The URL can be used to link to this page

Z-99-09-09-9B3 - 9/9/1999BAKER - AICKLEN & ASSOCIATES, INC. Engineers /Surveyore October 19, 1999 Mr. Lonnie Breaux Scott & White Memorial Hospital 2401 South 31$` Street Temple, TX 76508 RE: Planned Unit Development No. 37 Zoning, Round Rock, Texas The Scott & White PUD received final City Council approval at their regular meeting on September 9, 1999. This PUD constitutes the new zoning for your 99 -acre tract of land located at the intersection of Chandler Road and 1H 35 in Round Rock, Texas. We have sent the original PUD documents, on September 14, 1999, to be signed by Dr. John Roberts on behalf of Scott & White Memorial Hospital , Scott Sherwood and Brindly Foundation. Once the document has been si ed and osterimol To date Ms. Martinez has not received the signed document. Please follow -up with this so that your development agreement can be documented. Sincerely, James Stendebach, AICP JS /vmb Cc: Christine Martinez 0:\850. 502 \lbreauxltrl0- 18.doc c✓� ';';',,,"7 6 d 1999 REC CCT2; 203 E. Main St., Suite 201 • Round Rock, Texas 78864 • 512/244-9820 • FAX 512/244-9623 D ORDINANCE NO. Z Q I - 09-09 - 963 AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE CITYh}F ROUND ROCK, TEXAS ADOPTED IN SECTION 11.305(2), CODE t`)F ORDINANCES (1995 EDITION), CITY OF ROUND ROCK, TEXA11, AND MAKING THIS AMENDMENT A PART OF THE SAID OFFICIAL ZONING MAP, TO WIT: TO RE -ZONE 99.59 ACRES OF LAND IN ROUND ROCK, WILLIAMSON COUNTY, TEXAS PLANNED UNIT DEVELOPMENT (PUD) NO. 3 7 . WHEREAS, an application has been made to the City Council of the City of Round Rock, Texas to amend the Official Zoning Map to zone the property described in Exhibit "A" as Planned Unit Development (PUD) No. 37, said exhibit being attached hereto and incorporated herein, and WHEREAS, the City Council has submitted the requested change in the Official Zoning Map to the Planning and Zoning Commission for its recommendation and report, and WHEREAS, the Planning and Zoning Commission held a public hearing concerning the requested change on the 1st day of September, 1999, following lawful publication of the notice of said public hearing, and WHEREAS, after considering the public testimony received at such hearing, the Planning and Zoning Commission has recommended that the Official Zoning Map be amended so that the zoning classification of the property described in Exhibit "A" be changed to PUD No.37, and x: \weoocs \ommme \o9o9o9sa .wso /mc WHEREAS, on the 9th day of September, 1999, after proper notification, the City Council held a public hearing on the requested amendment, and WHEREAS, the City Council determines that the zoning provided for herein promotes the health, safety, morals and protects and preserves the 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 (1995 Edition), City of Round Rock, Texas concerning public notices, hearings, and other procedural matters has been fully complied with, Now Therefore BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, THAT: That the City Council has hereby determined the Planned Unit Development (PUD) No.37 meets the following goals and objectives: (1) The development in PUD No.37 is equal to or superior to development that would occur under the standard ordinance requirements. (2) P.U.D. No. 37 is in harmony with the general purposes, goals, objectives and standards of the General Plan. (3) P.U.D. No. 37 does not have an undue adverse effect upon adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety and general welfare. 2. (4) P.U.D. No. 37 will be adequately provisioned by essential public facilities and services including streets, parking, drainage, water, wastewater facilities, and other necessary utilities. (5) P.U.D. No. 37 will be constructed, arranged and maintained so as not to dominate, by scale and massing of structures, the immediate neighboring properties or interfere with their development or use in accordance with any existing zoning district. II. That the Official Zoning Map adopted in Section 11.305(2), Code of Ordinances (1995 Edition), City of Round Rock, Texas, is hereby amended so that the zoning classification of the property described in Exhibit "A ", attached hereto and incorporated herein shall be, and is hereafter designated as Planned Unit Development (PUD) No. 37, and that the Mayor is hereby authorized and directed to enter into the Agreement and Development Plan for PUD No. 37 attached hereto as Exhibit "B ", which agreement shall govern the development and use of said property. 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. 3. 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. O READ, PASSED, and ADOPTED on first reading this + day 41,#I1 u,42 Alternative 2. READ and APPROVED on first reading this the day of , 1999. READ, APPROVED and ADOPTED on second reading this the day of , 1999. ATTEST: , 1999. LAND, City Secretary City of Round Rock, Texas 4. Page 1 of_ 99.59 Acres EXHIBIT "A" DESCRIPTION FOR A 99.59 ACRE TRACT OF LAND SITUATED IN THE E. EVANS SURVEY ABSTRACT NO. 212, IN WIT . COUNTY, TEXAS, BEING ALL OF THE 74.590 ACRES OF LAND CONVEYED TO SCOTT AND WHITE MEMORIAL, HOSPITAL BY INSTRUMENT RECORDED AS DOCUMENT NO. 9733254, OF THE OFFICIAL RECORDS OF SAID COUNTY, AND ALL OF LOT ONE, BLOCK A, FIRST LIMITED ADDITION, RECORDED IN CABINET 0, SLIDES 22 & 23 OF THE PLAT RECORDS OF SAID COUNTY, SAID LOT 1 HAVING BEEN CONVEYED TO SCOTT AND WHITE MEMORIAL HOSPITAL BY INSTRUMENT RECORDED AS DOCUMENT NO. 9700732 OF SAID OFFICIAL RECORDS, SAID 99.59 ACRE TRACT BEING ALSO A PORTION OF A 100.01 ACRE TRACT AS PREVIOUSLY CONVEYED TO FIRST U LIMITED BY INSTRUMENT RECORDED IN VOLUME 2337, PAGE 661, OF SAID OFFICIAL RECORDS, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING for reference on an "X" cut in concrete found on a point being the intersection point of the northerly right -of -way Iine of Chandler Road also known as County Road No. 114 (80 foot right -of -way) as conveyed by instrument recorded in Volume 785, Page 877 of the Deed Records of said County and the easterly right -of -way line of Interstate Highway No. 35, same being the southwesterly comer of said 100.01 acre tract, thence departing the northerly right -of -way line of said Chandler Road, with the easterly right -of -way line of Interstate Highway No. 35, same being the westerly boundary line of said 100.01 acre tract, N 22° 56' 00" W a distance of 20.01 feet to an iron rod set on the southwesterly corner of said Lot 1, same being the southwesterly corner and POINT OF BEGINNING hereof; THENCE continuing with the easterly right -of -way line of Interstate Highway No. 35, same being the westerly boundary line of said 100.01 acre tract, same being in part with the westerly boundary line of said Lot 1, the following three (3) courses and distances: 1) N 22° 56' 00" W for a distance of 330.27 feet to a concrete highway monument found on a point of curvature; 2) with the arc of a curve to the right having a radius of 1095.90 feet, an arc distance of 398.93 feet, an internal angle of 20° 51' 24 ", and a chord which bears N 12° 27' 19" W for a distance of 396.73 feet, to a concrete highway monument found on a point of non - tangency; 3) N 02° 05' 44" W for a distance of 627.61 feet to an iron rod found on the northwesterly corner of said 100.01 acre tract, same being a southwesterly corner of a 200.088 acre tract of land as described by instrument recorded in Volume 2238, Page 598, of said Official Records, same being the northwesterly corner hereof; rave 2 of 2 99.59 Acres THENCE departing the easterly right -of -way line of said Interstate Highway No. 35, with a southerly boundary line of said 200.088 acre tract of land, same being the northerly boundary line of said 100.01 acre tract, N 69° 16' 01" E for a distance of 3124.13 feet to an iron rod found on the northeasterly corner of said 100.01 acre tract, same being' the northeasterly corner hereof THENCE with a westerly boundary line of said 200.088 acre tract, same being the easterly boundary line of said 100.01 acre tract the following two (2) courses and distances: 1) S 16° 38' 34" E for a distance of 965,75 feet, to an iron rod found on an angle point hereof, 2) S 16° 35' 41" E for a distance of 375.40 feet, to an iron rod found on a southwesterly comer of said 200.088 acre tract, being also the southeasterly corner of said 100.01 acre tract, saute being a point in the northerly right -of -way of said Chandler Road, being the southeasterly comer hereof, THENCE with the northerly right-of-way line of said Chandler Road, S 69° 16' 26" W for a distance of 2.339.09 feet to a cotton gin spindle set on the southeasterly corner of a 0.42 acre right -of -way dedication tract as recorded in Cabinet 0, Slides 22 -23 of said Plat Records, being an angle point hereof; THENCE continuing with the northerly right -of- -way line of said Chandler Road, with the east boundary line of said 0.42 acre tract, N 20° 43' 34" W for a distance of 20.00 feet to an iron rod set on the northeasterly corner of said 0.42 acre tract, same being the southeasterly corner of said Lot 1, being an angle point hereof, THENCE with the northerly boundary line of said 0.42 acre tract, being also the northerly right -of -way line of Chandler Road, same being the southerly boundary line of said Lot 1, S 69° 16' 26" W for a distance of 934.08 feet to the POINT OF BEGINNING hereof and containing 99.59 acres of land. Surveyed and the direct supervision of the undersigned: i Cecil Jac • Chisholm Registere. rofessional Land Surveyor No. 4295 BAKER -AICI LEN & ASSOCIATES, INC. 203 E. Main Street, Suite 201 Round Rock, Texas 78664 (5 i2) 244-9620 Job No.: 850 - 702 - 24 File Name: M:1IvfgRGIF18507021MB.doc Dated EXHIBIT B There are no lienholders of record. THE STATE OF TEXAS COUNTY OF WILLIAMSON EXHIBIT "B" AGREEMENT AND DEVELOPMENT PLAN FOR SCOTT & WHITE TRACT, PUD NO. 37 THIS AGREEMENT and Development Plan is made and entered by and between the City of Round Rock, Texas, a Texas municipal corporation, having its offices at 221 East Main Street, Round Rock, Texas 78664 (hereinafter referred to as the "City"), and Scott and White Memorial Hospital, and Scott Sherwood and Brindley Foundation (hereinafter referred to as the "Owner "). WHEREAS, the Owner has submitted a request to the City to rezone approximately 99.59 acres of land as a Planned Unit Development ( "PUD "), said acreage being more particularly described by metes and bounds in Exhibit "A" attached hereto and made a part hereof (hereinafter referred to as the "Property"), and WHEREAS, pursuant to Chapter 11, Section 11.316(8), Code of Ordinances (1995 Edition), City of Round Rock, Texas, the Owner has submitted a Development Plan setting forth, the development conditions and requirements within the PUD, which Development Plan is contained in Section II of this Agreement; and WHEREAS, on September 1, 1999, the City's Planning and Zoning Commission recommended approval of the Owner's application for a PUD. NOW THEREFORE BY THIS AGREEMENT WITNESSETH that in consideration of the covenants and conditions set forth herein, the City and the Owner agree as follows: CATEXTSEPUDS ' COTTWH \I324PU- i.wewmc I. GENERAL PROVISIONS 1. CONFORMITY WITH DEVELOPMENT PLAN That all uses and development within the Property shall conform to the Development Plan included in Section II herein. 2. CHANGES AND MODIFICATIONS No changes or modifications will be made to this Agreement or the Development Plan unless all provisions pertaining to changes or modifications as stated in Section II.15 below are followed. 3. ZONING VIOLATION The Owner understands that any person, firm, corporation or other entity violating any conditions or terms of the Development Plan shall be subject to any and all penalties for the violation of any zoning ordinance as stated in Section 1.601, Code of Ordinances, (1995 Edition), City of Round Rock, Texas, as amended. 4. LIENHOLDER CONSENT That the lienholder of record has consented to this Agreement and Development Plan, including any and all dedications to the public. A lienholder consent is attached hereto and incorporated herein as Exhibit "B ". 5. MISCELLANEOUS PROVISIONS 5.1 Assianment Neither party may assign its rights and obligations under this Agreement without having first obtained the prior written consent of the other which consent shall not be unreasonably withheld. This section shall not prevent the Owner from selling the Property or portions of the Property, together with all development rights and obligations contained in this Agreement and Development Plan. 5.2 Necessary Documents and Actions Each party agrees to execute and deliver all such other and further instruments and undertake such actions as are or may become necessary or convenient to effectuate the purposes and intent of this Agreement. 5.3 Severability In case one or more provisions contained herein are deemed invalid, illegal or unenforceable in any respect such invalidity, illegality or unenforceability shall not affect any other provisions hereof and in such event, this agreement shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 5.4 Entire Agreement This Agreement constitutes the entire agreement of the parties and supersedes any prior or contemporaneous oral or written understandings or representations of the parties respecting the subject matter hereof. 2. 5.5 Applicable Law 5.6 Venue This Agreement shall be construed under and in accordance with the laws of the State of Texas. All obligations of the parties created hereunder are performable in Williamson County, Texas and venue for any action arising hereunder shall be in Williamson County. 5.7 No Third Party Beneficiaries Nothing in this Agreement, express or implied, is intended to confer upon any person or entity, other than the parties hereto (and their respective successors and assigns), any rights, benefits or remedies under or by reason of this Agreement. 5.8 Duplicate Originals This Agreement may be executed in duplicate original, each of equal dignity. 5.9 Notices Until changed by written notice thereof any notice required under this Agreement may be given to the respective parties, by certified mail, postage prepaid or by hand delivery to the address of the other party shown below: OWNER CITY OF ROUND ROCK Scott & White Hospital 2401 South 31st Street Temple, Texas 76508 Attn: Dr. John Roberts Attn.: Director of Planning 5.10 Effective Date. This Agreement shall be effective from and after the date of due execution hereof by all parties. 3. City of Round Rock, Texas 221 East Main Street Round Rock, Texas 78664 5.11 Appeal of Administrative Decisions 5.12 Binding Effect 1. DEFINITIONS 2. PROPERTY 3. PURPOSE Administrative decisions provided for in this Agreement may be appealed to the City Council in writing within 90 days following receipt by the Owner of the written confirmation of the decision. This Agreement and the Development Plan binds and benefits the Owner and its successors and assigns. II. DEVELOPMENT PLAN 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, hereinafter referred to as "the Code". This Development Plan ( "Plan") covers approximately 99.59 acres of land, located within the city limits of Round Rock, Texas, and more particularly described by metes and bounds in Exhibit "A ", attached hereto. The purpose of this Plan is to insure a Planned Unit Development ( "PUD ") that 1) is equal to or superior to development that would occur under the standard ordinance requirements, 2) is in harmony with the General Plan, as amended, 3) 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, 4) is adequately provisioned by essential public facilities and services, and 5) 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 and subdivision by this Plan. All aspects not specifically covered by this Plan shall be regulated by applicable sections of the Code. 4. 4.2 Other Ordinances 5. USES 5.1 Permitted 7. BUILDINGS All other Ordinances within the Code shall apply to the Property, except as clearly modified by this Plan. 4.3 Traffic Impact Analysis Development of the Property, including intensity, shall comply with the recommendations and improvements outlined in the Traffic Impact Analysis prepared by WHM Transportation Engineering Consultants, Inc., dated July 14, 1999, attached hereto as Exhibt "E'. Minor modifications may be made with the Director of Public Works. Increase in development intensity which results in an increase in traffic shall be considered a major revision and will require City Council approval by PUD amendment. The Property shall be used and developed for the uses listed in Exhibit "D ", attached hereto and incorporated herein. 5.2 Prohibi The following uses are prohibited within the Property: automotive and machinery repair, including oil change facilities, automotive and machinery painting, automotive rental and sales, automotive washes, wrecking yards, sexually oriented businesses, transmission and communication towers, trucking terminals, truck repair, bulk distribution centers, mini - warehouses, flea markets, portable building sales, amusement parks or carnivals, campgrounds, outdoor shooting ranges, and kennels, video arcades, taverns and bars, billiard parlors, tattoo parlors and donation centers. 6. DEVELOPMENT STANDARDS The Property shall be developed in accordance with the Development Standards set forth in Exhibit "D ", attached hereto and incorporated herein. Building size, dimension, height and setbacks for all parcels shall be as modified in Exhibit "D ", attached hereto, as applicable to each parcel and its designated use. 5. 8. LANDSCAPING and BUFFERING Landscaping and buffering shall be as modified in Exhibit "D ", attached hereto, as applicable to each parcel and its designated use. 9. UNDERGROUND UTILITY SERVICE Except where approved in writing by the Director of Public Works, all electrical,telephone and cablevision distribution and service lines, other than overhead lines, which are, three phase or larger, shall be placed underground. 10. PRIVATE LOOP STREET & ACCESS TO PUBLIC STREETS 10.1 PRIVATE LOOP STREET 10.1.1 The development on the Property shall provide internal access to various buildings from a private loop street as generally shown on Exhibit C. The private loop street shall be constructed to provide a dual 24 -foot cross section, measured from lip of curb to lip of curb, divided by a 10 foot landscaped median. A minimum of 20% of the median area shall be landscaped. All trees that are planted as part of median landscaping shall have a minimum caliper size of two (2 ") inches. 10.1.2 The construction of the Private Loop Street shall be phased with the development of the property. The phasing of construction shall include the following street improvements identified in the Traffic Impact Analysis: a. A right turn lane shall be constructed on the westbound portion of Chandler Road, east of its intersection with the northbound IH 35 frontage road, as approved by the City's Public Works Department. This shall be constructed when the building permit for the building which exceeds a cumulative total of 400,000 square feet is issued and shall be completed prior to the issuance of a certificate of occupancy for the such building. b. A traffic signal, in compliance with state standards, shall be installed at the intersection of Oakmont Drive and Driveway D with Chandler Road. This shall be constructed when the building permit for the building which exceeds a cumulative total of 400,000 square feet is issued and shall be completed prior to the issuance of a certificate of occupancy for the such building. 6. 10.1.3 All City construction standards for streets shall apply to the private loop street and the connections to public streets. 10.2 ACCESS TO PUBLIC STREETS The Private Loop Street shall access public streets as follows: 10.2.1 Two Site Driveways shall be permitted to IH 35, as generally shown on Exhibit "C" and figure 2 in the TIA attached hereto as Exhibit "E ". These driveways will require approval by TxDOT. 10.2.2 Four Site Driveways shall be permitted to Chandler Road, as generally shown on Exhibit "C ". 10.2.3 Site Driveways "B and C" identified in figure 2 of the TIA, attached hereto as Exhibit "E ", shall be located a minimum of 300 feet from the intersection of Chandler Road and the northbound IH 35 frontage road. 10.2.4 Site Driveway "D" identified in figure 2 of the TIA, attached hereto as Exhibit "E ", shall be located to form a cross intersection with Oakmont Drive. 10.2.5 All other Site Driveways shall maintain aminimum separation of200 feet from any other Site Driveway or existing city street. 10.2.6 A minimum distance of 200 feet shall be maintained between the boundary of the site and the Private Loop Street identified on Exhibit "C" and figure 2 in the TIA. 10.2.7 The portions of Site Driveways A, B, C, D, E and F between the Private Loop Street and Public Streets as shown in figure 2 of the TIA, attached hereto as Exhibit "E" shall be constructed to provide a dual 24 foot cross section, measured from lip of curb to lip of curb, divided by a 20 foot landscaped median, and shall connect the Private Loop Street directly to Chandler Road or the northbound IH 35 frontage road. A minimum of 20% of the median area shall be landscaped. All trees which are planted as part of median landscaping shall have a minimum caliper size of 2 inches. 10.2.8 All City construction standards for streets, other than the cross section, shall apply to the portions of Site Driveways between the Private Loop Street and the Public Street as shown in figure 2 of the TIA attached hereto as Exhibit "E ". 7. 11. PHASING 12. SIGNS 10.3 ADDITIONAL PRIVATE INTERNAL STREETS Additional private internal streets may be constructed, at the developer's option, provided they do not result in any additional direct access to IH 35 or Chandler Road. The spacing of intersections shall comply with the requirements outlined in the Traffic Impact Analysis, attached hereto as Exhibit "E". 10.4 PRIVATE DRIVEWAYS Private driveways which provide access to a single building, including the private driveways which will provide access to the hospital that are located inside of the private loop street shown in figure 2 of the TIA, shall be constructed to commercial driveway standards and do not form part of the system of internal private streets. 11.1 The development of the Property may be phased at the developer's option. 11.2 Each phase of development shall include the adjacent access drive and the portion of Development Area "E" (the 75 foot landscape strip) as generally shown on Exhibit "C -1" that borders the phased development. 11.3 No building permits shall be issued within Development Areas "A" and "D ", as shown in Exhibit "C -1 ", until the access driveways shown on Exhibit "C" as A, B, and C, and the private loop road connecting said driveways, are fully constructed. 11.4 No building permits shall be issued within Development Areas "B" and "C ", as shown in Exhibit "C-1", until the access driveways shown on Exhibit "C" as D and E, and the private loop road connecting said driveways, are fully constructed. 11.5 No building permits shall be issued within Development Area "F" as shown on Exhibit "C -1" until the access driveway shown on Exhibit "C" is fully constructed. The sign requirements of the Code are amended to permit the following signs: 12.1. A monument sign of twenty (20) square feet shall be permitted for each building. 8. 12.2 Normal directional signage shall be permitted along the private internal street system, identified on Exhibit "C ". 12.3 A monument sign of 60 square feet, identifying Scott & White, shall be permitted on the southwest corner of the Property. The precise location and specifications for this sign shall be submitted to the Director of Planning and Community Development for approval. 12.4 A Building Sign identifying Scott & White shall be permitted on the hospital / clinic building. The precise specifications for the sign shall be submitted to the Director of Planning and Community Development for approval. 12.5 The size of all monument signs shall be defined as the area contained within a polygon containing the actual lettering and any logo. Portions of the masonry structure that the sign is located, outside the defined polygon, shall not be counted as part of the sign. 12.6 All monument signs shall be restricted to five (5') feet in height. 12.7 All signs shall be located so as not to restrict visibility for traffic entering or leaving the Property. 12.8 All monument signs shall comply with Section 11.304 (7) (d) of the Code. 13. CHANGES TO AGREEMENT AND DEVELOPMENT PLAN 13.1 Minor Changes Minor changes to this Agreement or Plan which do not substantially change this Plan may be approved administratively, if approved in writing, by the Director of Public Works, and the Director of Planning and Community Development. 13.2 Major Changes Major changes shall be resubmitted following the same procedure required by the original PUD application. Memorial CITY OF ROUND ROCK, TEXAS SCOTT and WHITE/HOSPITAL, and SCOTT SHERWOOD and BRINDLEY FOUNDATION 1 + BY�111"r.�� By: v� `` :% R.�� A. Stluka, Jr., Ma r. John Roberts, President Date: . Emu' -Q 4 /999 Date: Z L QrjCcC` 9. 11 SITE DRIVEWAY ACCESS TO PUBLIC STREETS EXHIBIT "C" A, D. C, D,E8F "SCOTT AND WHITE ADDITION" PRIVATE LOOP STREET & ACCESS TO PUBLIC STREET e 1 . .�: b r a " mot • • .ro. tea ,...,.. RV - RECREATIONAL VEHICLE AREA H - HELICOPTER PAD EXHIBIT "C -1" DEVELOPMENT AREAS "SCOTT AND WHITE ADDITION" Baker-Almon ....W .o, l A.waru.. Ma „e a,,. I Gskaarr./Su,wn„ dm :....v The Following Development Standards shall apply to all development on portions of the Property, which are generally identified as Development Area "A" on the Land Use Plan attached hereto as Exhibit "C -1 ". 1. USES: The following principal uses are permitted: 1. Medical or Dental Clinics 2. Offices 3. Hospital 4. Extended care facilities 5. Nursing homes 6. Medical supply retail uses 7. Medical supply rental uses 8. Drug store /pharmacy 9. Medical research facilities 10. Educational facilities 11. Assisted Living facilities 12. Rehabilitation Center 13. Helicopter landing pad, with the following conditions: a. The landing pad is for hospital use only. b. The landing pad shall be located at the location identified with the letter "H" on the Land Use Plan (Exhibit "C-1"). c. The landing pad shall be located in close proximity of the hospital emergency entrance. d. Helicopter maintenance facility. 14. Recreational Vehicle pads, with the following conditions: a. A maximum of 12 Recreational Vehicles (RV) shall be permitted. b. All RV pads shall be restricted to accommodate families and friends of Scott & White patients. The Owner shall be responsible for enforcement of this restriction. c. All RV pad sites shall be screened from view of abutting properties. d. All pads shall be located at the location identified with the letters "RV" on the Land Use Plan attached hereto as Exhibit "C -1 ". e. Plans shall be approved by the Development Review Commission to ensure compliance. 15. Personal services C \TEXTSEPUDS\scomve'ni324ex -I. Wmniwe EXHIBIT "D" DEVELOPMENT STANDARDS Medical/ Commercial 10. DEVELOPMENT AREA "A" 16. Gift shops 17. Florist 18. Convenience store 19. Restaurants 20. Bank or Credit Union 21. Day Care and Senior Care facilities 22. Health Club 23. Laundry 24. Book store 2. DESIGN STANDARDS: 2.1 HEIGHT 2.1.1 The maximum allowable height of buildings containing the Hospital and/or Clinic shall be seven (7) stories or ninety (90') feet. 2.1.2 The maximum allowable height of buildings other than those which contain the Hospital and/or Clinic shall be a maximum of three (3) stories or forty -five (45') feet. 2.2 BUILDING SETBACK REQUIREMENTS Minimum setback for buildings shall be twenty -five (25') feet from internal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". No setback is required from private driveways, which provide access to a single building. A minimum separation of twenty feet (20') between buildings shall be provided. 2.3 LANDSCAPE REQUIREMENTS 2.3.1 Except as stated below, all landscaping shall be regulated by applicable sections of the Code. 2.3.2 The street yard landscape requirements shall be met by providing a seventy-five (75') -foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. All parking lots shall be designed to preserve "protected trees" as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 11. 3.0 SERVICE AREAS: 2.3.3 All parking areas shall provide a minimum of ninety (90) square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum 2 -inch caliper size, planted no more than 60 feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 2.4 EXTERIOR LIGHTING 2.4.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.4.2 All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. Light standards shall be metal poles. 3.1 TRASH STORAGE Refuse storage enclosures are required for all developments. Enclosures must be of sufficient height to completely screen all refuse containers and must be provided with gates, so as to provide screening of views from adjacent lots and public rights -of -way. All enclosures must be constructed of permanent materials (concrete, masonry, wood, steel, etc., but not chain link). Refuse storage areas must be designed to contain all refuse generated on -site between collections. 3.2 ROOF MOUNTED MECHANICAL EQUIPMENT All roof mounted mechanical elements must be screened from view from the public right -of -way. Screening must be compatible with the building design. 3.3 STREET LEVEL MECHANICAL EQUIPMENT All ground - mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building will be screened with landscaping to soften the visual appearance. 12. 13. The following Development Standards shall apply to all development on portions of the Property, which are generally identified as Development Area "B" on the Land Use Plan attached hereto as Exhibit "C -1 ". 1. USES: The following principal uses are permitted: DEVELOPMENT AREA " B" Medical/ Commercial/Residential 1. Medical or Dental Clinics 2. Offices 3. Hospital 4. Extended care facilities 5. Nursing homes 6. Medical supply retail uses 7. Medical supply rental uses 8. Drug store/pharmacy 9. Medical research facilities 10. Educational facilities 11. Assisted Living 12. Rehabilitation Center 13. Assisted care and independent care residential living facilities 14. Hotel, located and designed to complement hospital. Serving families 15. Hospice 16. Apartments and townhouses, at a maximum density not to exceed eighteen (18) units per acre. The cumulative number of apartments and townhouses shall not exceed two hundred two (202) dwelling units within the entire PUD. 17. Personal services 18. Gift shops 19. Florist 20. Convenience store 21. Restaurants 22. Ambulance service and maintenance 23. Bank or Credit Union 24. Day Care and Senior Care facilities 25. Health Club 26. Laundry 27. Book store 2. DESIGN STANDARDS: 2.1 HEIGHT 2.1.1 The maximum allowable height of buildings containing the Hospital and/or Clinic shall be seven (7) stories or ninety (90') feet. 2.1.2 The maximum allowable height of buildings other than those which contain the Hospital and/or Clinic shall be a maximum of three (3) stories or forty - five (45') feet. 2.2 BUILDING SETBACK REQUIREMENTS 2.2.1 Minimum setback for buildings which exceed 3 stories: a. Seventy-five (75') feet from external property lines. b. Twenty-five (25') feet from internal private streets identified on the Conceptual site Plan attached hereto as Exhibit "C ". 2.2.2 Minimum setback for buildings of three (3) stories or less: a. Twenty-five (25') feet from external property lines. b. Twenty-five (25') feet from internal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". 2.2.3 Minimum setback for all other buildings shall be twenty-five (25') feet from intemal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". 2.2.4 No setback is required for private driveways which provide access to a single building. 2.2.5 A minimum separation of twenty (20') feet between buildings shall be provided. 2.3 MULTI FAMILY DESIGN STANDANDS 2.3.1 Exterior Finish: The exterior fmish of all buildings shall be masonry, except for doors, windows and trim. Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank ". Cement based siding shall not comprise more than fifty percent (50 %) of the exterior finish 14. (breezeways and patio or balcony insets are not included in this calculation). 2.3.2 Roofing Materials: Roofmg materials shall consist of twenty-five (25) year architectural dimensional shingles, tile or non - reflective metal. 2.3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include off sets, to preclude a box design. 2.3.4 Building Height Variation: Multi - family buildings located within 100 feet of Chandler Creek Road shall be one (1) story, two (2) story or three story / two story split buildings. 2.4 LANDSCAPE REQUIREMENTS 2.4.1 Except as stated below, all landscaping requirements shall be regulated by applicable sections of the Code. The street yard landscape requirements shall be met by providing a seventy-five (75') foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. 2.4.2 All parking lots shall be designed to preserve Protected Trees as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 2.4.3 All parking areas shall provide a minimum of ninety (90) square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum 2 -inch caliper size, planted no more than sixty (60') feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 2.4.4 A twenty-five (25') foot landscaped strip shall be provided abutting external property lines. 15. 2.5 EXTERIOR LIGHTING 2.5.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.5.2 All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. 3. SERVICE AREAS 3.1 TRASH STORAGE Refuse storage enclosures are required for all developments. Enclosures must be of sufficient height to completely screen all refuse containers and must be provided with gates, so as to provide screening of views from adjacent lots and public rights - of -way. All enclosures must be constructed of permanent materials (concrete, masonry, wood, steel, etc., but not chain link). Refuse storage areas must be designed to contain all refuse generated on -site between collections. 3.2 ROOF MOUNTED MECHANICAL EQUIPMENT All roof mounted mechanical elements must be screened from view from the public right -of -way. Screening must be compatible with the building design. 3.3 STREET LEVEL MECHANICAL EQUIPMENT All ground- mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building will be screened with landscaping to soften the visual appearance. 16. DEVELOPMENT AREA "C" Office/Residential The Following Development Standards shall apply to all development on portions of the Property, which are generally identified as Development Area "C " on the Land Use Plan, attached hereto as Exhibit "C -1 ". 1. USES: The following principal uses are permitted: 1. Offices 2. Nursing homes 3. Medical research facilities 4. Educational facilities 5. Assisted Living facilities 6. Assisted care and independent care residential living facilities 7. Hospice 8. Apartments and townhouses, at a density not to exceed eighteen (18) units per acre. The cumulative number of apartments and townhouses shall not exceed two hundred two (202) dwelling units within the entire PUD. The following Secondary uses to primarily serve residents of nursing homes, assisted living and independent living facilities, are permitted, provided they are contained within the building which contains the principal use: 1. Personal services 2. Gift shops. 3. Florist 4. Convenience store 5. Bank or Credit Union 6. Health Club 7. Laundry 2. DFSIGN STANDARDS: 2.1 HEIGHT The maximum height of buildings shall be three (3) stories or forty-five (45) feet. 2.2 BUILDING SETBACK REQUIREMENTS 2.2.1 Twenty -five (25') feet from external property lines. 2.2.2 Twenty -five (25') feet from intemal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". 17. 2.2.3 Minimum setback for buildings shall be twenty-five (25') feet from internal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". No setback is required for private driveways which provide access to a single building. 2.2.4 A minimum separation of twenty (20') feet between buildings shall be provided. 2.3 MULTI FAMILY DESIGN STANDANDS 2.3.1 Exterior Finish: The exterior finish of all buildings shall be masonry, except for doors, windows and trim. Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank ". Cement based siding shall not comprise more than fifty percent (50 %) of the exterior finish (breezeways and patio or balcony insets are not included in this calculation). 2.3.2 Roofing Materials: Roofing materials shall consist of twenty-five (25) year architectural dimensional shingles, tile or non - reflective metal. 2.3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include off sets, to preclude a box design. 2.3.4 Building Height Variation: Multi - family buildings located within 100 feet of Chandler Creek Road shall be one (1) story, two (2) story or three story / two story split buildings. 2.4 LANDSCAPE REQUIREMENTS 2.4.1 Except as stated below, all landscape requirements shall be negotiated by applicable sections of the Code. The street yard landscape requirements shall be met by providing a seventy-five (75') foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. 18. 2.4.2 All parking lots shall be designed to preserve Protected Trees as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 2.4.3 All parking areas shall provide a minimum of ninety (90) square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum two (2 ") inch caliper size, planted no more than 60 feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 2.4.4 A twenty-five (25) foot landscaped strip shall be provided abutting external property lines. 2.5 EXTERIOR LIGHTING 2.5.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.5.2 Parking Lot Fixtures: All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. 3.0 SERVICE AREAS 3.1 TRASH STORAGE Refuse storage enclosures are required for all developments. Enclosures must be of sufficient height to completely screen all refuse containers and must be provided with gates, so as to provide screening of views from adjacent lots and public rights - of -way. All enclosures must be constructed of permanent materials (concrete, masonry, wood, steel, etc., but not chain link). Refuse storage areas must be designed to contain all refuse generated on -site between collections. 3.2 ROOF MOUNTED MECHANICAL EQUIPMENT All roof mounted mechanical elements must be screened from view from the public right -of -way. Screening must be compatible with the building design. 3.3 STREET LEVEL MECHANICAL EQUIPMENT All ground - mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building will be screened with landscaping to soften the visual appearance. 19. 1. USES: The following principal uses are permitted: The Following Development Standards shall apply to all development on portions of the Property which are generally identified as Development Area "D ", on the land use plan attached hereto as Exhibit "C-1". 1. Parking 2. Landscaping and landscape water features, which may include stormwater detention, filtration and sedimentation facilities. 3. Utilities and meters required to serve the Property. 2. DESIGN STANDARDS DEVELOPMENT AREA "D" Parking/ Utility Structures All parking lots shall be designed to preserve "protected trees ", as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 2.1 LANDSCAPE REQUIREMENTS Except as stated below, the landscape requirements for Development Area "D" shall be as stated in the Code. 2.1.1 The street yard landscape requirements shall be met by providing a seventy -five (75') foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. 2.1.2 All parking lots shall be designed to preserve "protected trees" as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 2.1.3. All parking areas shall provide a minimum of (ninety) 90 square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum two (2 ") inch caliper size, planted no more than sixty (60') feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 20. 2.1.4. A twenty -five (25') foot landscaped strip shall be provided abutting external property lines. 2.1.5 An underground automatic irrigation system must be installed in all landscaped areas. 2.2 EXTERIOR LIGHTING 2.2.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.2.2 All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. 3. SERVICE AREAS 3.1 TRASH STORAGE Refuse storage enclosures are required for all developments. Enclosures must be of sufficient height to completely screen all refuse containers and must be provided with gates, so as to provide screening of views from adjacent lots and public rights - of -way. All enclosures must be constructed of permanent materials (concrete, masonry, wood, steel, etc., but not chain link). Refuse storage areas must be designed to contain all refuse generated on -site between collections. 3.2 ROOF MOUNTED MECHANICAL EQUIPMENT All roof mounted mechanical elements must be screened from view from the public right -of -way. Screening must be compatible with the building design. 3.3 STREET LEVEL MECHANICAL EQUIPMENT All ground - mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building will be screened with landscaping to soften the visual appearance. 21. 1. PERMITTED USES DEVELOPMENT AREA "E" Landscape Buffer The Following Development Standards shall apply to all development on portions of the Property which are identified as Development Area "E ": All areas located within Development Area "E" as shown on the land use plan, attached hereto as Exhibit "C -1 ", except for sidewalks, monument signs, private streets to access public streets and utilities and meters required to serve the Property, shall be used solely for the purpose of landscaping and landscaping water features which may include the detention of storm water. This area consists of a seventy-five (75) foot landscape strip and replaces the street yard landscaping requirement of the Code. Stormwater detention ponds located within area "E" shall be designed to contain permanent water features, which will be part of the Landscape Plan. All Protected Trees, as defined in the Code, shall be preserved except for those which may be required to be removed to accommodate the water feature. 22. D AREA "F" Office/ Residential/Commercial The following Development Standards shall apply to all development on portions of the Property which are identified as Development Area "F" on the Land Use Plan attached hereto ac Exhibit "C -1" 1. USES. The following principal uses are permitted: 1. Offices 2. Nursing homes 3. Medical research facilities 4. Educational facilities 5. Assisted Living facilities 6. Assisted care and independent care residential living facilities. 7. Hospice 8. Apartments and townhouses, at a density not to exceed 18 units per acre. The cumulative number of apartments and townhouses shall not exceed two hundred two (202) dwelling units within the entire PUD. 9. All C -2 (Local Commercial uses) identified in the City of Round Rock Code of Ordinances, 1995 edition. The following Secondary uses to primarily serve, residents of nursing homes, assisted living and independent living facilities, are permitted, provided they are contained within the building which contains the principal use: 1. Personal services 2. Gift shops 3. Florist 4. Convenience store 5. Bank or Credit Union 6. Health Club 7. Laundry 2. DESIGN STANDARDS: 2.1 HEIGHT 2.1.1 The maximum height of buildings shall be a maximum of three (3) stories or forty -five (45') feet. 2.2 BUILDING SETBACK REQUIREMENTS 2.2.1 Twenty -five (25') feet from external property lines. 23. 2.2.2 Twenty-five (25') feet from internal private streets identified on theConceptual Site Plan attached hereto as Exhibit "C ". 2.2.3 No setback is required for private driveways which provide access to a single building. 2.2.4 A minimum separation of twenty (20') feet between buildings shall be provided. 2.2.5 Twenty-five (25') feet from the twenty (20') foot PUE and pipe easement located within Development Area F. 2.3 MULTI FAMILY DESIGN STANDANDS 2.3.1 Exterior Finish: The exterior finish of all buildings shall be masonry, except for doors, windows and trim Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank ". Cement based siding shall not comprise more than fifty percent (50%) of the exterior finish (breezeways and patio or balcony insets are not included in this calculation). 2.3.2 Roofing Materials: Roofing materials shall consist of twenty-five (25) year architectural dimensional shingles, tile or non - reflective metal. 2.3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include off sets, to preclude a box design. 2.3.4 Building Height Variation: Multi- family buildings located within 100 feet of Chandler Creek Road shall be one (1) story, two (2) story or three story / two story split buildings 2.4 LANDSCAPE REQUIREMENTS Except as stated below, the landscape requirements for Development Area "F" shall be as stated in the Code. 2.4.1 The street yard landscape requirements shall be met by providing a seventy- five (75') foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. 24. 2.4.2 All parking lots shall be designed to preserve "protected trees" as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 2.4.3 All parking areas shall provide a minimum of ninety (90) square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum two (2 ") inch caliper size, planted no more than sixty (60) feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 2.4.4 A twenty-five (25) foot landscaped strip shall be provided abutting external property lines. 2.5 EXTERIOR LIGHTING 2.5.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.5.2 All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. 25. SCOTT & WRITE HOSPITAL ROUND ROCK, TEXAS TRAFFIC IMPACT ANALYSIS EXHIBIT E Prepared For Scott & White Hospital Prepared by WHM Transportation Engineering Consultants, Inc. 2717 Rio Grande Street Austin, Texas 78705 Phone: 512 - 473 -8343 Fax: 512- 473 -8237 July 1999 �E .. TF c • HEIDI RAE WESTERFIELD / I - e% 82790 r !o �c9F 1 1,01 ON L NG 7(04 -m TABLE OF CONTENTS Table of Contents List of Figures List of Tables Synopsis 1 Introduction 6 Site and Access Characteristics 6 Existing Thoroughfare System 7 Future Roadway Improvements 7 Traffic Analysis 7 1999 Existing Conditions 8 Signalized Intersections 8 Unsignalized Intersections 8 2007 Forecasted Conditions With Site Generated Traffic 11 Site Generated Traffic 11 Directional Distribution 13 Analysis Assumptions 16 Intersection Analysis 17 Driveway Spacing on Adjacent Roadways 21 Roadway Cross Sections 22 Summary and Recommendations References 27 27 it iii figurefi 1 ur�u�auo"um�______________ age WHM Transportation Engineering Consultants, Inc. u IST OF TABLES Table 1 Trip Generation Estimates — Scott & White Hospital Proposed Development 2 Adjusted Trip Generation Estimates - Scott & White Hospital Proposed Development 3 Forecast Directional Distribution of Site Oriented Traffic WHM Transportation Engineering Consultants, Inc. 14 15 16 SCOTT & WHITE HOSPITAL ROUND ROCK, TEXAS TRAFFIC IMPACT ANALYSIS SYNOPSIS Scott & White Hospital is one part of a Planned Unit Development (PUD) located at the northeast corner of the intersection of IH 35 and Chandler Road (CR 1431) in Round Rock, Texas, as shown in Figure 1. The purpose of the PUD is to provide an integrated development consisting of medical and medical- related facilities combined with complimentary residential and commercial development. For the purposes of this traffic study, the densest combination of possible land uses, given all available information to date, was modeled in order to evaluate area intersections and roadways. However, it should be noted that all information about these land uses including building sizes, anticipated construction schedule, and land use type is strictly provisional at this time. Any combination of the land used listed in the PUD could be developed. The site is bounded by the proposed Stonewater project on the north and east, Chandler Road on the south, and IH 35 on the west. Figure 2 shows a more detailed view of the tract and defines the parcel boundaries within the property. It is anticipated that the project will be completed in phases. Due to the length of time until buildout and an incomplete site plan to date, Scott & White has reserved the right to alter the land uses on the site, while still maintaining set development standards within each parcel area. Descriptions of each potential use per parcel area were developed by Scott & White Hospital and provided to WHM in the form of development standards. These standards are furnished within this report. Land use assumptions were made by WHM from these development standards with final approval obtained from Scott & White Hospital. The traffic - related characteristics of the proposed development activities require evaluation to determine their effect on the adjacent roadway network. An analysis was conducted that evaluated the impact of traffic generated by the project with the findings and recommendations reported herein. The purpose of the Traffic Impact Analysis (PIA) is to examine the interaction of existing and planned land use activities, their intensity and traffic characteristics, and identify actions that would create a successful, effective and safe development program under both existing and future traffic conditions. A TIA for the project was conducted utilizing accepted traffic engineering methods and techniques. Existing traffic conditions were examined on area roadways and at selected intersections and compared with traffic conditions that could be expected at buildout of the project considering both site generated and external (background) traffic. Based on the analysis, recommended actions were identified and are summarized as follows: 1. A right turn lane should be constructed on the westbound approach of the east frontage road at II-135 and Chandler Road to accommodate full buildout of the project. An analysis of buildout of the first phase, which includes the hospital and clinic, indicates that this recommendation is not needed for that phase. Recommended lane uses are as follows: a right turn lane, and two through lanes. 2 The proposed four -way intersection at Oakmont Drive /Driveway D and Chandler Road should be signalized, in order to accommodate future traffic. The site driveway should be aligned with Oakmont Drive and constructed with two outbound lanes so as to separate left turn/through movements and right turns. 3 The proposed internal roadway to be built as a four lane section with a median (2 24') will be adequate to serve site traffic. WHM Transportation Engineering Consultants, Inc. 2 4. Driveway F is located 450 feet east of Cypress Boulevard and 350 feet west of Sunrise Road. It is not feasible to align this driveway with Cypress Boulevard due to an existing drainage easement. Therefore, the driveway has been located between Cypress Boulevard and Sunrise Road to provide the most efficient driveway spacing. 5 . A minimum of 200 feet of queue storage for vehicles exiting the site is required. WHM Transportation Engineering Consultants, Inc. I NORTH WHM Transportation Engineering Consultants, Inc. - Austin, Texas FIGURE I AREA MAP INTRODUCTION Scott & White Hospital is one part of a Planned Unit Development (PUD) located at the intersection of IH 35 and Chandler Road (CR 1431) as shown in Figure 1. The purpose of the PUD is to provide an integrated development consisting of medical and medical - related facilities combined with complimentary residential and commercial development. For the purposes of this traffic study, the densest combination of possible land uses, given all available information to date, was modeled in order to evaluate area intersections and roadways. However, it should be noted that all information about these land uses including building sizes, anticipated constr uction schedule, and land use type is strictly provisional at this time. Any combination of the land used listed in the PUD could be developed. • The site is bounded by the proposed Stonewater project on the north and east, Chandler Road on the south, and IH 35 on the west. Figure 2 shows a more detailed view of the tract and defines the parcel boundaries within the property. It is anticipated that the project will be completed in phases. Due to the length of time until buildout and an incomplete site plan to date, Scott & White has reserved the right to alter the land uses on the site, while still maintaining n within each set development standards parcel area. Descriptions of each potential use er by P parcel area were developed y Scott & White Hospital and provided to WHM in the form of development standards. These standards are furnished within this report. Land use assumptions were made by WHM from these development standards with final approval obtained from Scott & White Hospital. Si te and Acce s aractericti Figure 2 shows the location of development parcels within the project as well as the location of the site driveways, which connect directly to 1H 35 and Chandler Road. An internal circulation roadway will also be constructed with the project development. Since the project is located along IH 35 and Chandler Road the programmed development activities and traffic related characteristics require evaluation. Examining the interaction of existing and programmed land use activities, their intensity and traffic characteristics is necessary to render an appreciation of appropriate actions required to create a successful, efficient, and safe program. This report on the analysis of the traffic conditions, present and future, addresses these objectives. WHM Transportation Engineering Consultants, Inc. 6 EXIST THORO TGHFA SYS As indicated on -the area wide and site location maps (Figures 1 and 2), the project is located at the intersection of IH 35 and Chandler Road. Other nearby roadways of importance include Oakmont Drive, Cypress Boulevard, and Sunrise Road. The interrelationship of these roadways and others in the area is shown on the previous Figure 1. FUTURE ROADWAY IMPROVEMENTS IH 35: This roadway, including the segment from CR 111 to RM 3406 is planned to be constructed as a six lane freeway with HOV lanes by the year 2020. It is subject to a Major Investment Study, including evaluation of main lane to HOV. As development occurs and when funding is available, rams north of P Chandler Road will be reversed Ch?. (FR 143m: No improvements are planned prior to the year 2020. TRAFFIC ANALYSIS In order to assess the traffic implications of the proposed development, two time periods and travel conditions were evaluated: (1) 1999 - Existing Conditions (2) 2007 - Forecasted with Site Generated Traffic Conditions Intersections in the vicinity of the site are considered the locations of principal concern because they are the locations of highest traffic conflict and delay. The standard used to evaluate traffic conditions at intersections is Level of Service (LOS), which is a qualitative measure of the effect of a number of factors such as speed, volume of traffic, geometric features, traffic interruptions, freedom to maneuver, safety, driving comfort, convenience, and operating cost. Analysis was performed using the microcomputer program "Highway Capacity Software' by the Federal Highway Administration (Ref. 1), which is based on the procedures contained in the Highway Capacity Manual (Ref. 2), as well as PASSER III (Ref. 3). WHM Transportation Engineering Consultants, Inc. 7 NORTH +wma Nwitt i t ��r � r atic I �A QX = SITE DRIVEWAYS X = SITE AREAS v(1L. X 797 'PC..' 1]0 r r � �•��ar��r" so• � r - CHANDIFII FILL (C•R•ifq . - race Mt a - -_ _O © � EXHIBIT "C" FIGURE 2 CONCEPTUAL SITE PLAN 1999 Existing Conditions The analysis of existing traffic required the acquisition of secondary data from the City of Round Rock, as well as the collection of primary data on the major roadways and intersections. A field survey was designed through discussions with City staff and implemented to obtain the necessary data and to verify the trends established by data available from previous years. Signalized Intersections The following intersection within the study area is signalized: • IN 35 and Chandler Road (CR 1431) Unsignalized Intersections The following intersections within the study area are unsi t ed • Oakmont Drive and Chandler Road (CR 1431) • Cypress Boulevard and Chandler Road (CR 1431) . . • Sunrise Road and Chandler Road (CR 1431) Existing peak hour traffic volumes at the above intersections are presented in Figure 3. Current lane use and level of service are summarized in Figure 4. WHM Transportation Engineering Consultants, Inc 8 • t 312/570 is 167/750 337/552 y 500/217 270/613 156/176 y 1 k__ 53/32 .00 - - 200/237 1 1 `T r ]SS — .7P1 535 61 161 4� 241/161 r 1510 SCOTT $t WHITE SITE Peak Hour Volume NOT TO SCALE 261139 r I 3/1 93/165 ••■• Chan P P 75/75 wn„ 36/36 0 3 T x �n C NORTH FIGURE 3 EXISTING TRAFFIC VOLUMES A SCOTT & WHITE SITE = Level of Service NOT TO SCALE U NORTH FIGURE 4 • c cn EXISTING LEVELS OF SERVICE 2007 Forecasted Condit; ,., With Site Genera e Traffic Although not definite, the year 2007 was established as the year in which the entire project would tentatively become occupied. This tinteframe was utilized to mess the major roadway effects and to facilitate the evaluation of alternative improvements. Forecasted traffic was projected using available information This process was facilitated by using trends established by prior data for the major roadways in the immediate vicinity of the project site. Site Generated Traffic Determining the generated traffic or the traffic that is considered to be contributed by development of the proposed project was a major analysis process element. Total trips per day as well as the peak hour traffic associated with the project were estimated using the microcomputer program 'Trip Generation" by Microtrans Corporation (Ref. 4), which is based on recommendations and data contained in the Institute of Transportation Engineers report TrIpSancr (Ref. 5). Traffic production is directly related to the assumed land use activity. Scott & White Hospital desires to reserve the right to alter the land uses within each parcel area. Therefore, they provided WHM with development standards describing potential land uses per parcel area. Land use assumptions were then made using these development standards with final approval received from Scott & White Hospital. The following lists of development standards by parcel areas are those which were provided to WHM. Development Area "A" The following principal uses are permitted: 1. Medical or Dental Clinics 2. Offices 3. Hospital 4. Extended care facllities 5. Nursing homes 6. Medical supply retail uses 7. Medical supply rental uses 8. Drug store/pharmacy 9. Medical research facilities 10. Educational facilities 11. Assisted living 12. Rehabilitation Center The following secondary uses are permitted: 1. Personal services WHM Transportation Engineering Consultants, Inc. 11 2. Gift shops 3. Florist 4. Convenience store 5. Restaurants, other than hospital cafeteria to provide choice to staff, families, etc. 6. Bank or Credit Union 7. Day Care and Senior Care facilities 8. Health Club 9. Laundry 10. Book store 11. Parking 12. Helicopter maintenance for hospital helicopter only 13. Other similar uses which are approved in writing by the Director of Planning & Community Development Development Area "W' The following principal uses are permitted: 1. Medical or Dental Clinics 2. Offices 3. Hospital 4. Extended care facilities 5. Nursing homes 6. Medical supply retail uses 7. Medical supply rental uses 8. Drug store /pharmacy 9. Medical research facilities 10. Educational facilities 11. Assisted living 12. Rehabilitation Center 13. Assisted care and independent care residential living facilities 14. Hotel, located and designed to complement hospital. Serving families. 15. Hospice 16. Apartments and townhouses, located to complement the Multi- family uses in the Stonewater development. Secondary uses similar to those described for Area A are permitted in Area B. Development Area "C" The following principal uses are permitted: 1. Offices 2. Nursing homes 3. Medical research facilities 4. Educational facilities 5. Assisted living 6. Assisted care and independent care residential living facilities 7. Hospice 8. Apartments and townhouses, located to complement the Multi- family uses in the Stonewater development The following secondary uses are permitted: 1. Personal services 2. Gift shops WHM Transportation Engineering Consultants, Inc. 12 3. Florist 4. Convenience store 5. Bank or Credit Union 6. Health Club 7. Laundry 8. Parking Development Area "D" Parking is the principal use permitted in this area Development Area "E" All areas located within area "E" except for sidewalks, driveways to access public streets and utility structures and meters required to provide utilities to the Property, shall be uses solely for the purpose of landscaping. Development Area "F" The following principal uses are proposed, but additional uses listed under Area "B" shall be permitted: • 1. Offices 2. Convenience Store /Service Station Table 1 provides a detailed summary of the land uses assumed by WHM and the traffic production, which is directly related to the assumed land use activity. As a point of reference, the total 24 hour volume was estimated at 32,037. Table 2 summarizes trip generation estimates, which have been adjusted in accordance with analysis assumptions discussed in the following section. The adjusted total 24 hour trip generation is 24,873. D Distribution Once site generated trips were known, the next step involved distribution of those trips to appropriate geographic directions and logical connecting roadways. The major thoroughfares, which have a direct bearing on the accessibility of the project have been previously identified. Traffic counts conducted during the study provided the basis for the directional distribution of traffic approaching and departing the project site as summarized in Table 3. Given the total site generated traffic and the directional distribution by approach, the next step in the process was to assign the traffic destined to and from the project to the most likely travel paths. This was done by investigating a number of alternative travel patterns, as well as ingress /egress points along the project boundaries. Primary consideration was given to the traffic flow and safety of the major roadways. WHM Transportation Engineering Consultants, Inc. 13 Table 1. Trip Generation Estimates — Scott & White Hospital Proposed Development Daily Traffic Volume 15,120 AM Peak Hour Enter Exit 1,061 PM Peak Hour Enter Exit A Hospital A Clinic B High Turnover Rest. B Hotel B High Turnover Rest B High Turnover Rest B Pharmacy /Drugstore B Day Care Center B Specialty Retail B Med. /Dental Office C Apartments F Convenience Market P Med. /Dental Office WHM Transportation Engineering Consultants, Inc. 14 Area Land Use Size SF Daily Traffic Volume AM Peak Hour Enter Exit PM Peak Hour Enter Exit A Hospital 71,000 2,257 63 23 19 58 A Clinic 71,000 1,898 53 20 16 48 B High Turnover Rest. 7,000 609 29 26 22 15 B Hotel 100 Rms 700 34 22 32 29 B High Turnover Rest 7,000 609 29 26 22 15 B High Turnover Rest 7,000 609 29 26 22 15 B Pharmacy /Drugstore 20,000 1,131 26 20 44 46 B Day Care Center 200 Std. 768 73 65 69 77 B Specialty Retail 20,000 691 6 6 19 26 B Med. /Dental Office 375,000 12,852 456 114 235 638 C Apartments 202 DU 1,143 14 74 73 36 F Convenience Market 3,500 956 30 30 34 34 F Med. /Dental Office 22,000 650 30 38 19 52 TOTAL 24,873 865 454 622 1,083 Table 2. Adjusted Trip Generation Estimates - Scott & White Hospital Proposed Development WHM Transportation Engineering Consultants, Inc. 15 Table 3. Forecast Directional Distribution of Site Oriented Traffic Direction AM Peak PM Peak % % ,% % Entering Exiting Entering Exiting North on IH 35 20 35 25 20 South onrH35 20 20 20 30 East on Chandler Road 5 5 10 5 West on Chandler Road 35 40 35 South on Oakmont Drive 5 0 0 5 South on Sunrise Road 5 5 5 5 Analysis Assumptions The traffic impact analysis process involves the use of primary data and engineering judgment on transferable parameters. Specifically, engineering judgment is required for estimation of background traffic growth and transit trip reductions, both of which are further described below. llackgr.gumiluffi Background traffic volumes were determined based on an annual growth rates on area roadways considering proposed projects in the area. Fifty percent of the Stonewater development was assumed to be constructed at buildout of the Scott & White property. Pam ao ira • Studies have shown that retail land uses will capture from 20 to 60 percent of their traffic as pass -by trips, depending upon their size (Ref. 5). It is well documented that many other land uses also experience significant pass -by trip capture, such as fast food restaurants. The amount of trip reduction that each tract may attribute to the pass -by phenomenon will depend directly on the type of land use which is developed. Appropriate pass by reductions have been taken for retail- related land uses within the development. WHM Transportation Engineering Consultants, Inc 16 Internal Capture Once the total buiidout of proposed land uses occurs, there will be interaction among the uses within this development. Internal capture is accounted for in two ways. First, to account for internal capture among similar retail land uses in adjacent areas, the sizes may be combined during the trip generation process. Because the equations used in trip generation estimations are logarithmic, the number of trips generated by a site does not increase in direct proportion to an increase in the square footage of a development. By combining retail projects in close proximity to each other, a lower number of trips will be estimated, thereby taking into account the internal capture factor. The second way to account for internal capture is to reduce the expected number of trips directly by some percentage which reflects expected multipurpose trip- making among different types of land uses which are in dose proximity. However, as with pass -by trip reductions, internal capture depends on the type and quantity of land uses. There will be much interaction among the medical- related land uses as well as support uses such as restaurants and hotels. Therefore, an internal capture reduction of 15 percent has been assumed for the analysis, with the exception of Area F for which a 5 percent reduction was taken. Intersection Analysis The total 2007 traffic demand will be the sum of traffic generated by this proposed development, traffic generated by other development projects, and changes in existing Figure 5 summarizes arizes projected AM and PM peak hour site traffic volumes area intersections. Buildout year AM and PM peak hour traffic volumes, including both site and background traffic, at study area intersections are presented in Figure 6. Recommended lane use and level of service analysis results are summarized in Figure 7. WHM Transportation Engineering Consultants, Inc. 17 369/249 0/0 — 159/379 91/325 Chandler Rd. 190/939 _f" 373/255 y 66/97 f 100 306 �i� 42/57 • — 750/704 316 6 Tic 75 t 1 3571969 0 6 93 o 00 mod' 36 ur TOT 613 r f 1 f r � I I 69135 2 30 7 Site Boundary (Conceptual) Internal Roadway / 1 75 TIT i5 11311 / 6l6 �( 1 1 1 1 1 NORTH / 1 / 1 / 1 / 1 10 1 • 1 • 1-0 f a 0 N ot,_ur' n1 1�� 91165 010 33/5 FIGURE 5 1 SITE TRAFFIC a a E. 5 694 247 396 veway A SCOTT ;&. WHITE SITE -Fg = Peak Hour Volume NOT TO SCALE 905/935.-0. 594/754 �— 371 /1225 307/709 Chandler Rd. 506/673 501 /531 — NrItre 3L 106 355 672 109 35 906!1 93 4 / 65 r6 • 139/9 66l/� t9}It 1 eqr 71/56 T 671/56 16 36 9 Site Boundary (Conceptual) Internal Roadway NMI 56/65 r 4541 499/5 +► 45/2 CJ 1 NORTH / / 1 0 FIGURE 6 SITE + FORECASTED TRAFFIC 7 Nitre Chandler RdJ 0 O Nitre A R- Site Boundary (Conceptual) Internal Roadway Nire r 1 NORTH FIGURE 7 SITE + FORECASTED LEVELS OF SERVICE Nitr DRIVEWAY SPACING ON ADTACENT ROADWAYS The Scott & White Hospital site will be developed along the IH 35 East Frontage Road and Chandler Road. In order to provide for safe and efficient traffic operations in and around the Scott & White site, a comprehensive internal roadway network will be constructed as part of site development. With the high level of activity on roadways surrounding the site, it is desirable to move traffic from adjacent roadways into the site as efficiently as possible. The following recommendations have been developed for driveway locations along IH 35 and Chandler Road. As is always the case, driveways should be spaced as far apart as possible. They should be limited to two on the IH 35 East Frontage Road and four on Chandler Road, as shown in Figure 2. Driveway D should align with Oakmont Drive and a traffic signal should be installed when warranted. Driveway F is located 450 feet east of Cypress Boulevard and 350 feet west of Sunrise Road. It is not feasible to align this driveway with Cypress Boulevard due to an existing drainage easement. Therefore, the driveway has been located between Cypress Boulevard and Sunrise Road to provide the most efficient driveway spacing. WHM Transportation Engineering Consultants, Inc. 21 ROADWAY CROSS SECTIONS A well - developed internal circulation network will provide efficient access into and out of the site. The conceptual proposed roadway network, which will provide for internal circulation among land uses, was shown in Figure 2. The developer plans to construct the internal ring road with a four lane divided section. Driveway connections accessing the ring road are proposed to have a 48 foot pavement width to provide two travel lanes in each direction. The approach to the ring road may be flared to add an additional left or right turn lane if required. This cross- section is appropriate since the majority of access points within the Scott & White site will be located off of the ring road. Analyses of driveway intersections with adjacent roadways indicate sufficient queuing distance is provided at each boundary intersection. A minim of 200 feet of queuing distance is required to accommodate traffic exiting the site. Patterns of egress and ingress were examined to determine the projected demand on each internal roadway. From there, it was determined that these proposed cross- sections, as shown in Figures 8 and 9, are sufficient to handle the demand. WHM Transportation Engineering Consultants, Inc. 22 a g `2.0 24.0' C 24.0' FIGURE 8 TYPICAL STREET SECTION RING ROAD N.I.S. i 12.0 24.0' 24.0' 1 FIGURE 9 TYPICAL STREET SECTION DRIVEWAY ACCESS ROADWAYS SUMMARY AND RECOMMENDATIONS The preceding analyses have illustrated the effects of site generated and forecasted traffic demand upon the street and roadway network adjacent to and in the vicinity of the project site. Generated traffic volumes were developed in a conservative scenario and assuming the hospital and clinic portion of the site is completed in 2007. Based on the analysis of existing and projected conditions and in order to provide the safest and most effective movement into and out of the site, the following recommendations were developed. The following comments and recommendations are provided for this project: 1. A right turn lane should be constructed on the westbound approach of the east frontage road at 5135 and Chandler Road to accommodate full buildout of the project. An analysis of buildout of the first phase, which indudes the hospital and clinic, indicates that this recommendation is not needed for that phase. Recommended lane uses are as follows: a right turn lane, and two through lanes. 2. A right turn lane should be constructed on the northbound approach of the east frontage road at 1H35 and Chandle Road to accommodate full buildout of the project. An analysis of buildout of the first phase, which includes the hospital and clinic, indicates that this recommendation is not needed for that phase. Recommended lane uses are as follows: a left turn lane, a left turn /through lane, and a right turn lane 3. The proposed four -way intersection at Oakmont Drive /Driveway D and Chandler Road should be signalized, in order to accommodate future traffic. The site driveway should be aligned with Oakmont Drive and constructed with two outbound lanes so as to separate left turn /through movements and right turns. 7. The proposed internal roadway to be built as a four lane section with a median (2 24') will be adequate to serve site traffic. WHM Transportation Engineering Consultants, Inc. 25 8. Driveway F is located 450 feet east of Cypress Boulevard and 350 feet west of Sunrise Road. It is not feasible to align this driveway with Cypress Boulevard due to an existing drainage easement Therefore, the driveway has been located between Cypress Boulevard and Sunrise Road to provide the most efficient driveway spacing. 9. A minimum of 200 feet of queue storage for vehicles exiting the site is required. WHM Transportation Engineering Consultants, Inc. 26 REFERENCES 1. "Highway Capacity Software," United States Department of Transportation, Federal Highway Administration, January 1995. 2. ii hway Capacity Manual (SR 209) Transportation Research Board, Washington, D.C., 1994. 3. PASSER III - 90 Texas Transportation Institute, Texas A&M University, College Station, Texas, March 1991. 4. Buttke, Carl H., 'Trip Generation," Microtrans Corporation, Portland, Oregon, 1997. 5y Trip C 6th Edition, Institute of Transportation Engineers, Washington, D.C., 1997. W11M Transportation Engineering Consultants, Inc 27 Date: September 2,1999 Subject: City Council Meeting - September 9,1999 Item: 9.B.3. Consider an ordinance to rezone 40.92 acres out of the Ephraim Evans Survey, A -212 from 14 (Industrial) and 58.67 acres out of the Ephraim Evans Survey, A -212 from 1 -2 (Industrial Park) to Planned Linit Development No. 37 (PUD No. 37). (Scott and White) (First Reading) This 99.5900 -acre tract is proposed for medical clinic and hospital- related uses, commercial uses, and multifamily. The PUD ordinance amends the General Plan to reflect the provisions of the PUD Agreement and Development Plan. On September 1, 1999 the Planning and Zoning Commission held a public hearing regarding the zoning of this tract. Applicant: Scott and White Hospital. Agent: Stendebach and Associates. Staff Resource Person: Joe Vining, Planning Director. Scott and White Addition Rezone from 1 -1 and 1 -2 to PUD THE STATE OF TEXAS COUNTY OF WILLIAMSON CITY OF ROUND ROCK I, CHRISTINE MARTINEZ, Assistant 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 and that the above and foregoing is a true and correct copy of Ordinance No. Z -99- 09-09-9B3 which was passed and adopted by the City Council of the City of Round Rock, Texas, at a meetings held on the 9th day of September 1999 as recorded in the minutes of the City of Round Rock in Book 41 Pages 227 -228. CERTIFIED by my hand and seal of the City of Round Rock, Texas on this 24th day of November 1999. 199979645 60. s CHRISTINE MARTINEZ, Assistant City Secretary ORDINANCE NO. Z 19- 09-09 - /3 3 AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF ROUND ROCK, TEXAS ADOPTED IN SECTION 11.305(2), CODE OF ORDINANCES (1995 EDITION), CITY OF ROUND ROCK, TEXAS, AND MAKING THIS AMENDMENT A PART OF THE SAID OFFICIAL ZONING MAP, TO WIT: TO RE -ZONE 99.59 ACRES OF LAND IN ROUND ROCK, WILLIAMSON COUNTY, TEXAS PLANNED UNIT DEVELOPMENT (PUD) NO. 3 7. WHEREAS, an application has been made to the City Council of the City of Round Rock, Texas to amend the Official Zoning Map to zone the property described in Exhibit "A" as Planned Unit Development (PUD) No. 37, said exhibit being attached hereto and incorporated herein, and WHEREAS, the City Council has submitted the requested change in the Official Zoning Map to the Planning and Zoning Commission for its recommendation and report, and WHEREAS, the Planning and Zoning Commission held a public hearing concerning the requested change on the 1st day of September, 1999, following lawful publication of the notice of said public hearing, and WHEREAS, after considering the public testimony received at such hearing, the Planning and Zoning Commission has recommended that the Official Zoning Map be amended so that the zoning classification of the property described in Exhibit "A" be changed to PUD No.37, and K: \" POOLS \OADINANC \09090933 .HP➢ /cdc WHEREAS, on the 9th day of September, 1999, after proper notification, the City Council held a public hearing on the requested amendment, and WHEREAS, the City Council determines that the zoning provided for herein promotes the health, safety, morals and protects and preserves the 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 (1995 Edition), City of Round Rock, Texas concerning public notices, hearings, and other procedural matters has been fully complied with, Now Therefore BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, THAT: That the City Council has hereby determined the Planned Unit Development (PUD) No.37 meets the following goals and objectives: (1) The development in PUD No.37 is equal to or superior to development that would occur under the standard ordinance requirements. (2) P.U.D. No. 37 is in harmony with the general purposes, goals, objectives and standards of the General Plan. (3) P.U.D. No. 37 does not have an undue adverse effect upon adjacent property, the character of the neighborhood, traffic conditions, parking, utilities or any other matters affecting the public health, safety and general welfare. 2. (4) P.U.D. No. 37 will be adequately provisioned by essential public facilities and services including streets, parking, drainage, water, wastewater facilities, and other necessary utilities. (5) P.U.D. No. 37 will be constructed, arranged and maintained so as not to dominate, by scale and massing of structures, the immediate neighboring properties or interfere with their development or use in accordance with any existing zoning district. II. That the Official Zoning Map adopted in Section 11.305(2), Code of Ordinances (1995 Edition), City of Round Rock, Texas, is hereby amended so that the zoning classification of the property described in Exhibit "A ", attached hereto and incorporated herein shall be, and is hereafter designated as Planned Unit Development (PUD) No. 37, and that the Mayor is hereby authorized and directed to enter into the Agreement and Development Plan for PUD No. 37 attached hereto as Exhibit "S ", which agreement shall govern the development and use of said property. 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. 3. 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 I day 4LINL It 4 +A Alternative 2. READ and APPROVED on first reading this the day of , 1999. READ, APPROVED and ADOPTED on second reading this the day of , 1999. ATTEST: 1999. E LAND, City Secretary IP R0= 'T A. STLUKA, R., Mayor 4. AL, City of Round Rock, Texas Pad: I of: 99.59 Acres EXHIBIT "A" DESCRIPTION FOR A 99.59 ACRE TRACT OF LAND SITUATED IN THE E. EVANS SURVEY ABSTRACT NO. 212, IN WILLIAMSON COUNTY, TEXAS, BEING ALL OF THE 74.590 ACRES OF LAND CONVEYED TO SCOTT AND WHITE MEMORIAL HOSPITAL BY INSTRUMENT RECORDED AS DOCUMENT NO. 9733254, OF THE OFFICIAL RECORDS OF SAID COUNTY, AND ALL OF LOT ONE, BLOCK A, FIRST LIMITED ADDITION, RECORDED IN CAB1:�li ET 0, SLIDES 22 & 23 OF THE PLAT RECORDS OF SAID COUNTY, SAID LOT 1 HAVING BEEN CONVEYED TO SCOTT AND WHITE MEMORIAL HOSPITAL BY INSTRUMENT RECORDED AS DOCUMENT NO. 9700732 OF SAID OFFICIAL RECORDS, SAID 99.59 ACRE TRACT BEING ALSO A PORTION OF A 100.01 ACRE TRACT AS PREVIOUSLY CONVEYED TO FIRST U LIMITED BY INSTRUMENT RECORDED IN VOLUME 2337, PAGE 661, OF SAID OFFICIAL RECORDS, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING for reference on an "X" cut in concrete found on a point being the intersection point of the northerly right -of -way Iine of Chandler Road also known as County Road No. 114 (80 foot right -of -way) as conveyed by instrument recorded in Volume 785, Page 877 of the Deed Records of said County and the easterly right -of -way line of Interstate }liighway No. 35, same being the southwesterly corner of said 100.01 acre tract, thence departing the northerly right -of - -way line of said Chandler Road, with the easterly right -of -way line of Interstate Highway No. 35, same being the westerly boundary line of said 100.01 acre tract, N 22° 56' 00" W a distance of 20.01 feet to an iron rod set on the southwesterly corner of said Lot 1, same being the southwesterly corner and POINT OF BEGINNING hereof; THENCE continuing with the easterly right -of -way line of Interstate Highway No. 35, same being the westerly boundary fine of said 100.01 acre tract, same being in part with the westerly boundary line of said Lot 1, the following three (3) courses and distances: 1) N 22° 56' 00" W for a distance of 330.27 feet to a concrete highway monument found on a point of curvature; 2) with the arc of a curve to the right having a radius of 1095.90 feet, an arc distance of 398.93 feet, an internal angle of 20° 51' 24 ", and a chord which bears N 12° 27' 19" W for a distance of 396.73 feet, to a concrete highway monument found on a point of non - tangency; 3) N 02° 05' 44" W for a distance of 627.61 feet to an iron rod found on the northwesterly corner of said 100.01 acre tract, same being a southwesterly corner of a 200.088 acre tract of land as described by instrument recorded in Volume 2238, Page 598, of said Official Records, same being the northwesterly corner hereof; ra °'2 of 2 99.59 .Acres THENCE departing the easterly right -of -way line of said Interstate Highway No. 35, with a southerly boundary line of said 200.088 acre tract of land, same being the northerly boundary line of said 100.01 acre tract, N 69° 16' 01" E for a distance of 3124.13 feet to an iron rod found an the northeasterly corner of said 100.01 acre tract, same being the northeasterly corner hereof; THENCE with a westerly boundar line of said 200.088 acre tract, same being the easterly boundary line of said 100.01 acre tract the following two (2) courses and distances: 1) S 16° 38' 34" E for a distance of 965.75 feet, to an iron rod found on an angle point hereof; 2) S 16° 35' 41" E for a distance of375.40 feet, to an iron rod found on a southwesterly corner of said 200.088 acre tract, being also the southeasterly corner of said 100.01 acre tact, same being a point in the northerly right -of -way of said Chandler Road, being the southeasterly comer hereof; THENCE with the northerly right-of-way line of said Chandler Road, S 69° 16' 26" W for a distance of 2339.09 feet to a cotton gin spindle set on the southeasterly corner of a 0.42 acre right -of -way dedication tract as recorded in Cabinet 0, Slides 22 -23 of said Plat Records, being an angle point hereof; THENCE continuing with the northerly right -of -way line of said Chandler Road, with the east boundary line of said 0.42 acre tract, N 20° 43' 34" W for a distance of 20.00 feet to an iron rod set on the northeasterly corner of said 0.42 acre tract, same being the southeasterly comer of said Lot 1, being an angle point hereof; THENCE with the northerly boundary line of said 0.42 acre tract, being also the northerly right -of -way line of Chandler Road, same being the southerly boundary line of said Lot 1, S 69° 16' 26" W for a distance of 934.08 feet to the POINT OF BEGINNING hereof and containing 99.59 acres of land. Surveyed and the direct supervision of the undersigned: i Cecil Jac • Chisholm Registere, rofessional Land Surveyor No. 4295 B AKER - AICKLEN & ASSOCIATES, INC. 203 E. Main Street, Suite 201 Round Rock Texas 78664 (512) 24.4 -9620 Job No.: 850- 702 -24 File Name: M: IMARGIE18507021Iv1B.doc Dated 1201m EXHIBIT B There are no fienhotders of record. THE STATE OF TEXAS COUNTY OF WILLIAMSON EXHIBIT "B" AGREEMENT AND DEVELOPMENT PLAN FOR SCOTT & WHITE TRACT, PUD NO. 37 THIS AGREEMENT and Development Plan is made and entered by and between the City of Round Rock, Texas, a Texas municipal corporation, having its offices at 221 East Main Street, Round Rock, Texas 78664 (hereinafter referred to as the "City"), and Scott and White Memorial Hospital, and Scott Sherwood and Brindley Foundation (hereinafter referred to as the "Owner "). WHEREAS, the Owner has submitted a request to the City to rezone approximately 99.59 acres of land as a Planned Unit Development ("PUD "), said acreage being more particularly described by metes and bounds in Exhibit "A" attached hereto and made a part hereof (hereinafter referred to as the "Property"), and WHEREAS, pursuant to Chapter 11, Section 11.316(8), Code of Ordinances (1995 Edition), City of Round Rock, Texas, the Owner has submitted a Development Plan setting forth, the development conditions and requirements within the PUD, which Development Plan is contained in Section II of this Agreement; and WHEREAS, on September 1, 1999, the City's Planning and Zoning Commission recommended approval of the Owner's application for a PUD. NOW THEREFORE BY THIS AGREEMENT WITNESSETH that, in consideration of the covenants and conditions set forth herein, the City and the Owner agree as follows: GENERAL PROVISIONS 1. CONFORMITY WITH DEVELOPMENT PLAN That all uses and development within the Property shall conform to the Development Plan included in Section II herein. 2. CHANGES AND MODIFICATIONS No changes or modifications will be made to this Agreement or the Development Plan unless all provisions pertaining to changes or modifications as stated in Section II.15 below are followed. C.1TEXTSEPUDSSCOT1WHT I324FU- I.WPWWc 3. ZONING VIOLATION The Owner understands that any person, firm, corporation or other entity violating any conditions or terms of the Development Plan shall be subject to any and all penalties for the violation of any zoning ordinance as stated in Section 1.601, Code of Ordinances, (1995 Edition), City of Round Rock, Texas, as amended. 4. LIENHOLDER CONSENT That the lienholder of record has consented to this Agreement and Development Plan, including any and all dedications to the public. A lienholder consent is attached hereto and incorporated herein as Exhibit "B ". 5. MISCELLANEOUS PROVISIONS 5.1 Assignment Neither party may assign its rights and obligations under this Agreement without having first obtained the prior written consent of the other which consent shall not be unreasonably withheld. This section shall not prevent the Owner from selling the Property or portions of the Property, together with all development rights and obligations contained in this Agreement and Development Plan. 5.2 Necessary Documents and Actions Each party agrees to execute and deliver all such other and further instruments and undertake such actions as are or may become necessary or convenient to effectuate the purposes and intent of this Agreement. 5.3 Severabilitv In case one or more provisions contained herein are deemed invalid, illegal or unenforceable in any respect such invalidity, illegality or unenforceability shall not affect any other provisions hereof and in such event, this agreement shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 5.4 Entire Agreement This Agreement constitutes the entire agreement of the parties and supersedes any prior or contemporaneous oral or written understandings or representations of the parties respecting the subject matter hereof. 2. 5.5 Applicable Law 5.6 Venue All obligations of the parties created hereunder are performable in Williamson County, Texas and venue for any action arising hereunder shall be in Williamson County. 5.7 No Third Party Beneficiaries Nothing in this Agreement, express or implied, is intended to confer upon any person or entity, other than the parties hereto (and their respective successors and assigns), any rights, benefits or remedies under or by reason of this Agreement. 5.8 Duplicate Originals This Agreement may be executed in duplicate original, each of equal dignity. 5.9 Notices This Agreement shall be construed under and in accordance with the laws of the State of Texas. Until changed by written notice thereof any notice required under this Agreement may be given to the respective parties, by certified mail, postage prepaid or by hand delivery to the address of the other party shown below: OWNER CITY OF ROUND ROCK Scott & White Hospital 2401 South 31st Street Temple, Texas 76508 Attn: Dr. John Roberts 5.10 Effective Date. City of Round Rock, Texas 221 East Main Street Round Rock, Texas 78664 Attn.: Director of Planning This Agreement shall be effective from and after the date of due execution hereof by all parties. 3. 5.11 Appeal of Administrative Decisions Administrative decisions provided for in this Agreement may be appealed to the City Council in writing within 90 days following receipt by the Owner of the written confirmation of the decision. 5.12 Binding Effect 1. DEFINITIONS 2. PROPERTY 3. PURPOSE This Agreement and the Development Plan binds and benefits the Owner and its successors and assigns. II. DEVELOPMENT PLAN 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, hereinafter referred to as "the Code ". This Development Plan ( "Plan") covers approximately 99.59 acres of land, located within the city limits of Round Rock, Texas, and more particularly described by metes and bounds in Exhibit "A ", attached hereto. The purpose of this Plan is to insure a Planned Unit Development ( "PUD ") that 1) is equal to or superior to development that would occur under the standard ordinance requirements, 2) is in harmony with the General Plan, as amended, 3) 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, 4) is adequately provisioned by essential public facilities and services, and 5) 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 and subdivision by this Plan. All aspects not specifically covered by this Plan shall be regulated by applicable sections of the Code. 4. 4.2 Other Ordinances 5. USES 5.1 Eerrited 7. BUILDINGS All other Ordinances within the Code shall apply to the Property, except as clearly modified by this Plan. 4.3 Traffic Impact Analysis Development of the Property, including intensity, shall comply with the recommendations and improvements outlined in the Traffic Impact Analysis prepared by WHM Transportation Engineering Consultants, Inc., dated July 14, 1999, attached hereto as Exhibt "E'. Minor modifications may be made with the Director of Public Works. Increase in development intensity which results in an increase in traffic shall be considered a major revision and will require City Council approval by PUD amendment. The Property shall be used and developed for the uses listed in Exhibit "D ", attached hereto and incorporated herein. 5.2 Prohibited The following uses are prohibited within the Property: automotive and machinery repair, including oil change facilities, automotive and machinery painting, automotive rental and sales, automotive washes, wrecking yards, sexually oriented businesses, transmission and communication towers, trucking terminals, truck repair, bulk distribution centers, mini - warehouses, flea markets, portable building sales, amusement parks or carnivals, campgrounds, outdoor shooting ranges, and kennels, video arcades, taverns and bars, billiard parlors, tattoo parlors and donation centers. 6. DEVELOPMENT STANDARDS The Property shall be developed in accordance with the Development Standards set forth in Exhibit "D ", attached hereto and incorporated herein. Building size, dimension, height and setbacks for all parcels shall be as modified in Exhibit "D ", attached hereto, as applicable to each parcel and its designated use. 5. 8. LANDSCAPING and BUFFERING Landscaping and buffering shall be as modified in Exhibit "D ", attached hereto, as applicable to each parcel and its designated use. 9. UNDERGROUND UTILITY SERVICE Except where approved in writing by the Director of Public Works, all electrical,telephone and cablevision distribution and service lines, other than overhead lines, which are, three phase or larger, shall be placed underground. 10. PRIVATE LOOP STREET & ACCESS TO PUBLIC STREETS 10.1 PRIVATE LOOP STREET 10.1.1 The development on the Property shall provide intemal access to various buildings from a private loop street as generally shown on Exhibit C. The private loop street shall be constructed to provide a dual 24-foot cross section, measured from lip of curb to lip of curb, divided by a 10 foot landscaped median. A minimum of 20% of the median area shall be landscaped. All trees that are planted as part of median landscaping shall have a minimum caliper size of two (2 ") inches. 10.1.2 The construction of the Private Loop Street shall be phased with the development of the property. The phasing of construction shall include the following street improvements identified in the Traffic Impact Analysis: a. A right turn lane shall be constructed on the westbound portion of Chandler Road, east of its intersection with the northbound IH 35 frontage road, as approved by the City's Public Works Department. This shall be constructed when the building permit for the building which exceeds a cumulative total of 400,000 square feet is issued and shall be completed prior to the issuance of a certificate of occupancy for the such building. b. A traffic signal, in compliance with state standards, shall be installed at the intersection of Oakmont Drive and Driveway D with Chandler Road. This shall be constructed when the building permit for the building which exceeds a cumulative total of 400,000 square feet is issued and shall be completed prior to the issuance of a certificate of occupancy for the such building. 6. 10.1.3 All City construction standards for streets shall apply to the private loop street and the connections to public streets. 10.2 ACCESS TO PUBLIC STREETS The Private Loop Street shall access public streets as follows: 10.2.1 Two Site Driveways shall be permitted to IH 35, as generally shown on Exhibit "C" and figure 2 in the TIA attached hereto as Exhibit "E ". These driveways will require approval by TxDOT. 10.2.2 Four Site Driveways shall be permitted to Chandler Road, as generally shown on Exhibit "C ". 10.2.3 Site Driveways "B and C" identified in figure 2 of the TIA, attached hereto as Exhibit "E ", shall be located a minimum of 300 feet from the intersection of Chandler Road and the northbound IH 35 frontage road. 10.2.4 Site Driveway "D" identified in figure 2 of the TIA, attached hereto as Exhibit "E ", shall be located to form a cross intersection with Oakmont Drive. 10.2.5 All other Site Driveways shall maintain a minimum separation of 200 feet from any other Site Driveway or existing city street. 10.2.6 A minimum distance of 200 feet shall be maintained between the boundary of the site and the Private Loop Street identified on Exhibit "C" and figure 2 in the TIA. 10.2.7 The portions of Site Driveways A, B, C, D, E and F between the Private Loop Street and Public Streets as shown in figure 2 of the TIA, attached hereto as Exhibit "E" shall be constructed to provide a dual 24 foot cross section, measured from lip of curb to lip of curb, divided by a 20 foot landscaped median, and shall connect the Private Loop Street directly to Chandler Road or the northbound IH 35 frontage road. A minimum of 20% of the median area shall be landscaped. All trees which are planted as part of median landscaping shall have a minimum caliper size of 2 inches. 10.2.8 All City construction standards for streets, other than the cross section, shall apply to the portions of Site Driveways between the Private Loop Street and the Public Street as shown in figure 2 of the TIA attached hereto as Exhibit "E ". 7. 11. PHASING 12. SIGNS 10.3 ADDITIONAL PRIVATE INTERNAL STREETS Additional private internal streets may be constructed, at the developer's • option, provided they do not result in any additional direct access to IH 35 or Chandler Road. The spacing of intersections shall comply with the requirements outlined in the Traffic Impact Analysis, attached hereto as Exhibit "E ". 10.4 PRIVATE DRIVEWAYS Private driveways which provide access to a single building, including the private driveways which will provide access to the hospital that are located inside of the private loop street shown in figure 2 of the TIA, shall be constructed to commercial driveway standards and do not form part of the system of intemal private streets. 11.1 The development of the Property may be phased at the developer's option. 11.2 Each phase of development shall include the adjacent access drive and the portion of Development Area "E" (the 75 foot landscape strip) as generally shown on Exhibit "C -1" that borders the phased development. 11.3 No building permits shall be issued within Development Areas "A" and "D ", as shown in Exhibit "C -1 ", until the access driveways shown on Exhibit "C" as A, B, and C, and the private loop road connecting said driveways, are fully constructed. 11.4 No building permits shall be issued within Development Areas "B" and "C ", as shown in Exhibit "C -1 ", until the access driveways shown on Exhibit "C" as D and E, and the private loop road connecting said driveways, are fully constructed. 11.5 No building permits shall be issued within Development Area "F" as shown on Exhibit "C -1" until the access driveway shown on Exhibit "C" is fully constructed. The sign requirements of the Code are amended to permit the following signs: 12.1. A monument sign of twenty (20) square feet shall be permitted for each building. 8. 12.2 Normal directional signage shall be permitted along the private internal street system, identified on Exhibit "C ". 12.3 A monument sign of 60 square feet, identifying Scott & White, shall be permitted on the southwest corner of the Property. The precise location and specifications for this sign shall be submitted to the Director of Planning and Community Development for approval. 12.4 A Building Sign identifying Scott & White shall be permitted on the hospital / clinic building. The precise specifications for the sign shall be submitted to the Director of Planning and Community Development for approval. 12.5 The size of all monument signs shall be defined as the area contained within a polygon containing the actual lettering and any logo. Portions of the masonry structure that the sign is located, outside the defined polygon, shall not be counted as part of the sign. 12.6 All monument signs shall be restricted to five (5) feet in height. 12.7 All signs shall be located so as not to restrict visibility for traffic entering or leaving the Property. 12.8 All monument signs shall comply with Section 11.304 (7) (d) of the Code. 13. CHANGES TO AGREEMENT AND DEVELOPMENT PLAN 13.1 Minor Changes Minor changes to this Agreement or Plan which do not substantially change this Plan may be approved administratively, if approved in writing, by the Director of Public Works, and the Director of Planning and Community Development. 13.2 Major Changes Major changes shall be resubmitted following the same procedure required by the original PUD application. memorial CITY OF ROUND ROCK, TEXAS SCOTT and WHITE/HOSPITAL, and SCOTT SHERWOOD and BRINDLEY FOUNDATION By. i /r, / %. By: v� ��C9ae 1 cam/ R A. Stluka, Jr., Ma r r. John Roberts, President Date: rn'..tic"2 4 � /999 Date: 2. {. OrIC S \ 9. •1 SITE DRIVEWAY ACCESS TO PUBLIC STREETS A, B, C, D, E 8 F �. 41 te ` '• � 't / 1 •� Igo ess INN I mu , vie 0 01 0 • - --- - ". -" -- -- • ■ • C - yyy�f a wo to "0 EXHIBIT "C" "SCOTT AND WHITE ADDITION" PRIVATE LOOP STREET & ACCESS TO PUBLIC STREET BaltttwAlokl•n .. ..W.� a A..eew.., ro. . i p4dMw./Surv4dn 0.5 ..«.s RV - RECREATIONAL VEHICLE AREA H - HELICOPTER PAD EXHIBIT "C -1" DEVELOPMENT AREAS "SCOTT AND WHITE ADDITION" B* sr- *lokl�n $ •..o. s1.., re. in MOO 1. uEa: c.\1tX SEPU SCOTIWroll324EX- t.wvwc EXHIBIT "D" DEVELOPMENT STANDARDS DEVELOPMENT AREA "A" Medical/ Commercial The Following Development Standards shall apply to all development on portions of the Property, which are generally identified as Development Area "A" on the Land Use Plan attached hereto as Exhibit "C -1 ". The following principal uses are permitted: 1. Medical or Dental Clinics 2. Offices 3. Hospital 4. Extended care facilities 5. Nursing homes 6. Medical supply retail uses 7. Medical supply rental uses 8. Drug store /pharmacy 9. Medical research facilities 10. Educational facilities 11. Assisted Living facilities 12. Rehabilitation Center 13. Helicopter landing pad, with the following conditions: a. The landing pad is for hospital use only. b. The landing pad shall be located at the location identified with the letter "H" on the Land Use Plan (Exhibit "C-1"). c. The landing pad shall be located in close proximity of the hospital emergency entrance. d. Helicopter maintenance facility. 14. Recreational Vehicle pads, with the following conditions: a. A maximum of 12 Recreational Vehicles (RV) shall be permitted. b. All RV pads shall be restricted to accommodate families and friends of Scott & White patients. The Owner shall be responsible for enforcement of this restriction. c. All RV pad sites shall be screened from view of abutting properties. d. All pads shall be located at the location identified with the letters "RV" on the Land Use Plan attached hereto as Exhibit "C -1 ". e. Plans shall be approved by the Development Review Commission to ensure compliance. 15. Personal services 10. 16. Gift shops 17. Florist 18. Convenience store 19. Restaurants 20. Bank or Credit Union 21. Day Care and Senior Care facilities 22. Health Club 23. Laundry 24. Book store 2. DESIGN STANDARDS: 2.1 HEIGHT 2.1.1 The maximum allowable height of buildings containing the Hospital and/or Clinic shall be seven (7) stories or ninety (90') feet. 2.1.2 The maximum allowable height of buildings other than those which contain the Hospital and/or Clinic shall be a maximum of three (3) stories or forty-five (45') feet. 2.2 BUILDING SETBACK REQUIREMENTS Minimum setback for buildings shall be twenty-five (25') feet from internal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". No setback is required from private driveways, which provide access to a single building. A minimum separation of twenty feet (20') between buildings shall be provided. 2.3 LANDSCAPE REQUIREMENTS 2.3.1 Except as stated below, all landscaping shall be regulated by applicable sections of the Code. 2.3.2 The street yard landscape requirements shall be met by providing a seventy-five (75') -foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. All parking lots shall be designed to preserve "protected trees" as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 11. 3.0 SERVICE AREAS: 2.3.3 All parking areas shall provide a minimum of ninety (90) square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum 2 -inch caliper size, planted no more than 60 feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 2.4 EXTERIOR LIGHTING 2.4.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.4.2 All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. Light standards shall be metal poles. 3.1 TRASH STORAGE Refuse storage enclosures are required for all developments. Enclosures must be of sufficient height to completely screen all refuse containers and must be provided with gates, so as to provide screening of views from adjacent lots and public rights -of -way. All enclosures must be constructed of permanent materials (concrete, masonry, wood, steel, etc., but not chain link). Refuse storage areas must be designed to contain all refuse generated on -site between collections. 3.2 ROOF MOUNTED MECHANICAL EQUIPMENT All roof mounted mechanical elements must be screened from view from the public right -of -way. Screening must be compatible with the building design. 3.3 STREET LEVEL MECHANICAL EQUIPMENT All ground- mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building will be screened with landscaping to soften the visual appearance. 12. The following Development Standards shall apply to all development on portions of the Property, which are generally identified as Development Area "B" on the Land Use Plan attached hereto as Exhibit "C -1 ". 1. USES: The following principal uses are permitted: DEVELOPMENT AREA "B" Medical/ Commercial/Residential 1. Medical or Dental Clinics 2. Offices 3. Hospital 4. Extended care facilities 5. Nursing homes 6. Medical supply retail uses 7. Medical supply rental uses 8. Drug store/pharmacy 9. Medical research facilities 10. Educational facilities 11. Assisted Living 12. Rehabilitation Center 13. Assisted care and independent care residential living facilities 14. Hotel, located and designed to complement hospital. Serving families 15. Hospice 16. Apartments and townhouses, at a maximum density not to exceed eighteen (18) units per acre. The cumulative number of apartments and townhouses shall not exceed two hundred two (202) dwelling units within the entire PUD. 17. Personal services 18. Gift shops 19. Florist 20. Convenience store 21. Restaurants 22. Ambulance service and maintenance 23. Bank or Credit Union 24. Day Care and Senior Care facilities 25. Health Club 26. Laundry 27. Book store 13. 2. DESIGN STANDARDS: 2.1 HEIGHT 2.1.1 The maximum allowable height of buildings containing the Hospital and/or Clinic shall be seven (7) stories or ninety (90') feet. 2.1.2 The maximum allowable height of buildings other than those which contain the Hospital and/or Clinic shall be a maximum of three (3) stories or forty- five (45') feet. 2.2 BUILDING SETBACK REQUIREMENTS 2.2.1 Minimum setback for buildings which exceed 3 stories: a. Seventy-five (75') feet from external property lines. b. Twenty-five (25') feet from internal private streets identified on the Conceptual site Plan attached hereto as Exhibit "C ". 2.2.2 Minimum setback for buildings of three (3) stories or less: a. Twenty -five (25') feet from external property lines. b. Twenty-five (25') feet from intemal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". 2.2.3 Minimum setback for all other buildings shall be twenty-five (25') feet from intemal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". 2.2.4 No setback is required for private driveways which provide access to a single building. 2.2.5 A minimum separation of twenty (20') feet between buildings shall be provided. 2.3 MULTI FAMILY DESIGN STANDANDS 2.3.1 Exterior Finish: The exterior finish of all buildings shall be masonry, except for doors, windows and trim. Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank ". Cement based siding shall not comprise more than fifty percent (50 %) of the exterior finish 14. (breezeways and patio or balcony insets are not included in this calculation). 2.3.2 Roofing Materials: Roofing materials shall consist of twenty -five (25) year architectural dimensional shingles, tile or non - reflective metal. 2.3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include off sets, to preclude a box design. 2.3.4 Building Height Variation: Multi - family buildings located within 100 feet of Chandler Creek Road shall be one (1) story, two (2) story or three story / two story split buildings. 2.4 LANDSCAPE REQUIREMENTS 2.4.1 Except as stated below, all landscaping requirements shall be regulated by applicable sections of the Code. The street yard landscape requirements shall be met by providing a seventy-five (75') foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. 2.4.2 All parking lots shall be designed to preserve Protected Trees as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 2.4.3 All parking areas shall provide a minimum of ninety (90) square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum 2 -inch caliper size, planted no more than sixty (60') feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 2.4.4 A twenty-five (25') foot landscaped strip shall be provided abutting external property lines. 15. 2.5 EXTERIOR LIGHTING 2.5.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.5.2 All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. 3. SERVICE AREAS 3.1 TRASH STORAGE Refuse storage enclosures are required for all developments. Enclosures must be of sufficient height to completely screen all refuse containers and must be provided with gates, so as to provide screening of views from adjacent lots and public rights - of -way. All enclosures must be constructed of permanent materials (concrete, masonry, wood, steel, etc., but not chain link). Refuse storage areas must be designed to contain all refuse generated on -site between collections. 3.2 ROOF MOUNTED MECHANICAL EQUIPMENT All roof mounted mechanical elements must be screened from view from the public right -of -way. Screening must be compatible with the building design. 3.3 STREET LEVEL MECHANICAL EQUIPMENT All ground- mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building will be screened with landscaping to soften the visual appearance. 16. DEVELOPMENT AREA "C" Office/Residential The Following Development Standards shall apply to all development on portions of the Property, which are generally identified as Development Area "C " on the Land Use Plan, attached hereto as Exhibit "C -1 ". 1. USES: The following principal uses are permitted: 1. Offices 2. Nursing homes 3. Medical research facilities 4. Educational facilities 5. Assisted Living facilities 6. Assisted care and independent care residential living facilities 7. Hospice 8. Apartments and townhouses, at a density not to exceed eighteen (18) units per acre. The cumulative number of apartments and townhouses shall not exceed two hundred two (202) dwelling units within the entire PUD. The following Secondary uses to primarily serve residents of nursing homes, assisted living and independent living facilities, are permitted, provided they are contained within the building which contains the principal use: 1. Personal services 2. Gift shops. 3. Florist 4. Convenience store 5. Bank or Credit Union 6. Health Club 7. Laundry 2. DESIGN STANDARDS: 2.1 HEIGHT The maximum height of buildings shall be three (3) stories or forty -five (45) feet. 2.2 BUILDING SETBACK REQUIREMENTS 2.2.1 Twenty-five (25') feet from extemal property lines. 2.2.2 Twenty-five (25') feet from internal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". 17. 2.2.3 Minimum setback for buildings shall be twenty-five (25) feet from internal private streets identified on the Conceptual Site Plan attached hereto as Exhibit "C ". No setback is required for private driveways which provide access to a single building. 2.2.4 A minimum separation of twenty (20') feet between buildings shall be provided. 2.3 MULTI FAMILY DESIGN STANDANDS 2.3.1 Exterior Finish: The exterior finish of all buildings shall be masonry, except for doors, windows and trim. Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank ". Cement based siding shall not comprise more than fifty percent (50 %) of the exterior finish (breezeways and patio or balcony insets are not included in this calculation). 2.3.2 Roofing Materials: Roofing materials shall consist of twenty-five (25) year architectural dimensional shingles, tile or non - reflective metal. 2.3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include offsets, to preclude a box design. 2.3.4 Building Height Variation: Multi - family buildings located within 100 feet of Chandler Creek Road shall be one (1) story, two (2) story or three story / two story split buildings. 2.4 LANDSCAPE REQUIREMENTS 2.4.1 Except as stated below, all landscape requirements shall be negotiated by applicable sections of the Code. The street yard landscape requirements shall be met by providing a seventy-five (75') foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. 18. 2.4.2 All parking lots shall be designed to preserve Protected Trees as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 2.4.3 All parking areas shall provide a minimum of ninety (90) square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum two (2 ") inch caliper size, planted no more than 60 feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 2.4.4 A twenty-five (25') foot landscaped strip shall be provided abutting external property lines. 2.5 EXTERIOR LIGHTING 2.5.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.5.2 Parking Lot Fixtures: All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. 3.0 SERVICE AREAS 3.1 TRASH STORAGE Refuse storage enclosures are required for all developments. Enclosures must be of sufficient height to completely screen all refuse containers and must be provided with gates, so as to provide screening of views from adjacent lots and public rights - of -way. All enclosures must be constructed of permanent materials (concrete, masonry, wood, steel, etc., but not chain link). Refuse storage areas must be designed to contain all refuse generated on -site between collections. 3.2 ROOF MOUNTED MECHANICAL EQUIPMENT All roof mounted mechanical elements must be screened from view from the public right -of -way. Screening must be compatible with the building design. 3.3 STREET LEVEL MECHANICAL EQUIPMENT All ground- mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building will be screened with landscaping to soften the visual appearance. 19. 1. USES: 2. DESIGN STANDARDS 2.1 LANDSCAPE REQUIREMENTS DEVELOPMENT AREA "D" Parking/ Utility Structures The Following Development Standards shall apply to all development on portions of the Property which are generally identified as Development Area "D ", on the land use plan attached hereto as Exhibit "C -1 ". The following principal uses are permitted: I. Parking 2. Landscaping and landscape water features, which may include stormwater detention, filtration and sedimentation facilities. 3. Utilities and meters required to serve the Property. All parking lots shall be designed to preserve "protected trees ", as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. Except as stated below, the landscape requirements for Development Area "D" shall be as stated in the Code. 2.1.1 The street yard landscape requirements shall be met by providing a seventy-five (75') foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. 2.1.2 All parking lots shall be designed to preserve "protected trees" as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 2.1.3. All parking areas shall provide a minimum of (ninety) 90 square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum two (2 ") inch caliper size, planted no more than sixty (60) feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 20. 2.1.4. A twenty-five (25') foot landscaped strip shall be provided abutting extemal property lines. 2.1.5 An underground automatic irrigation system must be installed in all landscaped areas. 2.2 EXTERIOR LIGHTING 2.2.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.2.2 All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. 3. SERVICE AREAS 3.1 TRASH STORAGE Refuse storage enclosures are required for all developments. Enclosures must be of sufficient height to completely screen all refuse containers and must be provided with gates, so as to provide screening of views from adjacent lots and public rights - of -way. All enclosures must be constructed of permanent materials (concrete, masonry, wood, steel, etc., but not chain link). Refuse storage areas must be designed to contain all refuse generated on -site between collections. 3.2 ROOF MOUNTED MECHANICAL EQUIPMENT All roof mounted mechanical elements must be screened from view from the public right -of -way. Screening must be compatible with the building design. 3.3 STREET LEVEL MECHANICAL EQUIPMENT All ground - mounted service equipment (e.g., air conditioners, transformers, trash collection equipment) related to each building will be screened with landscaping to soften the visual appearance. 21. DEVELOPMENT AREA "E" Landscape Buffer The Following Development Standards shall apply to all development on portions of the Property which are identified as Development Area "E ": 1. PERMITTED USES All areas located within Development Area "E" as shown on the land use plan, attached hereto as Exhibit "C -1 ", except for sidewalks, monument signs, private streets to access public streets and utilities and meters required to serve the Property, shall be used solely for the purpose of landscaping and landscaping water features which may include the detention of storm water. This area consists of a seventy -five (75) foot landscape strip and replaces the street yard landscaping requirement of the Code. Stormwater detention ponds located within area "E" shall be designed to contain permanent water features, which will be part of the Landscape Plan. All Protected Trees, as defined in the Code, shall be preserved except for those which may be required to be removed to accommodate the water feature. 22. The following Development Standards shall apply to all development on portions of the Property which are identified as Development Area "F" on the Land Use Plan attached hereto ac Exhibit "C -1" 1. UTSFS: The following principal uses are permitted: 1. Offices 2. Nursing homes 3. Medical research facilities 4. Educational facilities 5. Assisted Living facilities 6. Assisted care and independent care residential living facilities. 7. Hospice 8. Apartments and townhouses, at a density not to exceed 18 units per acre. The cumulative number of apartments and townhouses shall not exceed two hundred two (202) dwelling units within the entire PUD. 9. All C -2 (Local Commercial uses) identified in the City of Round Rock Code of Ordinances, 1995 edition. The following Secondary uses to primarily serve, residents of nursing homes, assisted living and independent living facilities, are permitted, provided they are contained within the building which contains the principal use: 1. Personal services 2. Gift shops 3. Florist 4. Convenience store 5. Bank or Credit Union 6. Health Club 7. Laundry 2. DESIGN STANDARDS: 2.1 HEIGHT DEVELOPMENT AREA "F" Office/ Residential/Commercial 2.1.1 The maximum height of buildings shall be a maximum of three (3) stories or forty -five (45') feet. 2.2 BUILDING SETBACK REQUIREMENTS 2.2.1 Twenty -five (25') feet from external property lines. 23. 2.2.2 Twenty-five (25') feet from intemal private streets identified on theConceptual Site Plan attached hereto as Exhibit "C ". 2.2.3 No setback is required for private driveways which provide access to a single building. 2.2.4 A minimum separation of twenty (20') feet between buildings shall be provided. 2.2.5 Twenty-five (25') feet from the twenty (20') foot PUE and pipe easement located within Development Area F. 2.3 MULTI FAMILY DESIGN STANDANDS 2.3.1 Exterior Finish: The exterior finish of all buildings shall be masonry, except for doors, windows and trim. Masonry shall mean stone, simulated stone, brick, stucco, or cement based siding such as "Hardi Plank ". Cement based siding shall not comprise more than fifty percent (50 %) of the exterior finish (breezeways and patio or balcony insets are not included in this calculation). 2.3.2 Roofing Materials: Roofing materials shall consist of twenty-five (25) year architectural dimensional shingles, tile or non - reflective metal. 2.3.3 Building Elevations: Any wall in excess of seventy-five (75') feet in length shall include off sets, to preclude a box design. 2.3.4 Building Height Variation: Multi - family buildings located within 100 feet of Chandler Creek Road shall be one (1) story, two (2) story or three story / two story split buildings. 2.4 LANDSCAPE REQUIREMENTS Except as stated below, the landscape requirements for Development Area "F" shall be as stated in the Code. 2.4.1 The street yard landscape requirements shall be met by providing a seventy- five (75') foot landscaped strip in the location identified as area "E" on the Conceptual Site Plan attached hereto as Exhibit "C ". This requirement takes the place of "Street Yard" landscaping requirements in the Code. 24. 2.4.2 All parking lots shall be designed to preserve "protected trees" as defined in the Code, wherever they occupy portions of the parking areas which are not access aisles or driveways. 2.4.3 All parking areas shall provide a minimum of ninety (90) square feet of landscaped area for each twelve parking spaces. These landscaped areas may be provided in the form of landscape strips, islands peninsulas, medians or other landscaped areas. All linear landscaped areas shall include trees, with a minimum two (2") inch caliper size, planted no more than sixty (60) feet apart. All existing trees, which are preserved in parking areas, shall be credited toward these landscape requirements in accordance with credits provided for protected trees in the Code. 2.4.4 A twenty-five (25) foot landscaped strip shall be provided abutting extemal property lines. 2.5 EXTERIOR LIGHTING 2.5.1 All lighting shall be installed to minimize light spillover onto adjacent properties. 2.5.2 All parking lot fixtures shall be hooded or shielded so that light is directed downward to minimize excessive glare and sky glow pollution. 25. SCOTT & WHITE HOSPITAL ROUND ROCK, TEXAS TRAFFIC IMPACT ANALYSIS EXHIBIT E Prepared For Scott & White Hospital Prepared by WHM Transportation Engineering Consultants, Inc. 2717 Rio Grande Street Austin, Texas 78705 Phone: 512 -473 -8343 Fax: 512- 473 -8237 July 1999 ......... 441.% � 1 * •.* • 1 HEIDI RAE WESTERFIELD j /� 4 : 82790 ;�Q; <<�,SSG /STEP NG \t+r TABLE OF CONTENTS Baga Table of Contents List of Figures List of Tables ffl Synopsis 1 Introduction 6 Site and Access Characteristics 6 Existing Thoroughfare System 7 Future Roadway Improvements 7 Traffic Analysis 7 1999 Existing Conditions 8 Signalized Intersections 8 Unsignalized Intersections 8 2007 Forecasted Conditions With Site Generated Traffic 11 Site Generated Traffic 11 Directional Distribution 13 Analysis Assumptions 16 Intersection Analysis 17 Driveway Spacing on Adjacent Roadways 21 Roadway Cross Sections 22 Summary and Recommendations 25 References 27 I_.151C2oLEmu Fi gures Eagt 2 1 Area Location Map ............................................................................................. 4 Scott & White Parcels ..................................................................................... ....... .............................. 5 3 Existing Traffic Volumes .................................................................................................... 9 4 Existing Lane Use and Level of Service .......................................................................... 10 5 Site Traffic Distribution ............................................................................................. 18 6 Site Plus Forecasted Traffic Volumes ..................................................................... ....... ......... 19 7 Site Plus Forecasted Lane Use and Level of Service ...................................................... 20 8 Proposed Internal Roadway Cross-Section (One) .......................................................... 23 9 . proposed Internal Roadway Cross-Section (Two) ......................................................... 24 WI-IM Transportation Engineering Consultants, Inc. LIST OF TABL S Table 1 Trip Generation Estimates — Scott & White Hospital Proposed Development ............. 2 Adjusted Trip Generation Estimates - Scott & White Hospital Proposed Development 3 Forecast Directional Distribution of Site Oriented Traffic WI-IM Transportation Engineering Consultants, Inc. 15 16 SCOTT & WHITE HOSPITAL ROUND ROCK, TEXAS TRAFFIC IMPACT ANALYSIS SYNOPSIS Scott & White Hospital is one part of a Planned Unit Development (PUD) located at the northeast corner of the intersection of IH 35 and Chandler Road (CR 1431) in Round Rock, Texas, as shown in Figure 1. The purpose of the PUD is to provide an integrated development consisting of medical and medical - related facilities combined with complimentary residential and commercial development. For the purposes of this traffic study, the densest combination of possible land uses, given all available information to date, was modeled in order to evaluate area intersections and roadways. However, it should be noted that all information about these land uses including building sizes, anticipated construction schedule, and land use type is strictly provisional at this time. Any combination of the land used listed in the PUD could be developed. The site is bounded by the proposed Stonewater project on the north and east, Chandler Road on the south, and IH 35 on the west. Figure 2 shows a more detailed view of the tract and defines the parcel boundaries within the property. It is anticipated that the project will be completed in phases. Due to the length of time until buildout and an incomplete site plan to date, Scott & White has reserved the right to alter the land uses on the site, while still maintaining set development standards within each parcel area. Descriptions of each potential use per parcel area were developed by Scott & White Hospital and provided to WHM in the form of development standards. These standards are furnished within this report. Land use assumptions were made by WHM from these development standards with final approval obtained from Scott & White HospitaL The traffic - related characteristics of the proposed development activities require evaluation to determine their effect on the adjacent roadway network. An analysis was conducted that evaluated the impact of traffic generated by the project with the findings and recommendations reported herein. g The purpose of the Traffic Impact Analysis (TIA) is to examine the interaction of existing and planned land use activities, their intensity and traffic characteristics, and identify actions that would create a successful, effective and safe development program under both existing and future traffic conditions. A TIA for the project was conducted utilizing accepted traffic engineering methods and techniques. Existing traffic conditions were examined on area roadways and at selected intersections and compared with traffic conditions that could be expected at buildout of the project considering both site generated and external (background) traffic. Based on the analysis, recommended actions were identified and are summarized as follows: 1: A right turn lane should be constructed on the westbound approach of the east frontage road at IH35 and Chandler Road to accommodate full buildout of the project. An analysis of buildout of the first phase, which includes the hospital and clinic, indicates that this recommendation is not needed for that phase Recommended lane uses are as follows: a right turn lane, and two through lanes. 2 The proposed four -way intersection at Oakmont Drive /Driveway D and Chandler Road should be signalized, in order to accommodate future traffic. The site driveway should be aligned with Oakmont Drive and constructed with two outbound lanes so as to separate left turn /through movements and right turns. 3 The proposed internal roadway to be built as a four lane section with a median (2 24') will be adequate to serve site traffic. WHM Transportation Engineering Consultants, Inc 4. Driveway F is located 450 fee east of Cypress Boulevard and 350 feet west of Sunrise Road. It is not feasible to align this driveway with Cypress Boulevard due to an existing drainage easement. Therefore, the driveway has been located between Cypress Boulevard and Sunrise Road to provide the most efficient driveway spacing. 5 . A minimum of 200 feet of queue storage for vehicles exiting the site is required. WHM Transportation Engineering Consultants, Inc. NORTH �R7, ors ow WHM Transportation Engineering Consultants, Inc. - Austin, Texas OIES - CAEEC I - . to EC EA AREA MAP FIGURE 1 INTRODUCTION Scott & White Hospital is one part of a Planned Unit Development (PUD) at the intersection of IH 35 and Chandler Road (CR 1431) as shown in Figure 1. Th purpose of the PUD is to provide an integrated development consisting of medical and medical- related facilities combined with complimentary residential and commercial development. For the purposes of this traffic study, the densest combination of possible land uses, given all available information to date, was modeled in order to evaluate area intersections and roadways. However, it should be noted that all information about these land uses including building sizes, anticipated construction schedule, and land use type is strictly provisional at this time. Any combination of the land used listed in the PUD could be developed. . The site is bounded by the proposed Stonewater project on the north and east, Chandler Road on the south, and IH 35 on the west. Figure 2 shows a more detailed view of the tract and defines the parcel boundaries within the property. It is anticipated that the project will be completed in phases. Due to the length of time until buildout and an incomplete site plan to date, Scott & White has reserved the right to alter the land uses on the site, while still maintaining set development standards within each parcel area. Descriptions of each potential use per parcel area were developed by Scott &' White Hospital and provided to WHM in the form of development standards. These standards are furnished within this report. Land use assumptions were made by WHM from these development standards with final approval obtained from Scott & White Hospital. Site and Access aractericti a Figure 2 shows the location of development parcels within the project as well as the location of the site driveways, which connect directly to IH 35 and Chandler Road. An internal circulation roadway will also be constructed with the project development. Since the project is located along II1 35 and Chandler Road the programmed development activities and traffic related characteristics require evaluation. Examining the interaction of existing and programmed land use activities, their intercity and traffic characteristics is necessary to render an appreciation of appropriate actions required to create a successful, efficient, and safe program. This report on the analysis of the traffic conditions, present and future, addresses these objectives. WHM Transportation Engineering Consultants, Inc. 6 �CISTINC THOROUGHFARE SYSTEM As indicated on-the area wide and site location maps (Figures 1 and 2), the project is located at the intersection of 111 35 and Chandler Road. Other nearby roadways of importance include Oakmont Drive, Cypress Boulevard, and Sunrise Road. Th interrelationship of these roadways and others in the area is shown on the previous Figure 1. FUTURE ROADWAY IMPROVEMENTS 1H 35: This roadway, including the segment from CR 111 to RM 3406 is planned to be constructed as a six lane freeway with HOV lanes by the year 2020. It is subject to a Major Investment Study, including evaluation of main lane to HOV. As development otturs and when funding is available, ramps north of Chandler Road will be reversed C handles u„,d Ed ,.gn. No improvements are planned prior to the year 2020. TRAFFIC ANALYSIS In order to assess the traffic implications of the proposed development, two time periods and travel conditions were evaluated: (1) 1999 - Existing Conditions (2) 2007 - Forecasted with Site Generated Traffic Conditions Intersections in the vicinity of the site are considered the locations of principal concern because they are the locations of highest traffic conflict and delay. The standard used to evaluate traffic conditions at intersections is Level of Service (LOS), which is a qualitative measure of the effect of a number of factors such as speed, volume of traffic, geometric features, traffic interruptions, freedom to maneuver, safety, driving comfort, convenience, and operating cost. Analysis was performed using the microcomputer program "Highway Capacity Software" by the Federal Highway Administration (Ref. 1), which is based on the procedures contained in the Highway Capacity Manual (Ref. 2), as well as PASSER III (Ref. 3). WHM Transportation Engineering Consultants, Inc. 7 XO = SITE DRIVEWAYS X = SITE AREAS EXHIBIT "C" FIGURE 2 CONCEPTUAL SITE PLAN 1999 Existing Conditions The analysis of existing traffic required the acquisition of secondary data.Jrotn the City of Round Rock, as well as the collection of primary data on the major roadways and intersections. A field survey was designed through discussions with City staff and implemented to obtain the necessary data and to verify the trends established by data available from previous years. Signalized Intersections The following intersection within the study area is signalized: • IH 35 and Chandler Road (CR 1431) Unsignalized Intersections The following intersections within the study area are unsignalized: • Oakmont Drive and Chandler Road (CR 1431) • Cypress Boulevard and Chandler Road (CR 1431) • • Sunrise Road and Chandler Road (CR 1431) Existing peak hour traffic volumes at the above intersections are presented in Figure 3. Current lane use and level of service are summarized in Figure 4. WHM Transportation Engineering Consultants, Inc. 8 c m g F ifffo s r a 1,1/4 312/570 16 167/750 770/413 J/ 156/174 y 337/552 • 570/717 NIL 53/37 r- 705/737 )I`r 366_ i2L 535 44 144 196/753 �6t• 113411 O 1 _ 343/16 1 5/ 0 r 51 6 SCOTT dt WHITE SITE p - = Peak Hour Volume NOT TO SCALE 1671761 rP. 35/2 •o r 3 6311» 1 514 *-F 9)1165 Chandler Rd• 74/75 FIGURE 3 NORTH a In •174/ 97 65 17 EXISTING TRA EPIC% vnr 7 r* 4r� SCOTT & WHITE SITE = Level of Service NOT TO SCALE FIGURE 4 NORTH d C N EXISTING LEVELS OF SERVICE 2007 Forecasted Co di 'ons With Site Generated 'r af fic Although not definite, the year 2007 was established as the year in which the entire project would tentatively become occupied. This ti neframe was utilized to assess the major roadway effects and to facilitate the evaluation of alternative improvements. Forecasted traffic was projected using available information This process was facilitated by using trends established by prior data for the major roadways in the immediate vicinity of the project site. Site Generated Traffic Determining the generated traffic or the traffic that is considered to be contributed by development of the proposed project was a major analysis process element. Total trips per day as well as the peak hour traffic associated with the project were estimated using the microcomputer program 'Trip Generation" by Microtrans Corporation (Ref. 4) which is based on recommendations and data contained in the Transportation institute of Engineers report Trip ,Pnararjn,, (Ref. 5). Traffic production is directly related to the assumed land use activity. Scott & White Hospital desires to reserve the right to alter the land uses within each parcel area. Therefore, they provided WHM with development standards describing potential land uses per parcel area. Land use assumptions were then made using these development standards with final approval received from Scott & White Hospital. The following lists of development standards by parcel areas are those which were provided to WHM. Development Area "A" The following principal uses are permitted: 1. Medical or Dental Clinics 2. Offices 3. Hospital 4. Extended care facilities 5. Nursing homes 6. Medical supply retail uses 7. Medical supply rental uses 8. Drug store /pharmacy 9. Medical research facilities 10. Educational facilities 11. Assisted living 12. Rehabilitation Center The following secondary uses are permitted: 1. Personal services WHM Transportation Engineering Consultants, Inc. 11 2. Gift shops 3. Florist 4. Convenience store 5. Restaurants, other than hospital cafeteria to provide choice to staff, families, etc. 6. Bank or Credit Union 7. Day Care and Senior Care facilities 8. Health Club 9. Laundry 10. Book store 11. Parking 12. Helicopter maintenance for hospital helicopter only 13. Other similar uses which are approved fn writing by the Director of Planning & Community Development Development Area "B" The following principal uses are permitted: 1. Medical or Dental Clinics 2. Offices 3. Hospital 4. Extended care facilities 5. Nursing homes 6. Medical supply retail uses 7. Medical supply rental uses 8. Drug store /pharmacy 9. Medical research facilities 10. Educational facilities 11. Assisted living 12. Rehabilitation Center 13. Assisted care and independent care residential living facilities 14. Hotel, located and designed to complement hospital. Serving families 15. Hospice 16. Apartments and townhouses, located to complement the Multi- family uses in the Stonewater development. Secondary uses similar to those described for Area A are permitted in Area B Development Area "C" The following principal uses are permitted: 1. Offices 2. Nursing homes 3. Medical research facilities 4. Educational facilities 5. Assisted living 6. Assisted care and independent care residential living facilities 7. Hospice 8. Apartments and townhouses, located to complement the Multi-family uses in the Stonewater development The following secondary uses are permitted: 1. Personal services 2. Gift shops WHM Transportation Engineering Consultants, Inc. 12 3. Florist 4. Convenience store 5. Bank or Credit Union 6. Health Club 7. Laundry 8. Parking WHM Transportation Engineering Consultants, Inc • Development Area "D" Parking is the principal use permitted in this area Development Area "E" All areas located within area "E" except for sidewalks, driveways to access public streets and utility structures and meters required to provide utilities to the Property, shall be uses solely for the purpose of landscaping. Development Area "F" The following principal uses are proposed, but additional uses listed under Area "B" shall be permitted: 1. Offices 2. Convenience Store /Service Station Table 1 provides a detailed summary of the land uses assumed by WHM and the traffic production, which is directly related to the assumed land use activity. As a point of reference, the total 24 hour volume was estimated at 32,037. Table 2 summarizes trip generation estimates, which have been adjusted in accordance with analysis assumptions discussed in the following section. The adjusted total 24 hour trip generation is 24,873. Directional Distribution Once site generated trips were known, the next step involved distribution of those trips to appropriate geographic directions and logical connecting roadways. The major thoroughfares, which have a direct bearing on the accessibility of the project have been previously identified. Traffic counts conducted during the study provided the basis for the directional distribution of traffic approaching and departing the project site as summarized in Table 3. Given the total site generated traffic and the directional distribution by approach, the next step in the process was to assign the traffic destined to and from the project to the most likely travel paths. This was done by investigating a number of alternative travel patterns, as well as ingress /egress points along the project boundaries. Primary consideration was given to the traffic flow and safety of the major roadways. 13 Table 1. Trip Generation Estimates — Scott & White Hospital Proposed Development =ME WHM Transportation Engineering Consultants, Inc, 14 Area Land Use Size SF Daily Traffic Volume AM Peak Hour Enter Exit PM Peak Hour Enter Exit A Hospital 71,000 2,257 63 23 19 58 A Clinic 71,000 1,898 53 20 16 48 B High Turnover Rest. 7,000 609 29 26 22 15 B Hotel 100 Rms 700 34 22 32 29 B High Turnover Rest 7,000 609 29 26 22 15 B High Turnover Rest 7,000 609 29 26 22 15 B Pharmacy/Drugstore 20,000 1,131 26 20 44 46 B Day Car8 Center 200 Std. 768 73 65 69 77 B Specialty Retail 20,000 691 6 6 19 26 B Med. /Dental Office 375,000 12,852 456 114 235 638 C Apartments 202 DU 1,143 14 74 73 36 F Convenience Market 3,500 956 30 30 34 34 F Med./Dental Office 22,000 650 30 38 19 52 TOTAL 24,873 865 454 622 1,083 Table 2. Adjusted Trip Generation Estimates - Scott & White Hospital Proposed Development WHM Transportation Engineering Consultants, Inc. 15 AM Peak PM Peak Entering Exiting Entering Exiting North on Hi 35 20 25 20 South on1H35 20 20 20 30 East on Chandler Road 5 5 10 5 West on Chandler Road 35 40 35 South on Oakmont Drive 5 0 0 5 South on Sunrise Road 5 5 5 5 Table 3. Forecast Directional Distribution of Site Oriented Traffic Direction Analysis Assumptions The traffic impact analysis process involves the use of primary data and engineer ing judgment on transferable parameters. Specifically, engineering judgment is required for estimation of background traffic growth and transit trip reductions, both of with are further described below. Background Traffic Background traffic volumes were determined based on an annual growth rates on area roadways considering proposed projects in the area. Fifty percent of the Stonewater development was assumed to be constructed at buildout of the Scott & White property. asszkyraptura Studies have shown that retail land uses will capture from 20 to 60 percent of their traffic as pass -by trips, depending upon their size (Ref. 5). It is well documented that many other land uses also experience significant pass -by trip capture, such as fast food restaurants. The amount of trip reduction that each tract may attribute to the pass -by phenomenon will depend directly on the type of land use, which is developed. Appropriate pass by reductions have been taken for retail- related land uses within the development. WHM Transportation Engineering Consultants, Inc. 16 Internal Capture Once the total buildout of proposed land uses occurs, there will be interaction among the uses within this development. Internal capture is accounted for in two ways. First, to account for internal capture among similar retail land uses in adjacent areas, the sizes may be combined during the trip generation process. Because the equations used in trip generation estimations are logarithmic, the number of trips generated by a site does not increase in direct proportion to an increase in the square footage of a development. By combining retail projects in dose proximity to each other, a lower number of trips will be estimated, thereby taking into account the internal capture factor. The second way to account for internal capture is to reduce the expected number of trips directly by some percentage which reflects expected multipurpose trip - making among different types of land uses which are in dose proximity. However, as with pass -by trip reductions, internal capture depends on the type and quantity of land uses. There will be much interaction among the medical - related land uses as well as support uses such as restaurants and hotels. Therefore, an internal capture reduction of 15 percent has been assumed for the analysis, with the exception of Area F for which a 5 percent reduction was taken. Intersection Analysis The total 2007 traffic demand will be the sum of traffic generated by this proposed development, traffic generated by other development projects, and changes in existing traffic. Figure 5 summarizes projected AM and PM peak hour site traffic volumes at study area intersections. Buildout year AM and PM peals hour traffic volumes, including both site and background traffic, at study area intersections are presented in Figure 6. Recommended lane use and level of service analysis results are summarized in Figure 7. WHM Transportation Engineering Consultants, Inc. 17 369/249 0/0 f 159/379 ,/'� / 91/325 Chandler Rd. 590/139 373/265 --W. f 93 67 TIT - sr tr 108 204 118 If 4 42/57 i +-- 250/701 f ,57/ „ 0 e1 92 o T TE 0 3/ 25 104 0 13 33/33 TOT 3J7 {I� J!" s � r � 731169 A) 4/9 i ! C / pJ10 /� J/ �— 173/4`•0 4 r te/ 771 r 7397101 J 1 1 1 69 105 133/ 101��' "'36 _re: r7 O 04 m 0 SCOTT & WHITE SITE AM = Peak Hour Volume NOT TO SCALE ua a, 3 56/ 56/1 94/145 �► 010 PO 1 1 g611a 971100 --99" $ $ 1 NORTH 1171DI v 070 53/54 r� 33 75 6176 Site Boundary FIGURE 5 (Conceptual) Internal Roadway SITE TRAFFIC 1 li C 7 691 317 396 101 160 905 /930 — o. 56y2i1 2 1— 571/1225 307/709 Chandler Rd. 509/623 603/531 —9t 312 L 3S9 627 we Ter 20611 306 �r "7:3" J 113 93 Zf 11e t 1 56311720 1391 12211 931/6 ~� 1 t 71/56 1 I d16151 ` e 56/63 156/0 59915 15! Site Boundary (Conceptual) Internal Roadway w U / 1 75 e Ue r s13n�51 l 615 90/10 5µ/50 / 1 1 NORTH / 1 / I u 1 41 I 93 5 5 I 'fl' 111161 . _.1911 309193) 132/37 10s/1 FIGURE 6 019 t EO /19 r P / SITE + FORECASTED TRA FFrr x : r t ( Chandler RdJ 1► w Site Boundary (Conceptual) I nternal Roadway / FIGURE 7 INORTH SITE + FORECASTED LEVELS OF SERVICE. DRIVEWAY SPACING ON ADJACENT ROADWAYS The Scott & White Hospital site will be developed along the IH 35 East Frontage Road and Chandier'Road. In order to provide for safe and efficient traffic operations in and around the Scott & White site, a comprehensive internal roadway network will be constructed as part of site development. With the high level of activity on roadways surrounding the site, it is desirable to move traffic from adjacent roadways into the site as efficiently as possible. The following recommendations have been developed for driveway locations along IH 35 and Chandler Road. As is always the case, driveways should be spaced as far apart as possible. They should be limited to two on the LH 35 East Frontage Road and four on Chandler Road, as shown in Figure 2. Driveway D should align with Oalanont Drive and a traffic signal should be installed when warranted. Driveway F is located 450 feet east of Cypress Boulevard and 350 feet west of Sunrise Road. It is not feasible to align this driveway with Cypress Boulevard due to art existing drainage easement Therefore, the driveway has been located between Cypress Boulevard and Sunrise Road to provide the most efficient driveway spacing. WHM Transportation Engineering Consultants, Inc 21 ROADWAY CROSS SECTIONS A well- developed internal circulation network will provide efficient access into and out of the site. The conceptual proposed roadway network, which will provide for internal circulation among land uses, was shown in Figure 2. The developer plans to construct the internal ring road with a four lane divided section. Driveway connections accessing the ring road are proposed to have a 48 foot pavement width to provide two travel lanes in each direction The approach to the ring road may be flared to add an additional Left or right turn lane if required. This cross - section is appropriate since the majority of access points within the Scott & White site will be located off of the ring road. Analyses of driveway intersections with adjacent roadways indicate sufficient queuing distance is provided at each boundary intersection A minimum of 200 feet of queuing distance is required to accommodate traffic exiting the site. Patterns of egress and ingress were examined to determine the projected demand on each internal roadway. From there, it was determined that these proposed cross - sections, as shown in Figures 8 and 9, are sufficient to handle the demand. WHM Transportation Engineering Consultants, Inc. 22 ( 3 6 24.0' • 24.0' 1? 2 FIGURE 8 TYPICAL STREET SECTION RING ROAD N.I.S. 24.0' 24.0' 2.0'L FIGURE 9 TYPICAL STREET SECTION DRIVEWAY ACCESS ROADWAYS SUMMARY AND RECOMMENDATIONS The preceding analyses have illustrated the effects of site generated and forecasted traffic demand upon the street and roadway network adjacent to and in the vicinity of the project site. Generated traffic volumes were developed in a conservative scenario and assuming the hospital and clinic portion of the site is completed in 2007. Based on the analysis of existing and projected conditions and in order to provide the safest and most effective movement into and out of the site, the following recommendations were developed. The following comments and recommendations are provided for this project: 1. A right turn lane should be constructed on the westbound approach of the east frontage road at 1H35 and Chandler Road to accommodate full bulldout of the project. An analysis of buildout of the first phase, which includes the hospital and clinic, indicates that this recommendation is not needed for that phase. Recommended lane uses are as follows: a right turn lane, and two through lanes. 2. A right turn lane should be constructed on the northbound approach of the east frontage road at 11435 and Chandler Road to accommodate full buildout of the project. An analysis of buildout of the first phase, which includes the hospital and clinic, indicates that this recommendation is not needed for that phase. Recommended lane uses are as follows: a left turn lane, a left turn /through lane, and a right turn lane 3. The proposed four -way intersection at Oakmont Drive /Driveway D and Chandler Road should be signalized, in order to accommodate future traffic. The site driveway should be aligned with Oakmont Drive and constructed with two outbound lanes so as to separate left turn /through movements and right turns. 7. The proposed internal roadway to be built as a four lane section with a median (2 24') will be adequate to serve site traffic. WHM Transportation Engineering Consultants, Inc. 25 8. Driveway F is located 450 feet east of Cypress Boulevard and 350 feet west of Sunrise Road. It is not feasible to align this driveway with Cypress Boulevard due to an existing drainage easement Therefore, the driveway has been located between Cypress Boulevard and Sunrise Road to provide the most efficient driveway spacing. 9. A minimum of 200 feet of queue storage for vehicles exiting the site is required. WHM Transportation Engineering Consultants, Inc. 26 REFERENCES 1. "Highway Capacity Software,' United States Department of Transportation, Federal Highway Administration, January 1995. 2. Highway ap ity n aL (SR 209), Transportation Research Board, Washington, D.C., 1994. 3. PASSER III - 90 Texas Transportation Institute, Texas AdcM University, College Station, Texas, March 1991. 4. Buttke, Carl H., 'Trip Generation;' Microtrans Corporation, Portland, Oregon, 1997. 5. Trip C;eneratioty 6th Edition, Institute of Transportation Engineers, Washington, D.C., 1997. WRM Transportation Engineering Consultants, Inc. 27 FILED AND RECORDED OFFICIAL PUBLIC RECORDS 11-29 -1999 01:50 PM 199979645 STRICKLAND $143.00 NANCY E. RISTER ,COUNTY CLERK WILLIAMSON COUNTY, TEXAS CIfiv OF ROUND ROCK ADMINISTRATION 221 EAST MAIN STREET ROUND ROCK, TEXAS 78664