.50'18" W 497.93' SATELLITE VIEW 7.1 V2 4 NOS CAP r&vDI.ROD NTN PATO CAP 0' 200' 400' 600' I• MAIM Ell NM MI il•11■! (CHANDLER MAO UNIVERSITY BLVD 07.0.V. VARIES) (COUNTY ROAD ND. 110 (0.325 ACRES) N 69°31'37" E 1012.44' VOL• 1L 789 MOM MUDD DDG NO. 2004017051W8L PARCEL 1 COMMERCIAL 1266 ACRES spiu•�� a ROD VRN 20A CAP BOUNDARY LITE AGREEMENT VOL 958 PC. 772 O.R.WC.T. CO REPLAT OP STONEY BROOK SECTION THREE AN S 69'08'34" W 960.06' 98.20 ACRES THE STATE OF TEXAS TO 588 HOLDINGS. LP. DOC. No. 2008021488 0.P.R.W.C.T. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'54'06" 20.00' 31.38' N 65'57'16" W 28.26' N 20'54'19" W C2 28'48'50" 20.00' 10.06' N 06'42'59" W 9.95' N 68'52'36" E UNE BEARING DISTANCE Li N 20'51'26" W 25.00' SYMBOL LEGEND • FOUND T/r IRON ROD UNLESS OTHERWISE NOTED A CONTRNX.UNc YOHUAEHT • CALCULATED PONT PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7001 CX2gI AI TIM Nips. IN. 32O..'m4. TX 70T31•PM1120400600464l284QQ 4'wrnWnyaan UNIVERSITY VILLAGE ZONING EXHIBIT 12.56 ACRES PARCEL 1 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRANTk R.G OWN& ORIGINAL ISSUE DATE 09/00/08 SCALE i' ` 200. WISSUE: MAIATV JOB NO.: 1135-012-00—A800 RECORDERS MEMORANDUM All or parts of the text on this page was not clearly legible for satisfactory recordation. ZONING SUBPARCEL 1-A METES AND BOUNDS DESCRIPTION OF 1.098 ACRES OF LAND ABEL L. EAVES SURVEY ABSTRACT 215, WILLIAMSON COUNTY, TEXAS All that certain 1.098 acres of land in the Abel L. Eaves Survey Abstract 215, Williamson County Texas, out of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP. Recorded under document number 2008021486 in the Official Public Records of -Williamson County, Texas, and more particularly described by metes and bounds as follows: (All bearings based on the Texas State Plane Coordinate System, Central Zone) COMMENCING at a 1/2" iron rod found for the northeast corner of the aforesaid 98.20 acre tract, common to the northwest corner of Tract 1, a 1200.19 acre tract according to the deed from Charles Needham Avery, III trustee to Avery Ranch Company, LTD. recorded under document number 2002071336 in the Official Public Records of Williamson County, Texas said iron rod called in the Boundary Line Agreement recorded under Volume 958 Pae 772 in the Deed Records of Williamson County, Texas, and in the south line of Univers' Boulevard (right-of-way varies), recorded under Volume 1712 Page 789 in the Deed ecords of Williamson County, Texas, from which a 1/2" iron rod found for the most northerly northwest corner of the aforesaid 98.20 acre tract bears South 69° 31' 37" West - 1012.44'; THENCE South 69° 31' 37" West - 864.87' along said south right-of-way line to the northeast corner and POINT OF BEGINNING of the herein described tract; THENCE South 20° 50' 18" East - 318.28' departing said south right-of-way line to the southeast corner of the herein described tract; THENCE South 69° 09' 42" West - 150.00' to the southwest corner of the herein described tract in the east right-of-way line of Sandy Brook Drive (60' right-of-way); THENCE North 20° 50' 18" West - 309.56' along said east right-of-way line to a point on curve to the right having a radius of 20.00' and a central angle of 28° 48' 50' and from which the center of the circle of said curve bears North 68° 52' 36" East; THENCE along said curve to the right in a northeasterly direction an arc distance of 10.06' to the end of curve, in the south right-of-way line of the aforesaid University Boulevard; THENCE North 69° 31' 37" East - 147.57' along said south right-of-way line to the POINT OF BEGINNING of the herein described tract and containing 1.098 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Original Issue Date: February 25, 2008 Job No. 1135-012-08-551 Certificatio ►"-te February 2 / 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING DOCUMENTS AND SHOULD NOT BE USED FOR REAL PROPERTY TRANSFER. ZONING SUBPARCEL 1-B METES AND BOUNDS DESCRIPTION OF 0.6894 ACRES OF LAND ABEL L. EAVES SURVEY ABSTRACT 215, WILLIAMSON COUNTY, TEXAS AN that certain 0.6894 acres of land in the Abel L. Eaves Survey Abstract 215, Williamson County Texas, out of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings LP. Recorded under document number 2008021486 in the Official Public Records of Williamson County, Texas, and more particularly described by metes and bounds as follows: (All bearings based on the Texas State Plane Coordinate System, Central Zone) COMMENCING at a 1/2" iron rod found for the northeast corner of the aforesaid 98.20 acre tract, common to the northwest corner of Tract 1, a 1200.19 acre tract according to the deed from Charles Needham Avery, III trustee to Avery Ranch Company, LTD. recorded under document number 20020!1336 in the Official Public Records of Williamson County, Texas said iron rod called in the Boundary Line Agreement recorded under Volume 958 Pae 772 in the Deed Records of Williamson County, Texas, and in the south line of Univers' Boulevard (right-of-way varies), recorded under Volume 1712 Page 789 in the Deed ecords of Williamson County, Texas, from which a 1/2" iron rod found for the most northerly northwest corner of the aforesaid 98.20 acre tract bears South 69° 31' 37" West - 1012.44'; THENCE South 69° 31' 37" West - 864.87' along said south right-of-way line to an angle corner; THENCE South 20° 50' 18" West - 318.28' departing said south right-of-way to the northeast comer and POINT OF BEGINNING of the herein described tract; THENCE South 20° 50' 18" East - 200.76' to the southeast corner of the herein described tract in the north right-of-way line of proposed Satellite View (65' right-of- way); THENCE South 69° 08' 34" West - 129.99' along said north right-of-way line to the Point of Curvature of a curve to the right having a radius of 20.00' and a central angle of 90° 01' 09" THENCE along said curve to the right in a northerly direction an arc distance of 31.42' to the end of curve in the east right-of-way line of Sandy Brook Drive (60' right-of-way); THENCE North 20° 50' 18" West - 180.81' along said east right-of-way line to the northwest corner of the herein described tract; THENCE North 69° 09' 42" East - 150.00' to the POINT OF BEGINNING of the herein described tract and containing 0.6894 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Original Issue Date: February 25, 2008 Job No. 1135-012-08-551 Certification r • ' February 25, /1108'` THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING DOCUMENTS AND SHOULD NOT BE USED FOR REAL PROPERTY TRANSFER. ZONING SUBPARCEL 1-C METES AND BOUNDS DESCRIPTION OF 6.975 ACRES OF LAND ABEL L. EAVES SURVEY ABSTRACT 215, WILLIAMSON COUNTY, TEXAS All that certain 6.975 acres of land in the Abel L. Eaves Survey Abstract 215, Williamson County Texas, out of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP. Recorded under document number 2008021486 in the Official Public Records of -Williamson County, Texas, and more particularly described by metes and bounds as follows: (All bearings based on the Texas State Plane Coordinate System, Central Zone) COMMENCING at a 1/2" iron rod found for the northeast corner of the aforesaid 98.20 acre tract, common to the northwest corner of Tract 1, a 1200.19 acre tract according_to the deed from Charles Needham Avery, III trustee to Avery Ranch Company, LTD. recorded under document number 2002011336 in the Official Public Records of Williamson County, Texas said iron rod called in the Boundary Line Agreement recorded under Volume 958 Pae 772 in the Deed Records of Williamson County, Texas, and in the south line of Univers' Boulevard (right-of-way varies), recorded under Volume 1712 Page 789 in the Deed ecords of Williamson County, Texas, from which a 1/2" iron rod found for the most northerly northwest corner of the aforesaid 98.20 acre tract bears South 69° 31' 37" West - 1012.44'; THENCE South 69° 31' 37" West - 275.42' alongsaid south right-of-way line to the northeast comer and POINT OF BEGINNING of he herein described tract in the west right-of-way line of Campus Village Drive (65' right-of-way); THENCE South 20° 28' 23" East - 495.23' departing said south right-of-way line and along said west right-of-way line to the Pgint of Curvature of a curve to the right having a radius of 20.00' and a central angle of 89 36' 57" THENCE along said curve to the right in a southwesterly direction an arc distance of 31.28' to the end of curve, in the north right-of-way line of proposed Satellite View (65' right-of-way); THENCE South 69° 08' 34" West - 566.29' along said north right-of-way line to the southwest corner of the herein described tract; THENCE North 20° 50' 18" West - 519.04' departing said north right-of-way line to the northwest comer of the tract herein described in the south right-of-way line of aforesaid University Boulevard; THENCE North 69° 31' 37" East - 589.45' along said south right-of-way line to the POINT OF BEGINNING of the herein described tract and containing 6.975 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Original Issue Date: February 25, 2008 Job No. 1135-012-08-551 Certificatio -'Date February , 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING DOCUMENTS AND SHOULD NOT BE USED FOR REAL PROPERTY TRANSFER. e_ N, 0l Z 10" Z:0 if 0., mr cn W ■ a tTi `6 0 Cn M 1r£.80.69 S SANDY BROOK DR. (60' ROW) N 20'50'18" W 180.81' '10 SUBPARCEL 1-B 0.8894 AC 8 200.76' 01 01 is) 40. In to 0 (00 N 309.56' SUBPARCEL 1-A 1.098 AC 318.28' N 20'50'18" W 519.04' '23" E 49 S VYLLAG (1115' ROW) DOC. 2009005485 0.P.R.W.C.T. TEMPORARY EASEMENT AGREEMENT DOC. 2009005487 0.P.R.W.C.T, co co t0 N 20'28'23" W 494.53' 19 3 "9£, ! ! l l S (n Ntn m C Q PPP p t" m> 0 RECORDERS MEMORANDUM All or part of the text on this page was not clearly legible for satisfactory recordation. METES AND BOUNDS DESCRIPTION OF 2.307 ACRES OF LAND ABEL L. EAVES SURVEY ABSTRACT 215, WILLIAMSON COUNTY, TEXAS All that certain 2.307 acres of land in the Abel L. Eaves Survey Abstract 215, Williamson County Texas, out of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP. Recorded under document number 2008021486 in the Official Public Records of Williamson County, Texas, and more particularly described by metes and bounds as follows: (All bearings based on the Texas State Plane Coordinate System, Central Zone) BEGINNING at a 1/2" iron rod found for the northeast corner of the aforesaid 98.20 acre tract, common to the northwest corner of a 1200.19 acre tract according to the deed from Charles Needham Avery, III trustee to Avery Ranch Company, LTD. recorded under document number 2002071336 in the Official Public Records of Williamson County, Texas, said iron rod is in the Boundary Line Agreement recorded under Volume 958 Page 772 in the Deed Records of Williamson County, Texas, said iron rod is in the south line of University Boulevard Right -Of -Way varies, recorded under Volume 1712 Page 789 in the Deed Records of Williamson County Texas, from which a 1/2" iron rod found for the most northerly northwest corner of the aforesaid 98.20 acre tract bears South 69° 31' 37" West - 1012.44'; THENCE South 17° 11' 36" East - 514.29' along the line of the aforesaid Boundary Line Agreement, to a 1/2" iron rod with cap stamped "PATE" set for the southeast corner of the herein described tract; THENCE South 69° 08' 34" West - 160.87' to a 1/2" iron rod with cap stamped "PATE" for the Point of Curvature of a curve to the right having a radius of 20.00 and a central angle of 90° 23' 03"; THENCE along said curve to the right in a northwesterly direction an arc distance of 31.55' to a 1/2" iron rod with cap stamped "PATE" for the end of curve in the east line of Village Drive 65' right-of-way recorded under document 200900546'5 in the Official Public Records of Williamson County, Texas; THENCE North 20° 28' 23" West - 494.53' along the east line of said Village Drive to a 1/2" iron rod with cap stamped "PATE", in the south line of aforesaid University Boulevard and the northwest corner of the herein described tract; THENCE North 69° 31' 37" East - 210.42' along the south line of said University Boulevard to the POINT OF BEGINNING of the herein described tract and containing 2.307 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Original Issue Date: November 17, 2009 Job No. 1135-012-09-520 PRELIMINARY- this document shall not be recorded for any purpose Certification Date November 17, 2009 THIS LEGAL DESCRIPTION IS ISSUED AS "PART TWO" IN CONJUNCTION WITH THE LAND SURVEY BY PATE SURVEYORS LAST CERTIFIED NOVEMBER 17, 2009. REFERENCE IS HEREBY MADE TO THAT SURVEY AS "PART ONE". _Jai RECORDERS MEMORANDUM All zpart Jtntext on mGpg was not clearly legible satisfactory recordation. PARCEL 2 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 6.06 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 6.06 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a '/2" iron rod found with a Baker-Aicklen cap in the southerly right-of- way ight-ofway line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Official Records of Williamson County, Texas (Chandler Road width varies, County Road 114) for the corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas and the northeast corner of said 98.20 acre tract, and falling in the Boundary Line Agreement between John H. May and wife Grace 3. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas, from which a %s" iron rod with Bernhardt cap found for a northwest comer of said 98.20 acre tract, common to a point in the south line of said University Boulevard bears South 69°31'37" West, a distance of 1012.44' THENCE, South 17°11'36" East, a distance of 546.86', with said common line to a point for a corner; THENCE, South 69°08'34" West, a distance of 211.64', crossing said 98.20 acre tract to the POINT OF BEGINNING of the herein described tract THENCE, over and across said 98.20 acre tract the following seven (7) courses and distances; 1. South 20°28'23" East, a distance of 50.79' to the point of curvature of a curve to the right having a Delta angle of 35°24143", and a radius of 500.50'; 2. Along said curve to the right a Chord Bearing of South 02°46'02" East, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 3. South 14°56'20" West, a distance of 226.78' to the point of curvature of a curve to the left having a Delta angle of 01°01'37", and a radius of 760.00'; Page 2 of 2 4. Along said curve to the left a Chord Bearing of South 14°25'31" West, a Chord Distance of 13.62', and an Arc Distance of 13.62'to the end of curve; 5. South 69°08'34" West, a distance of 334.85' to a point for a corner; 6. North 20°51'26" West, a distance of 535.24' to a point for a corner; 7. North 69°08'34" East, a distance of 570.23' to the POINT OF BEGINNING of the tract herein described and containing 6.06 acres of land. Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. til 4.0 -J TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, 111, TRUSTEE TO AVERY RANCH COMPANY, LTD_ DOCUMENT N0. 2002071336 0.P.R.W.C.T. N 47 (11 0 40 ko N 69'08'34" E • O. cD 0 M (1J O 0 d C13 ZE= II W Lal zZ z0 N a� a! Q ° Z g 0 II'Z 9£S dt «93,IS.O3 M • 2 RADIAL BEARING O to N 2 1- O z 0 I.L oi MO ' ) N t0 0 ce 0 to 0 0 0 O 0 (o N W -J 0 z W N N O 0 U N U DISTANCE 1 p, O Ln 226.78' co 4 t1) t) 546.86' 1 (0d; T 04 -Ni- N O cD Z Q m W r)) N N.— N M „OZ,99.-17l S S 69'08'34" W W i� M S 69'08'34" W 1 K) T M O c0 1 LINE -.1 J J L4 J PAGE 2 OF 2 V m 0 4 ill :. 8011 r z g go) iuO 15 <1. 15vW€1.4 01 g • 4`' i `°a6 d '�Z1S J rk9 gr.44,5,IIL E. a4I2 0 1 1 31 04• a o ce PARCEL 3 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 8.83 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 8.83 ACRES OUT OF THAT CERTAIN 98.20 ACRE IRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a 'A" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 3A as recorded in Cabinet 0, Slides 318-319, in the Plat Records of Williamson County, Texas common to an westerly corner of said 98.20 acre tract; THENCE North 20°51'26" West, a distance of 25.00' with the said common easterly right-of- way line of Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a comer; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following nine (9) courses and distances; 1. North 69°08'34" East, a distance of 178.19' to a point for a corner; 2. South 20°51'26" East, a distance of 535.24' to a point for a corner; 3. North 69°08'34" East, a distance of 334.85'to a point on a curve to the left having a Delta angle of 15°10'10", a radius of 760.00', and from which point the radius bears South 76°05'17" East; 4. Along said curve to the left a Chord Bearing of South 06°19'38" West, a Chord Distance of 200.63', and an Arc Distance of 201.21' to the end of the curve herein described; 5. South 01°15'27" East, a distance of 365.94' to the point of curvature of a curve to the left, having a Delta Angle of 24°19'29", a Radius of 460.00'; 6. Along said curve to the left a Chord Bearing of South 13°25'12" East, a Chord Distance of 193.83', and an Arc Distance of 195.29' to the end of the curve herein described; 7. South 64°25'04" West, a distance of 60.54'to the point of curvature of a curve to the right, having a Delta angle of 42°03'32", and a radius of 400.00'; Page 2 of 3 8. Along said curve to the right a Chord Bearing of South 85°26'50'+ West, a Chord Distance of 287.08 ', and an Arc Distance of 293.63' to the end of the curve herein described; 9. North 73°31'24" West, a distance of 42.31' to a point in the easterly right-of-way line of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a point in the westerly line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following sixteen (16) courses and distances; 1. North 16°28'36" East, a distance of 30.00' to a'/2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 17°18'04" East, a Delta Angle of 83°12'07", and a radius of 20.00'; 2. With said curve to the right a Chord Bearing of North 31°05'53" West, a Chord Distance of 26.56', and an Arc Distance of 29.04' to a %2" iron rod with Baker-Aicklen cap found for the reverse curvature of a curve to the left from which the radius bears North 79°45'02" West, a Delta Angle of 31°01'07", and a Radius of 435.63; 3. With said curve to the left a Chord Bearing of North 05°15'35" West, a Chord Distance of 232.97', and an Arc Distance of 235.84' to a 'A" iron rod with RJE&S cap found for the reverse curvature of a curve to the right from which the radius bears North 68°54'55" East, a Delta Angle of 89°19'49", and a Radius of 20.00'; 4. With said curve to the right a Chord Bearing of North 23°34'50" East, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 5. North 20°53'54" West, a distance of 50.00' to a '1? iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°03'23" West, a Delta Angle of 89°15'21", and a Radius of 20.00'; 6. With said curve to the right a Chord Bearing of North 65°25'42" West, a Chord Distance of 28.10', and an Arc Distance of 31.16' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 7. North 20°55'08" West, a distance of 159.96' to a %2" iron rod with Baker-Aiclden cap found for the point of curvature of a curve to the right from which the radius bears North 69°02'56" East, a Delta Angle of 90°26'12", and a Radius of 20.00'; 8. With said curve to the right a Chord Bearing of North 24°16'02" East, a Chord Distance of 28.39', and an Arc Distance of 31.57' to a' '2" iron rod with RJE&S cap found for the end of the curve herein described; 9. North 20°55'24" West, a distance of 49.85' to a %2" iron rod with RJE&S cap found for the point of curvature of a curve to the right from which the radius bears North 20°53'51" West, a Delta Angle of 91°15'25", and a Radius of 20.00'; Page 3 of 3 10. With said curve to the right a Chord Bearing of North 65°16'08" West, a Chord Distance of 28.59', and an Arc Distance of 31.85' to a %2" iron rod with RJE&S cap found for the end of the curve herein described; 11. North 20°50'46" West, a distance of 199.64' to a %2" iron rod found for the point of curvature of a curve to the right passing at 119.53', the north line of said STONEY BROOK SECTION 5 and the south line of said REPLAT OF STONEY BROOK SECTION 3A, from which the radius bears North 68°32'21" East, a Delta Angle of 90°21'12", and a Radius of 20.00'; 12. With said curve to the right a Chord Bearing of North 23°42'56" East, a Chord Distance of 28.37', and an Arc Distance of 31.54' to a found %2" iron rod for the end of the curve herein described; 13. North 20°54'28" West, a distance of 49.84' to a %2" iron rod found for the point of curvature of a curve to the right, from which the radius bears North 20°18'26" West, a Delta Angle of 89°19'14", and a Radius of 20.00'; 14. With said curve to the right a Chord Bearing of North 65°38'49" West, a Chord Distance of 28.12', and an Arc Distance of 31.18' to a 1/4" iron rod found for the end of the curve herein described; 15. North 20°53'44" West, a distance of 199.92' to a %2" iron rod found for the point of curvature of a curve to the right from which the radius bears North 68°55'12" East, a Delta Angle of 90°29'23", and a Radius of 20.00'; 16. With said curve to the right a Chord Bearing of North 24°09'54" East, a Chord Distance of 28.41', and an Arc Distance of 31.59' to the POINT OF BEGINNING of the herein described tract and containing 8.83 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, IC.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. SATELLITE VIEW REPLAT OF STONEY BROOK SECTION THREE "A" L2 LORSON LOOP a Q SANDY BROOK DRIVE ~ 1 G: ao, Rama CAB, O. SL. 318-3i9 81.301- LEGEND O route 1/2' IRON ROO SINLESS OTHERWISE NOTED Q CONTROLLING NONIINENT • CALCULATED PONT STONEY BROOK SECTION 5 SANDY BROOK DRIVE C60' R.O W.> CAB. Y. SL. 184 P.R.W.C.T. 7 \ 2 n 1RON ROD INA 1/2 1. RODS N1TN RIOS CAP 1 FNA 1/2 1. R00 WITH RJEIS CAP rNA 1/2 1. ROD WITH DIA CAP S 20.51'26" E 0' 98.20 ACRES THE STATE Of TEXAS TO S88 HOLDINGS. LP. DCC. No. 2008021486 0.P.R.W.C.T. 200' PARCEL 3 OFFICE 8.83 ACRES el� WITHS F IR L 1. LAP G6 FNp. In 1. BOOS WITH RJE1S CAP / FNA 1/2 1. RDD WITH NA CAP / 4 98.20 ACRES THE STATE OF TEXAS C TO 588 HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. ABBREVIATION TABLE FNR FOUND P.O.C. POINT OF COMMENCEMENT P.0.8. PONT OF BEGINNING DOC DOCUMENT O.P.R.W.C.T. OFFICIAL. PROPERTY RECOR06 OF WILIAMSON COUNTY. TEXAS OR.0C.T. OFFICIAL RECORDS OF WILLIAMSON COUNTY. TEXAS P.R.11C.T. PLAT RECORDS OF WILLIANSCN COUNTY, TEXAS R.O.W. RIONT OF WAY VOL VOLUME PG. PAGE NO. NUMBER 1,2 w CG 400' 98.20 ACRES THE STATE OF TEXAS TO S88 HOLDINGS. LP. DOC. No. 2008021488 0.P.R.W.C.T. PAGE 1 OF 2 600' PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7601 WYRM M Tacos MIN $i..la0•AIr1n. 1X 1I7314441t31o01100•Fn611,S400101• UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L. EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS DRAY& R.O. ORIQNAL I ORIGN AL ISSUE DATE: 99/09/08 I SCALE r200 JOB NO.: 1135-012-00—A800 LINE BEARING DISTANCE CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 15'10'10" 760.00' 201.21' S 06'19'38" W 200.63' S 76'05'17" C2 24'19'29" 460.00' . 195.29' S 13'25'12" E 193.83' E C3 42'03'32" 400.00' 293.63' S 85'26'50" W 287.08' L10 C4 8312'07" 20.00' 29.04' N 31'05'53" W 26.56' N 1718'04" C5 31'01'07" 435.63' 235.84' N 05'15'35" W 232,97' E C6 89'19'49" 20.00' 31.18' N 23'34'50" E 28.12' C7 89'15'21" 20.00' 31.16' N 65'25'42" W 28.10' N 20'03'23" C8 90'26'12" 20.00' 31.57' N 24'16'02" E 28.39' W C9 91'15'25" 20.00' 31.85' N 65'16'08" W N 69'02'56" E 28.59' N 20'53'51" C10 90'21'12" 20.00' 31.54' N 23'42'56" E 28,37' W N 68'32'21" C11 89'19'14" 20.00' 31.18' N 65'38'49" W 28.12' E N 20'18'26" C12 90'29'23" 20.00' 31.59' N 24'09'54" E 28.40' W N 68'55'12" E LINE BEARING DISTANCE L1 N 20'51'26" W 25.00' L2 N 69'08'34" E 178.19' L3 S 64'25'04" W 60.54' L4 N 73'31'24" W 42.31' L5 N 16'28136" E 30.00' L6 N 20'53'54" W 50.00' L7 N 20'55'08" W 159.96' L8 N 20'55'24" W 49.85' L9 N 20'50'46" W 199.64' L10 N 20'54'28" W 49.84' 1.11 N 20'53'44" W 199.92' PAGE 2 OF 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7001 Capita .t Tera MAY.. SN. 370411•114 of 707314I4134411000041141:7100/04-nriNungsaa UNIVERSITY VILLAGE ZONING EXHIBIT 8.83 ACRES PARCEL 3 ABEL L EAVES SURVEY, A-215 W.UAMSON COUNTY, TEXAS ORA1101: I ORIGINAL SSW DATE 011/09MJ SCALE T• : 200 VAT/47-✓$' JOB NO.: 1135-012-00-A800 PARCEL 4 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 5.07 ES OF LAND IN THE ABEL L. EAVESURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 5.07 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN ABEL L. EAVES SURVEY ABSRACT NO, 215, WILLIAMSON COTHE AS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND TEXAS THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDING BENEFIT OF RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL L.P. AS RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON OF ROUND ROCK GPS STATIpNS: ROUND ROCK 0I-035 AL PUBLIC ROUND ROCK 01 -011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TTHE CITY STATE PLANE COORDINATE SYSTEM CE ROUND ROCK ES, TEXAS AND CENTRAL ZONE. COMMENCING at a %z" iron rod found with a Baker-Aicklen cap in the southerly way line of University Boulevard (width varies) as recorded in Volume 1712, Page 789 Records of Williamson right-of- way County, Texas (Chandler Road width varies, County Road 114)forOfficial corner common to the northwest corner of the residue of a 1,200.19 acre tract conveyed Trustee Distribution Deed from Charles Needham Ave y by Equivalent Trust to Avery Ranch Comas Avery, III Trustee of the Exemption 2002071336 of the Official Public Records of Williamson rCount act 1 as I,dTexasDocument Number corner of said 98.20 acre tract, and falling in the Boundaryyand the northeast May and wife Grace J. May and Charles Needham Avery, Jr. al assrreecordedbin John H. 8, Page 772 of the Deed Records of Williamson County, Texas; Volume 958, THENCE, South 17°11'36" East, a distance of 546.86', with said common line OF BEGINNING of the tract herein described; to the POINT THENCE, South 17°11'36" East, a distance of 704.88', continuing with the line co west line of said Avery Ranch Company tract and the east line of said 98.20 acre ac to the common to said Boundary Line Agreement; tract, also THENCE, `NCE, over and across said 98.20 acre tract the following six (6) courses and 1. South 69°37'00" West, a distance of 488.40' to a point ondistances; Delta angle of 15°02'51", a radius of 760.00', anfrowhich radiuscurve hehaving a North 89053'29" East; bears 2. Along said curve to the right a Chord Bearing of North 07°24'55" East, a C of 199.02', and an Arc Distance of 199.60'to the end of curve; hord Distance 3. North 14°5620" East, a distance of 226.78' to a point on a curve to the le Delta angle of 354'43", and a radius of 500.50'; ft having a Page 2 of 2 4. Along said curve to the left a Chord Bearing of North 02°46'02" West, a Chord Distance of 304.44', and an Arc Distance of 309.34'to the end of curve; 5. North 20°28'23" West, a distance of 50.79' to a point for a corner; 6. North 69°08'34" East, a distance of 211.64', to the POINT OF BEGINNING of the herein described tract and containing 5.07 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 Neil Hines, R. ' .L. S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. TRACT 1 1200.19 ACRES RESUME CHARLES NEEDHAM AVERY, 111. TRUSTEE TO AVERY RANCH COMPANY. LTD. DOCUMENT NO. 2002071336 O. P.R. W. C. T. 98.20 ACRES THE STATE OF TEXAS TO S88 HOLDINGS, LP. 00C. No. 2008021486 O.P. R. W. C. T. 1200.19 ACRES RESUME CHARLES NEEDHAM AVERY, IO, TRUSTEE TO AVERY RANCH COMPANY, LTD. DOCUMENT NO. 2002071336 0.P.R.WC.T. 98.20 ACR THE STATE OFE TEXAS TO S88 HOLDINGS. LP. DOC. No. 2008021486 0.P.R.W.C.T. route POINT OF COfogENCEMENT POINT W SEORENINO DOCUUENT WICK PROPERTY RECORDS Of KILUAWSON COUNTY, TEXAS OFFICIAL RECORDS OF WILUANSON COUNTY, TEXAS PLAT RECORDS Of WILUANSON COUNTY. TEXAS RICHT OF WAY VOLUME PACE NUMB R PARCEL 5 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 25.82 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 25.82 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND L. EAVES SURVEY ABSRACT NO.215, WILLIAMSON COUNTY TEXAS FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT ' SITUATED IN THE ABEL FRO HE STATE TO SBBXHOLDINGS, L.P. AS RECO CONVEYEDMANENBY SCHOOLL 2008021486 OF THE OFFICIAL PUBLIC OD THE PERMANENT R BEARINGS ARE BASEDEONFI THE CITY OF ROUNDCROCKRECORDED DOCUMENT NUMBER RECORDS OF WILLIAMSON COUNTY 035, ROUND RACK 01-010, AND ROUND ROCK 01-E11. NAD 83 � TEXAS. 035, D R TEXAS STATE PLANE R GPS STATIONS: ROUND ROCK 01- �HARN 93 HORIZONTAL BEGINNING at a %z" iron rod found in the COORDINATE SYSTEM CENTRAL, ZONE. according to the plat thereof of STONEYeasterly right -of --way of BROOK SECTION 6 as recorded Sandy Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Brook Drive � R.O.W.) and common to a Texas common to the southwest corner of said 98.20 acre tract point in the north line of LAKESIDE SUBDJVISON SECTION ONE accord plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County T��sthe THENCE with the said common easterly right-of-way line Sandy Brook 98.20 acre tract, the following three (3) courses and distances; Drive and the west line of said 1. Noith 21°13'40" West, a distance of 104.68', to the point of curvature of a curve to the right, having a delta angle of 89°58'58", a radius of 20.00'; 2. Along said curve to the right a Chord Bearing of North 23°45'49" 28.28', and an Arc Distance of 31.41', and from which point a 2" iron rod bears North 54°26'06" East, a Chord Distance of West, a distance of 0.15'; with a G&R cap found 3. wNorth 21&°1R3 '40" West, a distance of 50.00�' to�, a point for a corner froith a G cap found bear South 37 27 53 THENCE leaving said common ° West, a distance of 0.13'm; which point a 'A" iron rod T 20 Celled and c easterly righht-of-way line Sandy rossing the said 98.20 acre tract the following fifteen (15) courses and diBrook Drive and the west line of said 1. North 68°46'20" East, a distance of 267.53' to.a stances; 2. North 23°29'29" West, a distance of 40.69' topoint for a corner; 3.10°00'0"North 10°Op°a point for a corner, West, a distance of 220.99' to a point fora corner, 4. North 35°49'52" West, a distance of 144.22' to a point for a corner; 5. North 0I°35'24" ' West, a distance of 109.71' to a point for a corner; 6. North 34°37'03" West, a distance of 54.37' to a point for a comer; 7. North 19°41'25" East, a distance of 107.41' to a point for a corner; Page 2 of 3 8. North 28°44'31" West, a distance of 85.74' to a point for a corner; 9. North 04°09'46" East, a distance of 71.11' to a point for a corner; 10. North 36°09'23" West, a distance of 33.20' to a point for a comer; 11. North 87°07'02" West, a distance of 95.91' to a point for a corner; 12. North 01°36'55" West, a distance of 125.69' to a point for a corner; 13. North 80°10'39" West, a distance of 116.52' to a point for a corner; 14. South 51°28'34" West, a distance of 118.98' to a poiut for a corner; 15. South 62°45'36" West, a distance of 211.40' to a point for a corner in the said easterly right-of- way line Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract; THENCE with the said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, the following two (2) courses and distances; 1. North 47°24'09" West, a distance of 125.825' to the point of curvature of a curve to the right, having a delta angle of 12°28'44", a radius of 333.33', and from which point the radius bears North 42°33'43" East; 2. Along said curve to the right a Chord Bearing of North 41°11'55" West, a Chord Distance of 72.45', and an Arc Distance of 72.60'to the end of curve; THENCE leaving said common easterly right-of-way line of Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following twelve (12) courses and distances; 1. North 85°06' 10" East, a distance of 177.08' to a point for a comer; 2. North 13°29'24" East, a distance of 60.37' to a point for a corner; 3. North 22°24'55" East, a distance of 178.02' to a point for a corner, 4. North 48°55'09" East, a distance of 270.00' to a point for a corner, 5. North 65°42'42" East, a distance of 377.25' to the point of curvature of a curve to the right, having a delta angle of 17°42'57", a radius of 807.50', and from which point the radius bears South 47°00' 15" West; 6. Along said curve to the right a Chord Bearing of South 34°08' 16" East, a Chord Distance of 248.69', and an Arc Distance of 249.68'to the end of curve herein described; 7. South 25°16'47" East, a distance of 158.10' to a point for a comer; 8. South 32°38'44" East, a distance of 98.86' to a point for a corner; 9. South 24°08'21" East, a distance of 221.02' to a point for a corner; 10. South 40°41137" East, a distance of 275.54' to a point for a corner; , Page 3 of 3 11. South 44°13'33" East, a distance of 188.80' to a point for a corner; 12. South 67°41'30" East, a distance of 99.05' to a point in the south line of said 98.20 acre tract, common to a point in a northwesterly line of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; THENCE with the said common line of 98.20 acre tract, 1200.19 acre tract, and boundary line agreement, the following two (2) courses and distances; 1. South 71°47'06" West, a distance of 53.98' to 'A" iron rod found for an easterly comer of the said 98.20 acre tract; 2. South 11°26'34" East, a distance of 360.66' to rail road spike found for the corner common to the northeast corner of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of said 1200.19 acre tract and the most southeasterly corner of the tract herein described; THENCE South 68°46'33" West, a distance of 1026.21' with the line common to the south line of said 98.20 acre tract and the north line of said LAKESIDE SUBDIVISION SECTION FOUR and the north line of said LAKESIDE SUBDIVISON SECTION ONE to the POINT OF BEGINNING of the herein described tract and containing 25.82 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 (h,. Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. \ \ / 122 123 98.20 ACRES THE STATE OF TEXAS TO S8B HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. C3 121 L19 STONEY BROOK SECTION 6 14.513 ACRES CAB. Y SL. 323 DOC. NO. 2004032889 O.P.R.W.C.T. SANDY BROOK DANE (60' RD.V.1 CAH. R. SL. 363-364 PR.V.C.T. FOUND 1f2 IRON ROO WRH Wec OP BOPS s 372r63_r asY 1p L4 — — — — —IC L3 —1 � • 'oo r% DRAINAGE 91 e»a aRr UNE > RVO o.PRw.CT. TOLD 96B PR1. 772 t LI N 547 ROD w kohl Rr eJ _ P.03/ n----r--� T -i- MOM 1100 L32^ _ I \ \ • � I L — � J SBCTIION 1 FINDAL Pial) 1 SECTIONLAKESIDE 4SFINAL PLA 1 1 .... W -DAB. R SLIB9-1110 1 1 ` �' f. 11.CtX�- . I 1 PRYEGT. , t- -- — LI7 6L15 L14 L13 L1 Li I L10 L9 L8 L7 L6 124 L5 PARCEL 5 OPEN SPACE 25.82 ACRES 98.20 ACRES THE STATE Of TEXAS TO 5BB HOLDINGS, LP. DOC. No. 2008021486 0.P.R.W.C.T. 125 1.26 127 BYMBOL LEOOD Q FOUND I/2 IRON Roo UNLESS 01HERY SE NOTED • 00NTROLUNO 110NI SENT • CALCULATED POINT ABBREVIATION TABLE FND. FOUND P.O.C. POW OF CCIMENCEMEN7 P.O.B. POINT OF BEGINNING DOC 000AIINT 0.P.R.W.C.T. OFFICIAL PROPERTY RECORDS OF YIRIIANSON COUNTY. TEXAS O:R.N6C.T. OFFICIAL RECORDS OF IBUJAMSON COUNTY, TEXAS P.R.W.C.T. PLAT RECORDS OF VYILUAMSON COUNTY. TEXAS R.O.I. RICK OF WAY VOL VOLUME PC. PAGE NO. NUMBER 0' IN — I 300' L28 L29 DPRIOARTUNE ,ACI /MOW DAUM 131 TRACT 1 1200.19 ACRES RESUME CHARLES NEEDHAM AWRY, IN, TRUSTEE AWRY RANIO CCOMPANY, LTO. ha RM. DOCUMENT NO. 2002071336 Rory SAXE OP.R NCC T. 600' 900' PAGE 1 OF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7061 Cp0.a111 TWO H7.. Bk 36D.Angb. TX 7113t•POME1100100•Fg5123W0001eivoRItesso.Ian UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL 5 ABEL L EAVES SURVEY, A-215 WIWAMSON COUNTY, TEXAS CRAM R.C. coma (ORICRIAL E BRIE GATE' WOVE* SCALE 1A711741,412 JOB NO.: 1135-012--00—A800 1• :300 RECORDERS MEMORANDUM AB or part of the text on this page was not clearly legible for satisfactory recordation. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 89'58'58" 20.00' 31.41' N 23'45'49" E 28.28' N 23'29'29" W C2 12'28'44" 333.33' 72.60' N 41'11'55" W 72.45' N 42'33'43" E C3 17'42'57" 807.50' 249.68' S 34'08'16" E 248.69' S 47'00'15" W LINE BEARING DISTANCE 11 N 21'13'40" W 104.68' L2 N 21'13'40" W 50.00' L3 N 68'46'20" E 267.53' L4 N 23'29'29" W 40.69' L5 N 10'00'09" W 220.99' L6 N 35'49'52" W 144.22' L7 N 01'35'24" W 109.71' L8 N 34'37'03" W 54.37' L9 N 19'41'25" .E 107.41' 110 N 28'44'31" W 85.74' L11 N 04'09'46" E 71.11' 112 N 36'09'23" W 33.20' 113 N 8707'02" W 95.91' 114 N 01'36'55" W 125.69' L15 N 80.10'39" W 116.52' L16 S 51'28'34" W 118.98' L17 S 62'45'36" W 211.40' L18 N 47'24'09" W 125.85' L19 N 85'06'10" E 177.08' L20 N 13'29'24" E 60.37' L21 N 22'24'55" E 178.02' L22 N 48'55'09" E 270.00' L23 N 65'42'42" E 377.25' L24 S 25'16'47" E 158.10' L25 S 32'38'44" E 98.86' L26 S 24'08'21" E 221.02' L27 S 40'41'37" E 275.54' 128 S 44' 13'33" E 188.80' 1.29 S 6741'30" E 99.05' L30 5 71'47'06" W 53.98' 131 S 11'26'34" E 360.66' L32 S 68'46'33" W 1026.21' PAGE 2 OF 2 PATE 4 SURVEYORS A DIVISION OF PATE ENGINEERS, INC. TOM G m. Taos No. Shy. XSO.Auso. Tx TM ...X912.3400110T0F.A5123400404.xsopelossAan UNIVERSITY VILLAGE ZONING EXHIBIT 25.82 ACRES PARCEL 5 ABEL L. EAVES SURVEY, A-215 WILUAMSON COUNTY, TEXAS DIM% R. ISSUE DATE: +10/00/00 I SCALE JOB NO.: 1135-012-00-A800 PARCEL 6 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF 7.80 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 7.80 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01- 035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. COMMENCING at a' 'A" iron rod found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas common to the southwest corner of said 98.20 acre tract and common to a point in the north line of Lakeside Subdivision Section 1 Final Plat according to the plat thereof recorded under Cabinet R, Slides 189-190 in the Plat Records of Williamson County Texas and from which a rail road spike found for the corner common to the northeast comer of LAKESIDE SUBDIVISION SECTION FOUR as recorded in Cabinet X, Slides 285-286 of the Plat Records of Williamson County, Texas, a southerly corner of said 98.20 acre tract, a westerly corner of the residue of a 1,200.19 acre tract conveyed by Trustee Distribution Deed from Charles Needham Avery, III Trustee of the Exemption Equivalent Trust to Avery Ranch Company, Ltd. as Tract 1 as recorded in Document Number 2002071336 of the Official Public Records of Williamson County, Texas, and falling in the Boundary Line Agreement between John H. May and wife Grace J. May and Charles Needham Avery, Jr. et al as recorded in Volume 958, Page 772 of the Deed Records of Williamson County, Texas; bears North 68°46'33" East, a distance of 1026.21'; THENCE North 21°13'40" West, a distance of 194.68', to the POINT OF BEGINNING of the tract herein described in the east right-of-way line of said Sandy Brook Drive, common to a point in the west line of said 98.20 acre tract from which point a 'A" iron rod with a G&R cap found bears North 20°17'07" West, a distance of 0.15'; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following three (3) courses and distances; 1. North 21°13'40" West, a distance of 699.42' to the point of curvature of a curve to the left, having a Delta Angle of 26°11'07", a Radius of 480.98' and from which point a 'A" iron rod with G&R cap found bears North 63°06'54" East, a distance of 0.17'; 2. Along said curve to the left a Chord Bearing of North 34°19'15" West, a Chord Distance of 217.91', and an Arc Distance of 219.82' to a 'A" iron rod found for the end of the curve herein described; 3. North 47°24'09" West, a distance of 49.24' to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following sixteen (16) courses and distances; Page 2 of 2 1. North 62°45'36" East, a distance of 211.40' to a point for a corner; 2. North 51°28'34" East, a distance of 118.98' to a point for a corner, 3. South 80°10'39" East, a distance of 116.52' to a point for a corner; 4. South 01°36'55" East, a distance of 125.69' to a point for a corner; 5. South 87°07'02" East, a distance of 95.91' to a point for a corner; 6. South 36°09'23" East, a distance of 33.20' to a point for a corner; 7. South 04°09'46" West, a distance of 71.11' to a point for a corner; 8. South 28°44'31" East, a distance of 85.74' to a point for a comer, 9. South 19°41'25" West, a distance of 107.41' to a point for a corner; 10. South 34°37'03" East, a distance of 5437' to a point for a comer; 11. South 01°35'24" East, a distance of 109.71' to a point for a corner; 12. South 35°49'52" East, a distance of 144.22' to a point for a corner; 13. South 10°00'09" East, a distance of 220.99' to a point for a corner, 14. South 23°29'29" East, a distance of 40.69' to a point for a comer; 15. South 68°46'20" West, a distance of 267.53' from which point aV2" iron rod with a G&R cap found bears South 37°27'53" West, a distance of 0.13', to the point of curvature of a curve to the right, having a Delta Angle of 89°58'58", a Radius of 20.00', and from which point the radius bears North 21°12'38" West; 16. Along said curve to the right a Chord Bearing of North 66°13'09" West, a Chord Distance of 28.28', and an Arc Distance of 31.41' to the POINT OF BEGINNING of the herein described tract and containing 7.80 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 /h.44.• g.4/6S Neil Hines, R.P.L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. 12 1,5 STONEY BROOK SECTION 8 SANDY BROOK DRNE (60' Rnw.) CAS. Y. SL. 323-32< P.R.W.C.T. w co 0 N 21'13'40" W ® FQVND 1/2. WON ROO NM DRR C,P BEARS N 639644' E 0.17' PARCEL 6 TOWNHOUSE 7.80 ACRES L C �V PAE. FauND wow NOD f11N DAN fo N wirer q a1s a FOUND 1/2' VON NCD W M C&R Ia / CNP 6'FMS S 3T27'SS' N 0.13' CA �'cl► L16 n�--------� `J 0' Wit** VW Ls ti 98.20 ACRES THE STATE OF TEXAS TO . SBB HOLDINGS, LP. DDC. No. 2008021986 0.P.R.W.C.T. STORM WATER DAMAGE EASEMENT t DOC. NO. 2000053391 O.PR.N.C.T. ff woN 1. 1 1 1 1 I ,LAKESIDE SUBDIVISION SECTION 1 MAL PLAT 1—LCAB. RSL.1aS-190' P.R.W.C.T. 200' 400' 600' n n s _� i 215 L18 TRACT 1 1200.19 ACRES RESUIDE CHARLES NEEDHAM AVERY, 11, TRUSTEE TO AVERY RANCH COMPANY. LTD. DOCUMENT NO. 2002071336 0.P.R.W.C.T. BOUNDARY UNE AGREEMENT VOL 958 PG. 772 D.R.W.C.T. I... — ..... — �.! .� — F LAKESIDE SUBDIVISION b 1 1 „ 1 j SECTION 4 FINAL PLAT I CAB. X M..las-266 L _J __ 1 a P.RN:C.T. _ — 1[N4 t0a PAGE 1 OF 2 END. RAIL ROAD SPIKE PATE SURVEYORS A DIVISION Or PATE ENGINEERS, INC. 7501 WWI al Ti... New Sb. 3694soM4 TE 787314161246044904.4134400404.a,y.N,atowe UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L. EAVES SURVEY, A-215 WILLIAMSOON COUNTY, TEXAS DRAIN: R.C. y 45 011 AL I mom = 200' ISWt DATE: 0/09/01 I SCALE JOB NO.: 1135-012-00—AB00 RECORDERS MEMORANDUM All or part of the text on this page was not clearly legible for satisfactory recordation. CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH RADIAL BEARING C1 26'11'07" 480.98' 219.82' N 34'19'15" W 217.91' S 8010'39" E C2 89'58'58" 20.00' 31.41' N 66'13'09" W 28.28' N 21'12'38" W LINE BEARING DISTANCE L1 N 47'24'09° W 49.24' L2 N 62'45'36" E 211.40' 13 N 51'28'34" E 118.98' L4 S 8010'39" E 116.52' L5 S 01'36'55" E 125.69' L6 S 87'07'02" E 95.91' L7 S 36'09'23" E 33.20' L8 S 04'09'46" W 71.11' L9 S 28'44'31" E 85.74' 110 S 19'41'25" W 107.41' L11 S 34'37'03" E 54.37' 112 S 01'35'24" E 109.71' L13 S 35'49'52" E 144.22' 114 S 10'00'09" E 220,99' L15 S 23'29'29" E 40.69' 116 5 68'46'20" W 267.53' 117 N 21'13'40" W 194.68' 118 N 68'46'33" E 1026.21' MM. LEGEND O FOUND I/2* IRON ROD UNLESS O11 ER1 SE NOTED Q CCN1ROWNO MA NW ENT • CALCULATED POINT ABBFIEVIA710N TABLE FND. FOUND P.O.C. PCINt OF COLINENCEMENT P.09. POINT OF BEGINNING DOC DOWMENT O.P.R.WC.T. OFFICIAL PROPERTY RECORDS OF IILUAMSON COLMtY, TEXAS O R.W.C.T. OFFICIAL RECORDS OF BLUR/MON Colony, TEXAS P.R.W.C.T. PLAT RECORDS OF %%BAMSON COUNTY. TEXAS R.O.W. RIGHT OF WAY VOL. VOWME PO. PAGE NO. NULIBER PAGE 2 OF 2 PATE SURVEYORS A DIVISION OF PATE ENGINEERS, INC. 7/01 0u09oI.1 Taco 11.0. aR 2IOMuoln. TX H7r4k5I244001004a5124400004•IwrpoMwp,awp UNIVERSITY VILLAGE ZONING EXHIBIT 7.80 ACRES PARCEL 6 ABEL L EAVES SURVEY, A-215 WILLIAMSON COUNTY, TEXAS ORAI@L RG �FFOR �E e.h4,/ oa12101 1 mom ISSUE DATE: Cie/09/061 SCALEi' s 200' JOB NO.: 1135-012-00—A800 PARCEL 7 ZONING EXHIBIT METES AND BOUNDS DESCRIPTION OF '7.38 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS 7.38 ACRES OUT OF THAT CERTAIN 98.20 ACRE TRACT OF LAND SITUATED IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS CONVEYED BY DEED FROM THE STATE OF TEXAS, FOR THE USE AND BENEFIT OF THE PERMANENT SCHOOL FUND RECORDED TO SBB HOLDINGS, L.P. AS RECORDED IN DOCUMENT NUMBER 2008021486 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011, NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a %" iron rod with RJE&S cap found in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 5 as recorded in Cabinet Y, Slides 184, in the Plat Records of Williamson County, Texas common to a westerly comer of said 98.20 acre tract; THENCE North 16°28'36" East, a distance of 30.00' with the said common easterly right-of- way line Sandy Brook Drive and the west line of said 98.20 acre tract, to a point for a corner; THENCE leaving said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, and crossing the said 98.20 acre tract the following ten (10) courses and distances; 1. South 73°31'24" East, a distance of 42.31' to the point of curvature of a curve to the left, having a Delta Angle of 42°03'32", and a Radius of 400.00'; 2. Along said curve to the left a Chord Bearing of North 85°26'50" East, a Chord Distance of 287.08', and an Arc Distance of 293.63' to the end of the curve herein described; 3. North 64°25'04" East, a distance of 28.04' to the point of curvature of a curve to the left, having a Delta Angle of 24°42'07", a Radius of 492.50', and from which point the radius bears North 64°25'04" East; 4. Along said curve to the left a Chord Bearing of South 37°56'00" East, a Chord Distance of 210.69', and an Arc Distance of 212.33' to the point of reverse curvature of a curve to the right, having a Delta angle of 07°17'19", and a Radius of 807.50'; 5. Along said curve to the right a Chord Bearing of South 46°38'24" East, a Chord Distance of 102.65', and an Arc Distance of 102.72 ' to the end of the curve herein described; 6. South 65°42'42" West, a distance of 377.25' to a point for a comer; 7. South 48°55'09" West, a distance of 270.00' to a point for a corner; 8. South 22°24'55" West, a distance of 178.02' to a point for a corner; 9. South 13°29'24" West, a distance of 60.37' to a point for a corner; Page 2 of 2 10. South 85°06'10" West, a distance of 177.08' to a point on a curve to the right in the easterly right-of-way of Sandy Brook Drive (60' R.O.W.) according to the plat thereof of STONEY BROOK SECTION 6 as recorded in Cabinet Y, Slides 323-324, in the Plat Records of Williamson County, Texas, common to a point in the west line of said 98.20 acre tract, having a Delta angle of 66°37'02", a Radius of 333.33, and from which point the radius hears North 55°0276" East; THENCE with the said common easterly right-of-way line Sandy Brook Drive and the west line of said 98.20 acre tract, the following four (4) courses and distances; 1. Along said curve to the right a Chord Bearing of North 01°39'02" West, a Chord Distance of 366.10', and an Arc Distance of 387.56' to a 'A" iron rod with Baker-Aicklen cap found, passing at an arc distance of 201.00' the north line of said STONEY BROOK SECTION 6, common to the south line of STONEY BROOK SECTION 4 according to the plat thereof recorded in Cabinet R, Slides 363-364, in the Plat Records of Williamson County, Texas; 2. North 31°4172" East, a distance of 374.48', to a '/s" iron rod with Baker-Aicklen cap found, passing at 270.96' the north line of said STONEY BROOK SECTION 4, common to the south line of said STONEY BROOK SECTION 5, for the point of curvature of a curve to the left, having a Delta angle of 08°52'48", a radius of 435.63' and from which point the radius bears North 58°15'35" West; 3. Along said curve to the left a Chord Bearing of North 27°18'01" East, a Chord Distance of 67.385', and an Arc Distance of 67.52' to a %s" iron rod with a RJE& S cap found for the point of reverse curvature of a curve to the right, having a Delta angle of 83°12'35", and a Radius of 20.00'; 4. Along said curve to the right a Chord Bearing of North 64°27'58" East, a Chord Distance of 26.56', and an Arc Distance of 29.05' to the POINT OF BEGINNING of the herein described tract and containing 7.38 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-00-A800 N6i1.. f _� ..c/ Neil Hines, R.P L.S. No. 5642 September 9, 2008 THIS LEGAL DESCRIPTION IS ISSUED FOR THE PURPOSE OF ATTACHMENT TO ZONING EXHIBITS. IT SHOULD NOT BE USED FOR TITLE TRANSFER. N a o�jf f§ �g (dH =o cow ak d S C3 ZI o RAW 112 0 i _/ WN a W € ctrin NN Q R Q CD a. 4 . • • § ;,.'iL„, ,,, E 1 m -., 0 ; w cz.., 1 i.. A = 03 r? U 46 to ROOIC SECTION / 1 / \ 4i4)4 ef0 41 49 • n 0 vt fia 3 / a .00' 10Z 0 i0 e7 9.4 a 4o x Al 0 RADIAL BEARING) N 64'25'04" E N 55'02'26" E SM „S£,S 1.85 N CHORD LENGTH 1 287.08' ��QintO ONcO�� -M€€ON CHORD BEARING w O 10 N iA 03 z S 37'56'00" E waw d N 00 ►')M <O d' v)zz •R N O 01 :- ON •- Q 00 - 3 „8S,LZ.b9 N ARC LENGTH tM0 M N M N_ N 102.72' 1 387.56' N (0 29.05' 5 ii2 ci 94- 492.50' -1 807.50' 333.33' I1) � q N DELTA ANGLE N M i4) O [V sF 1 24'42'07" 0)N00If) , 1-, — f••••tDOOM O O I••••• M c0 nr. INC.' In O M 00 CURVE 0 0 0 0 0 0 Lai U Q N 0 O O O M Opt ":•4- o3 N O co 0 6 co w (0 M co i0 r z N 0) N) V) w z J J J J 1 1- e 0dd w (9) gLi E 1 1 A a j 1 03 X W z 0 co cc Z 13 aY 030 O 0 4 1 0 O 1 02 0 1 03 1 §. b N h ifl h !' egogg o a METES AND BOUNDS DESCRIPTION OF 0.0269 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS ALL THAT CERTAIN 0.0269 ACRE TRACT OF LAND OUT OF STONEY BROOK SECTION 5, ACCORDING TO THE PLAT THEREOF RECORDED IN CAB. Y SL.184, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS, BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a 'A" iron rod found in the easterly right-of-way line of Sandy Brook Drive 60' right-of- way, common to a point in the west line of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP. recorded under Document No. 2008021486 in the Official Public Records of Williamson County, Texas, for the point of curvature of a non -tangent curve to the left having a Delta Angle of 9l°15'25", a radius of 20.00' and from which the radius bears North 70°21'34" East, and from which a W.' iron rod found for the northeast corner of said Stoney Brook Section 5 plat, common to the southeast corner of the Replat of Stoney Brook Section Three "A" according to the plat thereof recorded under Cab. 0, SI. 318-319 in the Plat records of Williamson County, Texas bears North 20°50'46" East, a distance of 119.53' THENCE Along said curve the left in a southeasterly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.85', to a ''/2" iron rod found with RJE&S cap for the end of curve; THENCE South 20°55'24" East with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, a distance of 49.85' to a Y2" iron rod found with RJE&S cap for the point of curvature of a curve to the left, having a Delta Angle of 90°26'12", a radius of 20.00' and from which the radius bears South 20°30'52" East; THENCE Along said curve the left in a southerly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.57', to a 1/2" iron rod found with Baker-Aicklen cap for the end of curve; THENCE North 20°49'26" West, a distance of 90.31' to the POINT OF BEGINNING of the herein described tract and containing 0.0269 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-07-S510 44€, /4/5 Certification Date May 7, 2009 z Q w m -J Q 0 Q Q' w O N z w N u) O K1 O N V) C9 z J 0 it u) co it 00 N z Q w CD 0 5 w O t0 tn T t0 N N O N N W J U Q it) fA 0 a O O 0 N O O 0 N w -J 0 z Q W 0 N N it) Er) N i0 N O 0) 8 U N U U z 1- a iA ai 0 to M a) r) 0) 0 z w w N if) O N N N q. O N z nr to O N z w z J J N J M J O o � aad w zz a c o E� E, ") O V2 Z v' 0oOQ: H UCCI < •4 w act w i i i i 0) M O 1 0 c9, UNIVERSITY V N CA 12 43 '1'7/1'8'd 681 '1S 'A 1V3 <'M'0 d .09) 3nl�io N001:18 AONVS TON1A LOOP g 11 iO O N 0 I C9 w z c O ti METES AND BOUNDS DESCRIPTION OF 0.0267 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS ALL OF THAT CERTAIN 0.0267 ACRE TRACT OF LAND OUT OF THE REPLAT OF STONEY BROOK SECTION THREE "A", ACCORDING TO THE PLAT THEREOF RECORDED IN CAB. 0 SL. 318-319, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS, BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a'' 'A" iron rod found in the easterly right-of-way line of Sandy Brook Drive 60' right-of- way, common to a point in the west line of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP. recorded under Document No. 2008021486 in the Official Public Records of Williamson County, Texas, for the point of curvature of a non -tangent curve to the left having a Delta Angle of 89°19'14", a radius of 20.00', and from which the radius bears North 69°00'48" East; THENCE Along said curve the left in a southeasterly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.18', to a 'A" iron rod found for the end of curve; THENCE South 20°54'28" East with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, a distance of 49.84' to a '''A" iron rod found for the point of curvature of a non - tangent curve to the left, having a Delta Angle of 90°21'12", a radius of 20.00' and from which the radius bears South 21°06'28" East; THENCE Along said curve the left in a southerly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.54', to a 'A" iron rod found for the end of curve, and from which a 'A" iron rod found for the southeast corner of said Replat of Stoney Brook Section Three "A", common to the northeast corner of the Stoney Brook Section 5 according to the plat thereof recorded under Cab. Y, SI. 184 in the Plat Records of Williamson County, Texas bears South 20°50'46" East, a distance of 80.11' THENCE North 20°49' 10" West, a distance of 90.00' to the POINT OF BEGINNING of the herein described tract and containing 0.0267 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-07-S510 ertificatidn Date May 7, 2009 z w J 0 w O O 0) cp z w N t0 0 N N 0 z w J 0 0 0 0(/ N M w o) i0 1 N V) z 0 ce co rte) N O 0 O 0 J O z 1-- J w 0 0 0) co 1 O 0) 0 0 w 0 z 1- 4. co a 0 O rn 0 co C9 z W m w O N 0) 0 z w 0 N w z J J N -J J u d `r� 4 r o .'40 0 0 O O 1 i S ce eq a o V) 0 V) a co N et � a N wi,, viap1'2 -0 COU awOON 0 • < -J CC odV Z =0' O ~ CO • �co WO u> 5m ‹R 8 000 otz h Pa W § 1 10'Mbd 6tE-81C '1S '0 'fitly (M'0'8 .09) 3niaa NOO1:19 AONVS (f) V1 W r 0 W Tn Z O O F crxA (14 Nw i LORSON LOOP i i i i i i i STONEY BROOK SECTION 5 METES AND BOUNDS DESCRIPTION OF 0.0266 ACRES OF LAND IN THE ABEL L. EAVES SURVEY ABSTRACT NO. 215 WILLIAMSON COUNTY, TEXAS ALL OF THAT CERTAIN 0.0266 ACRE TRACT OF LAND OUT OF STONEY BROOK SECTION 5, ACCORDING TO THE PLAT THEREOF RECORDED IN CAB. Y SL.184, PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, IN THE ABEL L. EAVES SURVEY ABSRACT NO. 215, WILLIAMSON COUNTY, TEXAS, BEARINGS ARE BASED ON THE CITY OF ROUND ROCK GPS STATIONS: ROUND ROCK 01-035, ROUND ROCK 01-010, AND ROUND ROCK 01-011. NAD 83/HARN 93 HORIZONTAL COORDINATES, TEXAS STATE PLANE COORDINATE SYSTEM CENTRAL ZONE. BEGINNING at a %" iron rod found with RJE&S cap in the easterly right-of-way line of Sandy Brook Drive 60' right-of-way, common to a point in the west line of a 98.20 acre tract described in the deed from The State of Texas to SBB Holdings, LP. recorded under Document No. 2008021486 in the Official Public Records of Williamson County, Texas, for the point of curvature of a non -tangent curve to the left having a Delta Angle of 89°15'21", a radius of 20.00' and from which the radius bears North 69°11'58" East, and from which a 'h" iron rod found in the northeast corner of said Stoney Brook Section 5 plat, common to the southeast of the Replat of Stoney Brook Section Three "A" according to the plat thereof recorded under Cab. 0, SI. 318-319 in the Plat records of Williamson County, Texas bears North 20°52'20" West, a distance of 369.80' THENCE along said curve the left in a southeasterly direction with said east right-of-way Zine of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.16', to a'/:" iron rod found with RJE&S cap for the end of curve; THENCE South 20°53'54" East with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, a distance of 50.00' to a '/2" iron rod found with RJE&S cap for the point of curvature of a curve to the left, having a Delta Angle of 89°19'49", a radius of 20.00' and from which the radius bears South 21°45'16" East; THENCE along said curve the left in a southerly direction with said east right-of-way line of Sandy Brook Drive and west line of said 98.20 acre tract, an arc distance of 31.18', to a %:" iron rod found with RJE&S cap for the end of curve; THENCE North 20°54'05" West, a distance of 90.09' to the POINT OF BEGINNING of the herein described tract and containing 0.0266 acres of land; Prepared by: PATE SURVEYORS a division of Pate Engineers, Inc. Job No. 1135-012-07-S510 erti 'cation Date May 7, 2009 z w m J 0 a w 0 0) u0 z w 'to in N 0 z J O CC 0 2 O N CV N z w m O 0 S U w N N N In t0 V1 O l! 1 M N N 0 z U io Pi M v) 0 0 N 0 N W C7 z -J N 0o 0, C7 r rn co 8 V N U 0 4(‘1141/<"-' I w U z H O O O u) 0) O O O 0 oo O' M z E2 w m w O N N 1!) O O N z 0 N N 0 N z w z J J N J M -J H to N d Adl NAY Ca I2 z3 'i N ` O2Rel U ON a ..;.4 N '1'37•Va'd ...Az Y81 '1S 'A ',IVOc .- _____ _t____+__ ( P 9.21 .09) ? j 3niaa )fooas A INYS zE i W 4.0/ J 7' « Wt aA CO Li. re Q LLJ A / Z g N � � a1 0.0266 ACRE STREET STUB OUT ABEL L EAVES SURVEY, A-216 WILLIAMSON COUNTY, TEXAS ORIGINAL ORIGINAL ISSUE WE: NAY 7. 2009 SCALE ISSUE: JOB NO.: 1135-012-07-S510 i i z O U W `t c 1- m a: Gct Q 0z cn 0. - i ! Satellite View University Boulevard In MN warm 1 Ib PARCEL 1 COMMERCIAL 12.56 ACRES 5 O. a U I 0 PARCEL 2 COMMERCIAL 6.06 ACRES U m m'1 ,01 PARCEL 3 m1 OFFICE p! 8.83 ACRES 1 1 1 1 PARCEL 7 OFFICE / TOWNHOUSE 7.38 ACRES PARCEL 6 TOWNHOUSE 7.80 ACRES 11 I ts PARCEL 5 OPEN SPACE 25.82 ACRES 1 1 1 1 1 1 1 1 1 1 1 s ~' PARCEL 4 UBLIC FACILITIES MULTI -FAMILY 5.07 ACRES • 1 8 �� AC! ACCESS DRIVE UNIVERSITY VILLAGE ROUND ROCK, TX EXHIBIT .......ea •....... Land Use Schedule Commercial Office Public Fac. / MF Open Space Townhouse Office/Townhouse Total 18.62 Ac. 8.91 Ac. 5.07 Ac. 25.82 Ac. 7.80 Ac 7.38 Ac. 73.60 Ac. PUD EXHIBIT - B CO • Revised November 17, 2009 300 150 0' SCALE 1' = 300' 300 EXHIBIT b „p„ UNIVERSITY VILLAGE < TRAFFIC IMPACT ANALYSIS > EXECUTIVE SUMMARY The proposed University Village development is located on the southeast corner of Sandy Brook Drive and University Boulevard in Round Rock, Texas, as shown in Figure 1. The proposed development is planned to be built in two phases. Phase 1 of the University Village development will consist of 100 dwelling units of apartments, 193,400 square feet of general office building, 111,100 square feet of shopping center, 5,000 square feet of high turnover (sit-down) restaurant, and 5,000 square feet of drive-in bank. Phase 1 is anticipated to be completed by 2010. Phase 2 of the development will consist of 91 dwelling units of residential condo/townhouse and 66,200 square feet of general office building to be completed by 2012. In addition, the traffic generated by the proposed Austin Community College (ACC) development was considered in this study. The developer is in discussions with ACC for ACC to acquire 25 acres of the University Village tract. To account for this potential future use, it was assumed that a portion of the ACC trips would be attributed to the University Village development. The remainder of the trips generated by ACC were included as background traffic. Asshown in Figure 1, the site is bounded by University Boulevard on the north and by Sandy Brook Drive on the west. Access to the site is proposed via four driveways on Sandy Brook Drive and three proposed new roadways, as shown in Figure 2, Trip Generation Based on recommendations and data contained in the Institute of Transportation Engineers (ITE) Trip Generation, the proposed project will generate approximately 12,028 unadjusted daily trips upon build -out of Phase 1 and an additional 3,322 unadjusted daily trips upon HDRiWHM Transportation Engineering 1 completion of Phase 2, for 15,350 total trips. Table 1 provides a detailed summary of traffic production, which is directly related to the assumed land use plan. Table 1. Summary of Unadjusted Daily and Peak Hour Trip Generation Proposed Land Use Size (SF) 24-hour Two-way Volume AM Peak Hour PM Peak Hour Enter Exit Enter Exit Phase 1 Apartments 100 DU 672 10 41 40 22 General Office Building 193,406 SF 2,217 280 38 50 245 Shopping Center 111,078 SF 7,271 102 65 322 349 High Turnover Restaurant 5,000 SF 636 30 28 33 21 Drive-in Bank 5,000 SF 1,232 35 27 114 114 Total (Phase 1) 12,028 457 199 559 751 Phase 2 JrJCommunit College 600 Students 1,759 182 40 182 102 Residential Condo/Townhouse 91 DU 592 8 40 37 18 General Office Building 66,211 SF 971 119 16 17 82 Total (Phase 2) 3,322 309 96 236 202 Total (Phase 1 + Phase 2) 15,350 766 295 795 953 Assumptions 1. Based on Texas Department of Transportation (TxDOT) traffic maps, a five percent annual growth rate was assumed for this project, except on Sandy Brook Drive. Development along Sandy Brook Drive is built -out, therefore no growth rate was applied to this roadway. 2. The following pass -by reductions were assumed for the project based on recommendations and data contained in the Institute of Transportation Engineers' (ITE) Trip Generation, 7th Edition: HDRIWHM Transportation Engineering 2 AM Peak PM Peak Shopping Center 24 percent 34 percent High Turnover Restaurant 33 percent 43 percent Drive-in Bank 37 percent 47 percent 3. An internal capture reduction of 10 percent was assumed for the proposed project for any land uses that provide internal circulation during both the AM and PM peak periods. 4. A transit reduction of 10 percent was assumed for the site trips generated by the residential land -use to account for the residents who would walk, bike, or take public transportation to Texas State University, ACC, Seton Hospital, and otherlocal developments. Transportation System Description A.W. Grimes Boulevard — The City of Round Rock Transportation Master Plan (Ref. 1) currently classifies A.W. Grimes Boulevard as a two-lane minor arterial roadway from Westinghouse Road (CR 111) to CR 112 and recommends this roadway be upgraded to a four -lane divided major arterial by 2010. The year 2005 TxDOT traffic volume on A.W. Grimes Boulevard near University Boulevard was approximately 4,799 vehicles per day (vpd). University Boulevard — The City of Round Rock Transportation Master Plan currently classifies University Boulevard as a four -lane major divided arterial with a center left -turn lane between IH 35 and A.W. Grimes Boulevard. The City of Round Rock Master Transportation Plan recommends upgrading University Boulevard to a six -lane major arterial between IH 35 and A.W. Grimes Boulevard and a four -lane major arterial between A.W. Grimes Boulevard and CR 110 by 2020. 24-hour tube counts conducted in 2008 show that the ADT on University Boulevard is 11,900 vpd and 10,800 vpd east and west of Sandy Brook Drive, respectively. Sunrise Road — The City of Round Rock Transportation Master Plan currently classifies Sunrise Road as a four -lane major divided arterial roadway from University Boulevard to Old Settler's Boulevard. There are no plans to upgrade this roadway at this time. 24-hour traffic HDRIWHM Transportation Engineering 3 data is not available on this roadway, however based on turning movement counts (TMC's) conducted in 2008, 5,200 vpd are estimated on Sunrise Road, south of University Boulevard. CR 112 — CR 112 is currently a two-lane undivided roadway that curves northward to intersect with University Boulevard between A.W. Grimes Boulevard and Sunrise Road. CR 112 was opened to the public in September 2005. GR 112 widens to a four lane divided roadway with a raised median near the intersection of University Boulevard. The City of Round Rock Transportation Master Plan recommends upgrading CR 112 to a four -lane divided major arterial between University Boulevard and A.W. Grimes Boulevard by 2010. 24-hour tube counts conducted in 2008 show that the ADT on CR 112 is 1,100 vpd, south of University Boulevard. Sandy Brook Drive — Sandy Brook Drive is a two lane undivided minor collector in the vicinity of the project site. There are no plans to upgrade Sandy Brook Drive at this time. 24-hour tube counts conducted in 2008 show that the ADT on Sandy Brook Drive is 1,500 vpd, south of University Boulevard. Seton Parkway — The City of Round Rock Transportation Master Plan classifies Seton Parkway as a four -lane divided major arterial between University Boulevard (CR 114) and CR 112. Seton Parkway (previously known as Arterial T under Seton Hospital TIA) was designed and constructed under a cost participation agreement between City of Round Rock, Seton Medical Center Williamson, Texas State University, and Avery Ranch Company Ltd, and is currently a two-lane undivided roadway. Based on the construction schedule contained in the agreement, it was assumed that Seton Parkway will be widened to a four -lane divided section by 2010. Thus, this improvement was assumed under 2012 forecasted traffic conditions (without site traffic). 24-hour traffic data is not available on this roadway, however based on turning movement counts (TMC's) conducted in 2008, 2,100 vpd are estimated on Seton Parkway, south of University Boulevard. HDRIWHM Transportation Engineering 4 Traffic Analysis The impact of the proposed development on existing area intersections was analyzed. Three (3) time periods and five (5) travel conditions were evaluated: • 2008 Existing Conditions • 2010 Forecasted Conditions ■ 2010 Phase 1 Site plus Forecasted Conditions ■ 2012 Forecasted Conditions • 2012 Phase 2 Site plus Forecasted Conditions Intersection Level of Service The traffic impact analysis (TIA) analyzed twelve intersections, none of which are currently signalized. The results are summarized in Table 2. The build -out condition level of service (LOS) assumed that all roadway and intersection improvements recommended in the TIA are constructed. Table 2. Intersection Level of Service Intersection 2008 Existing 2010 Forecasted 2010 Phase 1 Site + Forecasted 2012 Forecasted* 2012 Phase 2 Site + Forecasted* AM PM AM PM AM PM AM PM AM PM A.W. Grimes Boulevard and University Boulevard B F D D D D DIF** DIF** DIF`* DIF** Sunrise Road and University Boulevard B F C C C D C 0 C D CR 112 and University Boulevard A A A A A A B B B C Sandy Brook Drive and University Boulevard A A A A A B A . B B B Seton Parkway and University Boulevard A. A A B A C B D B D Sandy Brook Drive and Driveway A - - - - - - - - A A Sandy Brook Drive and Driveway B - - - - - - - - A A Sandy Brook Drive and Driveway C - - - - A A A A A A Sandy Brook Drive and Roadway H - - - - - - - - A A Sandy Brook Drive and Lorson t-p/Drwy D A A A A A A A A A A Sandy Brook Drive and Satellite Vw/Rdwy E A A A A A A A A A A Roadway F and University Boulevard - - - - A A A A A A CR 112 and Roadway G - - • - A A A A A C orecasted traffic conarttons include Phase 1 site traffic ** Analyzed with/without proposed widening of A.W. Grimes Boulevard HDRIWHM Transportation Engineering 5 Recommendations Sandy Brook Drive — Currently Sandy Brook Drive is a two lane undivided minor collector in the vicinity of the project site. As part of this development this roadway will be widened to a 40 foot cross-section for its entire length along the project site. This widening will be completed in 3 segments. Segment S-1, from University Boulevard to Roadway E/G, will be constructed upon first final plat approved. Segment S-2, from Roadway E/G to Roadway H, will be constructed upon first final plat approved for Parcel 3. Segment S-3, from Roadway H to the southern property line, will be constructed upon first plat for Parcels 6 or 7. Roadway E/G — Roadway E/G will be constructed upon first plat approved for Parcels 1, 2, 3, or 4. This roadway will be a two lane local non-residential roadway with a right-of-way (ROW) width of 65 feet. Roadway E will align with Satellite View on the west and will continue to the east where it will terminate at the eastern property line under the reference name Roadway G. Roadway G is planned to be extended in the future to intersect with CR 112. It was assumed this extension will be complete by the 2010 buildout of Phase 1 as part of the development of the neighboring site. Roadway F — Roadway F will be constructed in segments throughout the development of the site and will serve as one of the main access points for the University Village development. Segment F-1, from University Boulevard to Roadway E/G, will be constructed upon first plat approved for Parcel 1. Segment F-2, from Roadway E/G to Roadway H, will be completed upon first final plat for Parcels 2, 3, or 4. Segment F-3, from Roadway H to the southern property line, will be completed upon first plat for Parcel 4 and is planned to be extended beyond the project site in the future to provide access to/from CR 112. This extension was assumed to be complete by the 2012 buildout of Phase 2. Roadway F will be a two lane local collector (with parking) with a ROW width of 65 feet and will intersect Roadway E/G, comprising the major approaches at this intersection. Roadway H — Roadway H will be constructed upon first plat for Parcels 3 or 7 of the site and will primarily serve as an access point to the office/townhouse land -use. This roadway will be HDRIWHM Transportation Engineering 6 a two lane local non-residential roadway with a ROW width of 65 feet. Roadway 11 will intersect with Sandy Brook Drive between Parcels 3 and 7 and will continue to the east where it will intersect with Roadway F. A.W. Grimes Boulevard and University Boulevard — This intersection currently operates at LOS B and F under 2008 existing traffic conditions during the AM and PM peak periods, respectively. Based on discussions with Williamson County, the County has plans to install a traffic signal at the intersection of A.W. Grimes Boulevard and University Boulevard when it is warranted. Installation of a traffic signal is recommended for 2010 forecasted traffic conditions (without site traffic). Assuming this improvement, this intersection will operate at LOS D under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of Phase 1 site traffic this intersection will continue to operate at LOS D during both the AM and PM peak periods. TxDOT has plans to widen A.W. Grimes Boulevard to a four -lane divided arterial from US 79 to Westinghouse Road/CR 111. As per the request of the City of Round Rock, this intersection was analyzed for two scenarios - with and without the proposed widening of A.W. Grimes Boulevard by the year 2012. Without the proposed widening along A.W. Grimes Boulevard, this intersection will operate at LOS F under 2012 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods, assuming the construction of left -turn lanes on the northbound and southbound approaches of A.W. Grimes Boulevard to provide a left -tum lane and one through/right lane on each approach. With the addition of site traffic this intersection will continue to operate at LOS F during both the AM and PM peak periods. Assuming the proposed widening along A.W. Grimes Boulevard is completed, the intersection will operate at LOS D under 2012 forecasted traffic conditions (without site traffic) during both HDRIWHM Transportation Engineering 7 the AM and PM peak periods. The following intersection improvements are assumed as part of the widening project: 1. Construction of left -turn lanes for the northbound and southbound approaches on A.W. Grimes Boulevard. These approaches would each provide one left -turn lane, one through lane, and one through/right-turn shared lane With the addition of site traffic this intersection will continue to operate at LOS D during both the AM and PM peak periods. Sunrise Road and University Boulevard — This intersection currently operates at LOS B and F under 2008 existing traffic conditions during the AM and PM peak periods, respectively. Based on information from the City of Round Rock, a traffic signal is currently planned for installation at this intersection. The following additional intersection improvements are recommended at this intersection as part of the University Sunrise Subdivision and Chandler Creek developments: 1. Re -stripe the northbound approach to provide two left -turn lanes and one through/right shared lane. 2. Stripe the southbound approach to provide one left -tum lane and one through/right shared lane. • 3. Optimize signal timing and phasing. The above mentioned improvements were assumed to be completed for 2010 forecasted traffic conditions (without site traffic). This intersection will operate at LOS C under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of site traffic, this intersection will operate at LOS C and D during the AM and PM peak periods, respectively. As part of the Chandler Creek development, an eastbound right -tum deceleration lane was recommended at this intersection. This improvement is necessary for 2012 forecasted traffic HDR1W1.1M Transportation Engineering 8 conditions (without site traffic). Assuming this improvement, this intersection will operate at LOS C and D under 2012 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will continue to operate at LOS C and D during the AM and PM peak periods, respectively. CR 112 and University Boulevard - This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. This intersection will continue to operate at LOS A under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. With the addition of site traffic this intersection will continue to operate at LOS A during both the AM and PM peak periods. This intersection will operate at LOS F during both the AM and PM peak periods for 2012 forecasted traffic conditions (without site traffic), if continued to operate unsignalized. However, assuming the installation of a traffic signal, the intersection will operate at LOS B under 2012 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. The traffic signal should be installed when warrants are met in the field. With the addition of site traffic this intersection will operate at LOS B and C during the AM and PM peak periods, respectively. No additional improvements are recommended at this intersection during Phase 2. Sandy Brook Drive and University Boulevard — This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. This intersection will continue to operate at LOS A under 2010 forecasted traffic conditions (without site traffic) during both the AM and PM peak periods. Wfth the addition of site traffic this intersection will operate at LOS A and B during the AM and PM peak periods, respectively, assuming the following improvements: 1. Construction of an additional northbound lane between University Boulevard and Roadway E. HDRIWHM Transportation Engineering 9 2. Installation of a traffic signal when warrants are met in the field. This intersection will continue to operate at LOS A and B under 2012 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will operate at LOS B during the AM and PM peak periods, respectively. Seton Parkway and University Boulevard - This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. The University Commons development, on the north side of University Boulevard, will have a driveway on University Boulevard that will align with Seton Parkway. This driveway was assumed to be constructed by 2010. This intersection will operate at LOS A and B under 2010 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will operate at LOS A and C during the AM and PM peak periods, respectively. As part of the Seton Hospital development, installation of a traffic signal when warrants are met in the field was recommended at this intersection. This improvement is necessary under 2012 forecasted traffic conditions (without site traffic). Assuming this improvement, this intersection will operate at LOS B and D under 2012 forecasted traffic conditions (without site traffic) during the AM and PM peak periods, respectively. With the addition of site traffic this intersection will continue to operate at LOS B and D during the AM and PM peak periods, respectively. No additional improvements are recommended at this intersection during Phase 2. Sandy Brook Drive and Driveway A -- Driveway A will be constructed upon buildout of Parcel 6 and will serve exclusively as an access point to the townhouse land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2012 site plus forecasted traffic conditions. Per Table 5-2 of the City of Round Rock Transportation Criteria Manual (TCM), Driveway A should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane, and should be constructed along Sandy Brook Drive HDRIWHM Transportation Engineering 10 between the north and south property lines of the townhouse land use. The driveway location will be determined in the field at the time of site permitting. Sandy Brook Drive and Driveway B — Driveway B will be constructed upon buildout of Parcel 7 and will serve exclusively as an access point to the officeltownhouse land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2012 site plus forecasted traffic conditions. Per Table 5-2 of the City of Round Rock TCM, Driveway B should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane, and should be constructed along Sandy Brook Drive between the north and south property lines of the office/townhouse land -use. The driveway location will be determined in the field at the time of site permitting. Sandy Brook Drive and Roadway H — Roadway H will be constructed upon first plat for Parcels 3 or 7 of the site and will serve as an access point to the office/townhouse land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2012 site plus forecasted traffic conditions, assuming the striping of a left -tum bay on the westbound approach of Roadway H. Sandy Brook Drive and Driveway C — Driveway C will be constructed upon buildout of Parcel 3 and will serve exclusively as an access point to the office land -use. This intersection will operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 traffic conditions, both with and without the addition of site traffic. Per Table 5-2 of the City of Round Rock TCM, Driveway C should be constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane. The driveway location will be determined in the field at the time of site permitting. Sandy Brook Drive and Lorson Loop/Driveway D — This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under HDRIWHM Transportation Engineering 11 2009 forecasted traffic conditions. Driveway D will be constructed upon buildout of Parcel 3, and be aligned with Lorson Loop to the west. It will primarily serve as an access point to the office land -use. This intersection will continue operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will continue to operate at LOS A during both the AM and PM peak periods. 'Per Table 5-2 of the City of Round Rock TCM, Driveway D should be -constructed with a minimum 25 -foot cross-section consisting of one outbound lane and one inbound lane. Sandy Brook Drive and Satellite View/Roadway E — This intersection currently operates at LOS A during both the AM and PM peak periods under 2008 existing traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2009 forecasted traffic conditions. Roadway E will be constructed upon first plat approved for Parcels 1, 2, 3, or 4, and be aligned with Satellite View to the west. 1t will primarily serve as an internal roadway serving the site. The intersection of Sandy Brook Drive and Satellite View/Roadway E will continue to operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions, assuming the stripping of a left -tum bay on the westbound approach of Roadway E. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will continue to operate at LOS A during both the AM and PM peak periods. Roadway F and University Boulevard — Roadway F will be constructed in segments throughout the development of the site and will serve as one of the main access points for the University Village development. The intersection of Roadway F and University Boulevard will operate at HDRIWHM Transportation Engineering 12 LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will continue to operate at LOS A during both the AM and PM peak periods. CR 112 and Roadway G — Roadway G will be constructed upon buildout of Parcel 1 and will primarily serve as an access point to the office/retail and apartment land -uses. The intersection of CR 112 and Roadway G will operate at LOS A during both the AM and PM peak periods under 2010 site plus forecasted traffic conditions. The intersection will continue to operate at LOS A during both the AM and PM peak periods under 2012 forecasted traffic conditions (without site traffic). With the addition of Phase 2 site traffic, the intersection will operate at LOS A and C during the AM and PM peak periods, respectively. The intersection improvements discussed above are summarized in Table 3. HDRIWHM Transportation Engineering 13 Table 3. Summary of improveme Intersection/Roadway Recommended Improvements Phase (Responsibility) Percent Contribution* A.W. Grimes Boulevard - Widen to a four -lane divided roadway with tum lanes and median breaks. - 2012 Forecasted without site traffic. (TxDOT) 0% Sandy Brook Drive - Widen to a 40 foot cross-section for entire length along the University Village development. This widening should be constructed in three segments, with Segment S-1 from University Blvd. to Roadway E/G, Segment S-2 from Roadway E/G to Roadway H, and Segment S-3 from Roadway 11 to the southern property line. Segment S 1 under 2010 Site plus Forecasted conditions and Segments S-2 and S-3 under 2012 Site plus Forecasted conditions. (University Village developer) 100% (to be constructed upon first final plat approved for Segment S-1, upon first final plat approved for Parcel 3 for Segment S-2, and upon first plat for Parcels 6 or 7 for Segment S-3) Roadway E/G - Construct two-lane roadway with a ROW width of 65 ft from Sandy Brook Drive to the east property line. _ Upon development of Parcel 1. (University Village developer) 100% (to be constructed upon first plat approved for Parcels 1, 2, 3, or 4) Roadway F - Construct two-lane roadway with a ROW width of 65 ft from University Boulevard to the south property line. This roadway will be constructed In segments with Segment F-1 running between University Boulevard and Roadway E/G, Segment F-2 continuing south to Roadway 11, and Segment F-3 continuing south to the southern property line. • Segment F-1 upon . development of Parcel 1, Segment F-2 upon first development of Parcels 2, 3, or 4, and Segment F-3 upon development of Parcel 4. (University Village developer) 1000 (to be constructed t approv for parcel first Pl for Segment F-1, first final plat for Parcels 2, 3, or 4 for Segment F-2, and first plat for Parcel 4 for Segment F-3) Roadway H - Construct two-lane roadway with a ROW width of 65 ft from Sandy Brook Drive to Roadway F. 'Upon first development of Parcel 3 or 7. (University Village ( developer) 100% (to be constructed upon first plat for Parcels 3 or 7) A.W. Grimes Boulevard and University Boulevard* - Install traffic signal. - 2010 Forecasted without site traffic. (TxDOT/County) 0% - Construction of left -tum lanes on the northbound and southbound approaches of A.W. Grimes. - 2012 Forecasted without site traffic (TxDOT/County/City); Incorporate into widening project. (Courtly and City assistance for ROW and Utilities only), 0% Sunrise Road and University Boulevard - Install traffic signal. - 2010 Forecasted without site traffic. (City of Round Rock) 0% HDRIWHM Transportation Engineering 14 kDRIWHM Transportation Engineering 15 - Re-stripe the northbound approach to provide two left-turn lanes and one through/right shared lane. - 2010 Forecasted wi thout site traffic. (Chandler Creek developer) 0% • Construct an eastbound right-tum deceleration lane. • 2012 Forecasted without site traffic. (City of Round Rock and University Sunrise developer) 0% • Stripe the southbound approach to provide one left-tum lane and one through/right-tum shared lane. - 2010 Forecasted wi site traffic. (Chandler Creek developer) 0% CR 112 and University Boulevard _install traffic signal. - 2012 Forecasted without site traffic. (City of Round Rock/ Seton HospitaV University Village developer) 11% (to be posted upon first plat approved for Parcels 2, 3, or 4) Sandy Brook Drive and University Boulevard - Install traffic signal - 2010 Site plus Forecasted conditions, (City of Round Rock and University Village developer) 21% (to be posted upon first plat approved for Parcel 1) Seton Parkway and University Boulevard - Install traffic signal. - 2012 Forecasted without site traffic. (City of Round Rock, Seton Hospital developer, and University Village developer) 10% (to be posted upon first plat approved for Parcels 2, 3, or 4) Sandy Brook Drive and Driveway A - Construct driveway with one outbound lane and one inbound lane. - 2012 Site plus Forecasted conditions. (University Village developer) o 100% (to be constructed upon buildout of Parcel 6) Sandy Brook Drive and Driveway B - Construct driveway with one outbound lane and one Inbound lane. - 2012 Site plus Forecasted conditions. (University Village . developer) 100% (to be constructed upon buildout of Parcel 7) • Sandy Brook Drive and Driveway Clone. • Construct driveway with one outbound lane and one inbound - 2010 Site plus Forecasted conditions. (University Village developer) a 100% (to be constructed upon buildout of Parcel 3) Sandy Brook Drive and Lorson Loop/Driveway D - Construct driveway with one outbound lane and one inbound lane. - 2010 Site plus Forecasted conditions. (University Village developer) a 100% (to be constructed upon buildout of Parcel 3) kDRIWHM Transportation Engineering 15 FIGURE 1 AREA LOCATION MAP LEGEND = PHASE 1 PHASE 2 UX = SITE DRIVEWAY FIGURE 2 CONCEPTUAL. 500 250 0 500 SITE PLAN SCALE r - 500 "E EXHIBIT -6' 8' 12' 12' 8' Side Parallel Travel Travel Parallel Side walk Parking Lane Lane Parking walk ()Campus Village Drive North of Satellite View with On Street Parking 65' ROW —6' Side walk 12' 12' Travel Travel Lane Lane 65' ROW ®Campus Village Drive North of Satellite View Without On Street Parking Side walk '-4' 8' 12' 12' 8' 4' Side Parallel Travel Travel Parallel Side walk Parking Lane Lane Parking walk ()Campus Village Drive South of Satellite View 65' ROW 8' 12' 12' 4' 4' Sidewalk Parallel Travel Travel Bike Side Parking Lane Lane Lane walk ROW ()Satellite View '-4' 15' 15' 4' Side Travel Travel Side walk Lane Lane walk ® Zodiac Lane ROW University Village EXHIBIT - E Revised Round Rock, TX Street Sections November 17, 2009 11 UNIVERSITY VILLAGE ROUND ROCK, TX 10.1 10.2.1 10.2.2 10.2.3 10.3.1 10.4.1 10.5.1 10.5.2 Street Phasing Exhibit F Red November 17, 2009 300 150 0' SCALE P 300' 300 df10a9WM9 ''I M z 0 zi 0 N 0 O O 1 6002 's Dego;oo C Z � Z �N x z M oo -< < 0 D r r- )) 0 m o 0 20 0 X 0) - 0 n CD 0 0 CD C 0) CD m X Do Sandy Brook Dr. i i C/) UI —ere CO 1 6 C' 1 000 0. (0 0-Q y n = 1 (D 1 =I Mil T T -v n yc D ° m p � 5'�' cay� 10 mQ met • 0Qn o v <D 1 0 Campus Village D al Mr AM IN Oar EXHIBIT H IN NV t m X 1.4 1.4 00 -I Ordinance No. Z -10-01-28-9A3 Amendment No. 2 to PUD No. 83 AFTER RECORDING, PLEASE RETURN TO: CITY OF ROUND ROCK ATTN: CITY SECRETARY 221. E. MAIN STREET ROUND ROCK, TEXAS 78664 FILED AND RECORDED OFFICIAL PUBLIC RECORDS 2010015474 E.L.N. 03/15/2010 11:58 AM MARIA $400.00 NANCY E. RISTER, COUNTY CLERK WILLIAMSON COUNTY, TEXAS