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Ord. 2000M-0068 2010-04-26 FailedFAILED April 26, 2010 ORDINANCE NO. 2000M-68 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, AMENDING ORDINANCE NO. 2000M, THE ZONING MAP OF THE CITY OF PEARLAND, TEXAS, FOR THE PURPOSE OF CHANGING THE CLASSIFICATION OF CERTAIN REAL PROPERTY, LOCATION BEING A TRACT OF LAND APPROXIMATELY 9.5171 ACRES IN THE W.D.C. HALL LEAGUE, ABSTRACT NO. 70, BRAZORIA COUNTY, TEXAS AND BEING THE RESIDUE OF THAT TRACT SOLD BY NONA GAY CARR TO ROSS A. MCCLENDON, AS DESCRIBED IN DEED RECORDED UNDER BRAZORIA COUNTY CLERK'S FILE NO. 95-022654. (GENERALLY LOCATED AT THE 2810 DIXIE FARM ROAD, PEARLAND, TX), (ZONE CHANGE APPLICATION NO. 2009-15Z), FROM �INGLE FAMILY RESIDENTIAL-1 (R-1), TO PLANNED DEVELOPMENT DISTRICT (PD), AT THE REQUEST OF RON JACKSON WITH CURRY ARCHITECTURE, APPLICANT FOR ROSS MCCAMMON, OWNER,PROVIDING FOR AN AMENDMENT OF THE ZONING DISTRICT MAP; CONTAINING A SAVINGS CLAUSE, A SEVERABILITY CLAUSE, AN EFFECTIVE DATE AND OTHER PROVISIONS RELATED TO THE SUBJECT. WHEREAS, Ron Jackson with Curry Architecture, applicant for Ross Mccammon, owner, filed an application for amendment to Ordinance No. 2000M, the Zoning Map of the City, for approval of a change in the zoning district from Single Family Residential-1 (R-1) to Planned Development (PD), said property being legally described in the original applications for amendment attached hereto and made a part hereof for all purposes as Exhibit "A", and more graphically depicted in the vicinity map attached hereto and made a part hereof for all purposes as Exhibit "B"; and WHEREAS, on the 18 day of January, 2010, a Joint Public Hearing was held before the Planning and Zoning Commission and the City Council of the City of Pearland, Texas, notice being given by publication in the official newspaper of the City, the affidavit of publication being attached hereto and made a part hereof for all purposes as Exhibit "C", said call and notice being in strict conformity with provisions of Section 1.2.2.2 of Ordinance No. 2000T; and ORDINANCE NO. 2000M-68 WHEREAS, on the 15 day of March, 2010, the Planning and Zoning Commission of the City submitted its report and recommendation to the City Council regarding the proposed amendment application by Ron Jackson with Curry Architecture, applicant for Ross Mccammon, owner, whereby the Commission recommended denial of the change of classification for the described property from its existing classification of Single Family Residential-1 (R-1) to Planned Development (PD), said recommendation attached hereto and made a part hereof for all purposes as Exhibit "D"; and WHEREAS, upon receipt of the report from the Planning and Zoning Commission, the City Council considered this application and the recommendation of the Planning and Zoning Commission at a regular meeting on March 15, 2010; and WHEREAS, the City Council having fully heard the testimony and argument of all interested parties, and having been fully advised in the premises, finds that in the case of the application of Ron Jackson with Curry Architecture, applicant for Ross Mccammon, owner, presented which, in the judgment of the City Council, would justify the approval of said application; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section I. The following described property located within the corporate City limits of the City of Pearland, Texas, and presently classified as Single Family Residential -1 (R- 1), is hereby zoned to Planned Development District (PD), in accordance with all conditions and requirements listed in the Planned Development (PD) Document, also known as Exhibit "E" attached hereto and incorporated for all purposes, such property being more particularly described as: Page 2 of 4 Ord No 2000M-68 ORDINANCE NO. 2000M-68 Being a tract of land approximately 9.5171 acres in the W.D.C. Hall League, Abstract No. 70, Brazoria County, Texas and being the residue of that tract sold by None Gay Carr to Ross A. McClendon, as described in deed recorded under Brazoria County Clerk's file No. 95-022654. Section II. The City Council of the City of Pearland finds and determines that the recitations in the preamble hereof are true and that all necessary prerequisites of law have been accomplished and that no valid protest of the proposed change has been made. The City Council further finds and determines that there has been compliance with the mandates of law in the posting and presentation of this matter to the Planning and Zoning Commission and to the City Council for consideration and decision. Section III. The City Council of the City of Pearland finds and determines that the amendment adopted herein promotes the health, safety, and general welfare of the public and is a proper valid exercise of the City's police powers. Section IV. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portions thereof. Section V. All rights and remedies, which have accrued in the favor of the City under this Ordinance and its amendments thereto, shall be and are preserved for the benefit of the City. Section VI. The City Secretary is hereby directed to cause to be prepared an amendment to the official Zoning District Map of the City, pursuant to the provisions of Section 2.3.2.2 of Ordinance No. 2000-T and consistent with the approval herein granted for the reclassification of the herein above described property. Section VII. This Ordinance shall become effective after its passage and approval on second and final reading. Page 3 of 4 Ord No 2000M-68 ORDINANCE NO. 2000M-68 PASSED, APPROVED, and ADOPTED on First Reading this 26 day of April, f►�i�i[�l TOM REID MAYOR ATTEST: YOUNG LORFING, TRMC CITY SECRETARY PASSED, APPROVED, and ADOPTED on Second and Final Reading this day of April 26, 2010. TOM REID MAYOR ATTEST: YOUNG LORFING, TRMC CITY SECRETARY APPROVED AS TO FORM: DARRIN M. COKER CITY ATTORNEY Page 4 of 4 Ord No 2000M-68 Pearland Retirement Residence Planned Development Pearland Retirement Residence 2810 Dixie Farm Road Planned Development Document ____,--t.---- . �, . . _. �,_..,--�-,,.� . 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February 2010 Pearland Retirement Residence Planned Development Table of Contents Page 1 Pages 2 to 3 Pages 4 to 13 Page 14 Page 15 Pages 16 to 17 Page 18 Pages 19 to 20 Page 21 Page 22 Page 23 Pages 24 to 27 Page 28 Page 29 Pages 30 to 31 Pages 32 to 39 Pages 40 to 68 Application Cover Sheet and Table of Contents Planned Development Document Exhibit A - Site Plan Exhibit B - Vicinity Map Exhibit C- Suite Floor Plans Exhibit D - Color Board Exhibit E - Perspectives Exhibit F - Alta Survey Exhibit G - Topographic Survey Exhibit H - Tree Survey Exhibit I - Stormwater Detention Calculations Exhibit J - Landscape Plan Exhibit K- Open Space Plan Legal Description Evacuation Plan Traffic Impact Analysis Pearland Retirement Residence Planned Development INTRODUCTION — PEARLAND RETIREMENT RESIDENCE Site Description The subject parcel is located at 2810 Dixie Farm Road. This site is rectangular in shape with a frontage of 424' (+/-) on the westerly side of Dixie Farm Road surrounded by residential developments and a General Commercial (GC) site that is on the easterly side of Dixie Farm Road. The home sites bordering the south of the property are fronting on Rayburn Street, the lots along the west side of the site front on Crane Drive and the properties on north side of the site front along Cypress Hollow Street. The Dixie Woods subdivision is directly across Dixie Farm Road from the proposed site. Abutting the Dixie Woods development to the south is the GC site that fronts on Dixie Farm Road and E. Broadway Street. Current Zoning: R-1 — Single Family Residential Current Use: Boarding Stables, Equestrian Center (Krazy K Stables) CAD #: 5410-0024-000 Proposed Development Harvest Development Corp. proposes a PD to develop a 118-suite plus a manager and co manager suites, 2 story congregate retirement residence along with 4, one story duplex retirement cottages (8 units). The entire site is designed to conform to the Uniform Development Code. This development shall be marked and operated as an Independent Living Facility for residents age 55 and older. Our concept is designed for residents, age 55 and older who are still ambulatory. We do offer some daily support with no medical or nursing care. Handicap individuals under the age of 55 are not allowed to reside at this facility. We cater to the retired lifestyle. This project will not be low income or receive tax credit. Private rooms afford the advantages of independent living while the services included provide support, security and friendship. The private suites include studio, one and two bedroom versions. See Exhibit C for floor plans. Each is similar to a conventional dwelling unit except a kitchen is not included in the suites. Services include three prepared meals daily, housekeeping, laundering, private bus transportation and various activities. Staff is "in house" 24 hours a day. The monthly rent payment covers the private room, all services and utilities. Typically our resident will be a single person in their late 70's or 80's. Approximately 10% of the rooms will be rented by couples making a total building population of 130 plus and additional 16 residents in the cottages. Fewer than 15% of the residents will be driving their own cars. Because most of our residents do not drive, we provide private van transportation for their use. The van is available to take the residents to places they need to visit, such as banks, medical offices, shopping areas, etc. Neighborhood compatibility is achieved in the site planning and building design. The wing ends and building center step down from two to one story. This arrangement provides for privacy and a gentle change of scale. Care is taken to minimize the impact to the existing community. 0 Pearland Retirement Residence Planned Development The exterior siding materials will include stucco siding. The roof will be architectural composition shingle. See exhibits D and E for a color board and perspectives. The building interior design has common areas for a variety of uses. There will be a common dining room and kitchen for shared meals. There will be a multi- purpose room, beauty shop, crafts room, TV room, lounges and an exercise room. The circulation will be organized around a central atrium. Residents will be able to contact the manager with both emergency pull cords and voice communications in each room. Access shall be provided on Dixie Farm Road. There will be no impact to any local collector streets. The development will be in compliance with the attached site plan, elevations and other documents. Minor changes shall be approved by Planning Director. All requirements of the UDC shall be met. Acreage The developed parcel is 9.5171 acres in size, horse boarding stables. Purpose of the PD district request The request for this development is to create a PD Planned Development on the existing site within the existing R-1 — Single Family Residential. The PD — Planned Development shall have an underlying MF Multiple Family base zoning for the development of Retirement Residence on the entire site. II ZONING AND LAND USE Proposed Setbacks (same as underlying MF zoning — Section 2.4.2.10 & the PD overlay Sec. 2.4.5.1) R1 MF Pro osed Setback Minimum Front 25 ft 25 ft 200 ft Yard Minimum Side 7'-6" ft 15 ft 60 ft main - 30 ft accessory Yards Minimum Rear 30 ft 25 ft 200 ft main - 30 ft duplex Yard Minimum off-street 30 ft 30 ft 150 ft arkin * Minimum outside 150 ft 150 ft 600 ft stora e* *All setbacks to be measured from property line. 5 Pearland Retirement Residence Planned Development III. DESIGN STANDARDS Outdoor Activities or Uses No outdoor commercial activities our uses shall be permitted per the Unified Development Code. Remaining Pervious Land Re uired landsca ed o en area Provided landsca ed o en area 15% 16.7% Common open space requirements will be in accordance with the common open space requirements of the underlying MF zone. Section 2.4.2.10(g) of the UDC for 128 units as shown on attached site plan. Re uired Common O en S ace Provided o en s 128 units x 900 sq ft= 115,200 sq ft 116,055 sa ft Access Provided in accordance with the EDCM Access shall be provided on Dixie Farm Road. The development will be in compliance with the attached site (see exhibit A) plan, elevations and other documents. Minor changes shall be approved by Planning Director. All requirements of the UDC shall be met. Proposed PD — Will comply with the EDCM (see conceptual site plan). Traffic report preformed by Occan concludes am peak trips are not enough to measure and pm peak trips will have no appreciable impact on Dixie Farm. U turns will be eliminated by relocating main drive to the north to align with Sycamore Drive. Please Note: All requirements of the Uniform Development Code will be met other than those changes and deviations specifically approved as part of the Planned Development approval. The development will be in accordance with the site plan and all attached exhibits. Height "The vertical distance measured from grade at the front of the building to the highest point of a flat roof, to the deck line of a mansard roof, or to the mean height level between eaves and ridge for a gable, hip or gambrel roofi' (UDC 5.1.1.1 #58) Maximum hei ht permitted in MF District Proposed hei ht 35 feet 26 feet 0 Pearland Retirement Residence Planned Development Please refer to the enclosed site plan (exhibit A) and other drawings regarding the proposed development standards Area Reaulations MF Minimum Lot Size 20,000 s Minimum Lot 125 ft Width Minimum Lot Depth Maximum Lot Coveraae IV. 40% �� : :�� , :� , •� � � .�'. Pro osed ft 414,563 s ft 424 ft 965 ft 39.8% Proposed Dedications Any additional easements, rights of ways or agreements to accommodate rights of way, utilities and services to the site will be accommodated. A fee of $96,000 will be paid in lieu of parkland dedication. This was calculated at $750.00 per 128 units. This covers the 118 resident suites, manager, and co- manager suites in the main building and the 8 cottage units. DEVIATIONS Deviation — Use The property is currently zoned R-1 — Single Family Residential. The property is bounded single family residential homes on all sides, R-1 Zoning to the South and R-2 (Single Family Residential — 2) to the west, north and across Dixie Farm Road to the east. The Southeast corner of the site is across Dixie Farm Road from a Large GC — General Commercial District that also fronts E Broadway Street. These residential subdivisions are fully developed with mature landscaping and complete infrastructure. The GC site is partially developed. PD Overlay Zoning The proposed R1-PD with a underlying base zoning MF, Multiple-Family Residential District (Sec. 2.4.2.10) site. This site is also subject to the Dixie Farm Road Overly District. Use Acres % of Total Acres Zonin District Multi le Famil 9.5171 100% R1 Landscape and 5.81 61 % R1 Detention S ace Internal Circulation 1.51 4.90% R1 Drives 8� Parkin r� Pearland Retirement Residence Planned Development Deviation — Density Proposed Density (same as underlying overlay Sec. 2.4.5.1) MF zoning — Section 2.4.2.10 & the PD Densit Ratio Max Unit Allowed RI 3.2 30 MF 16 152 Pro osed 13.45 128 Proposed: Total Residential Units 128 Units 118 Retirement Suites + manager and co-manager suites 8 Cottage Units Total Acreage 9.5171 acres Densify Ratio 128 Units on 9.5171 acres = 13.45 Units per Acre Deviation - Parking Minimum Parking required in the Unified Development Code is 234. *25% deferred to future as per Section 4.2.1.3(k) of UDC Unit Mix Number Code Required Proposed Proposed of Suites Parkin Code Parkin Studio 31 1.5 46.5 65% = 0.97 30 One Bedroom 71 2 142 65% = 1.3 93 Two Bedroom 16 2.5 40 70% = 1.75 28 Mana er 1 2.5 2.5 70% = 1.75 2 Co-Mana er 1 2 2 65% = 1.3 1 Cotta e 8 2.5 20 80% = 2 16 Totals 128 253 170 Proposed Parking 4 Accessible Spaces 26 Covered Spaces 123 Open Spaces 17 Future Parking Stalls 170 Total Required A typical Retirement Residence provides 1 space per 2 suites. We are providing 1 space for every suite and an additional 11 spaces. Therefore, every resident could have a visitor and the facility could be fully staffed and we would still have empty spaces. The parking calculation per the zoning ordinance is based on MF � Pearland Retirement Residence Planned Development which considers each dwelling unit to have at least one car. Because most of our residents do not drive, we provide private van transportation for their use. The van is available to take the residents to places they need to visit, such as banks, medical offices, shopping areas, etc. Therefore we are proposing a parking deviation allowing the ratio of 1.3 spaces per suite. Normally we request a parking ratio of .60 spaces per suite. The principals of Harvest Development LLC have developed over 300 retirement residences. Experience from this extensive portfolio has shown that .60 parking space per suite is adequate for our residents, staff and visitors. The parking ratio allows us to increase landscaping and open space to create a better residential environment for our residents and adjacent property owners. A recent PD approval for the Hamptons, a similar facility, was approved with a 30% deviation. We are proposing a similar deviation. The following table shows the parking provided in other facilities we have developed in Texas. GARDEN TOTAL PARKING PER FACILITY NAME ADDRE55 SUITES SUITES COTTAGES SUITES SPACES SUITE Fox Run 2315 Little Rd., Arlington, TX 76016 102 0 0 102 54 0.53 Englewood Estates 2603 Jones Rd., Austin, TX 78745 110 0 0 110 64 0.58 Bentley, The 3362 Forest Lane, Dallas, TX 75234 109 8 0 117 81 0.69 8900 Block of Whiterock Trail Whiterock Court Dallas, TX 75204 115 0 0 115 78 0.68 Rio Norte 1941 Saul Kleinfeld Dr., EI Paso TX 79936 110 5 4 119 63 0.57 South Colleyvine Ranch 2300 Pool Rd., Grepevine, TX 76071 115 0 0 115 79 0.69 Ventura Place 3026 54th St., Lubbock, TX 79413 112 18 6 136 96 0.71 Polo Park 2100 Castleford Rd., Midland, TX 79706 107 0 0 107 65 0.61 Brook Ridge 1001 W. Ridge Rd., Pharr, TX 78577 107 0 0 107 67 0.63 Cottonwood 1940 West Spring Creek Parkway, Estates Plano, TX 75086 113 0 0 113 68 0.6 714 W. Arepaho Rd., EI Dorado Richardson, TX 75080 102 0 0 102 53 0.52 Cowhorn Creek 5353 Cowhorn Creek Rd., T Estates exarka�na, TX 75503 112 0 0 112 67 0.6 Rosewood Estates 505 Rice Rd., Tyler,TX 75703 110 0 0 110 54 0.49 Lakeshore Estates 3209 Village Green Dr., Waco, TX 76710 130 5 0 115 70 0.61 1500 N. Lakeline Blvd., Highland Estates Cedar Park TX 78613 118 0 0 118 81 0.69 Copperfield 16820 West Road, Estates Copperfield TX 118 0 0 118 88 0.75 Harbor Place 5518 Lipes Blvd., Corpus Christi, TX 78413 118 0 12 130 98 0.75 � Pearland Retirement Residence Planned Development Dogwood Estates 2820 Wind River Lane, Denton, TX 76210 116 0 0 116 68 0.59 3901 Kirkpatrick Lane, Pinewood Hills Flower Mound TX 75028 115 0 0 115 70 0.61 2755 Chestnut Ridge Drive, Cypress Woods Kingwood, TX 76051 118 0 0 118 74 0.63 Parkwood 310 Chiholm Trail, Meadows Round Rock, TX 78681 118 0 0 118 72 0.61 Paradise Springs 5600 Cypresswood Drive, Spring, TX 77379 118 0 7 125 104 0.83 This table shows the parking ratio for similar developments in Houston area. Name of Facilit Number of Units Parkin Ratio Towne Park, Kin sland 76 .75 Greens on Turtle Creek 84 1.38 Birdson Place Villas 96 1.33 Gardens at Friendswood Lake 114 .74 This table shows the parking ration for similar developments in Pearland. Name of Facility Number of Parking Parking Beds Provided Ratio Trinit Oaks 81 48 0.59 Ham ton near Bellavita 80 56 0.7 Colonial Oaks 89 51 0.57 Windson Villa e Nursin 138 68 0.49 Pearland Senior Villa e 126 212 1.68 The City of Dallas has a required parking ratio of 0.7 spaces per unit plus one space per 300 square feet of floor area not in a dwelling unit or suite. The City of Houston has a required parking ratio of 0.75 spaces per unit and additional spaces for supporting use and staff. The City of Baytown has approved a parking ratio of 0.75 spaces per unit for a similar development. Please refer to the enclosed site plan and other drawings regarding the proposed development standards Deviation - Fences 8� Screening There will be a 30' landscape buffer and 6' high wood fence adjacent to the residential use parcel. 10 Pearland Retirement Residence Planned Development V. Overview and Summary Existing Zoning: Proposed Zoning: Land Area: Existing Use: Proposed Use: Proposed Parking: Impervious Surface Cover R-1 Single Family Residential PD — Planned Development / MF underlying base zoning 9.5171 acres Boarding Stables, Equestrian Center 118-suite retirement residence + 4 duplex retirement cottages (8 units) 170 total spaces consisting of 123 open +17 future open, 26 covered for the suites, 4 handicap accessible, 8 covered cottage spaces, and 8 cottage driveway parking spaces 165,211 Sq. Ft. / 39.8% Phasing This project is intended to be developed together in its entreaty and phasing the project in not planned VI. AMENITIES The site is to be extensively landscaped. Usable outdoor spaces will include a large amount of lawn and landscape areas. The landscaping will include raised beds of varying levels for ornamental, flower and vegetable gardening made available for use and enjoyment of our residence. Special features of this site will include a horseshoe court in the cottage common area and a large unique water feature located amidst the retirement cottages, all adding to the park like setting. An integrated network of walking paths, 6 feet in width, will provide our residence with an excellent opportunity for daily exercise. The walking paths will be complemented with benches and respite areas throughout as well as connecting to all exits of the building. There will be a large partially covered patio off of the craft/exercise room. The patio area along with the cabana and pool come together to create an oasis like atmosphere and serving to extend and expand the living area to this outside attraction • Horse Shoe Pit (1) • Seating Benches (7 around site paths/courtyards) • Circular Landscaped Benches (2 on site) • Raised Planter beds (8 for residence) • Swimming Pool • Pool House (1) • Fountains & Water Features (4) • Van garage (1) • Retention Water Feature 11 Pearland Retirement Residence Planned Development VII. EXHIBITS Site Plan Vicinity Map Suite Floor Plans Color Board Perspectives ALTA Survey Topographical Survey Tree Survey Stormwater Detention Calcs Landscape Plan Open Space Plan Exhibit "A" Exhibit "B" Exhibit "C" Exhibit "D" Exhibit "E" Exhibit "F" Exhibit "G" Exhibit "H" Exhibit "I" Exhibit "J" Exhibit "K" VIII. JUSTIFICATION We respectfully request consideration of a Planned Unit Residential Development for a 9.5171-acre site at 2810 Dixie Farm Road. This designation is sought to allow development of a 118 suite p�us a manager and co manager suites retirement residence and 4 duplex retirement cottages. This site will provide a positive, quality, low impact additional to the local neighborhood and the Pearland community. Considerable effort has been made over the past several months to gather information. This has allowed us to present a proposal that will create a valuable addition to the community. This site is ideally suited for our senior housing use. The site is in close proximity to services such as shopping, recreation and medical needs while still being within an established residential area. As stated in Chapter 8 of the Pearland Municipal Code, "the purpose an overlay planned development district (PD) is to provide for the development of land as an integral unit of single or mixed use in accordance with a PD Design Plan that may include uses, regulation and other requirements that vary from provisions of other zoning districts. PD Districts are intended to implement generally the goals and objectives of the City's Comprehensive Plan. PD Districts are also intended to encourage flexible and creative planning to ensure the compatibility of land uses, to allow for the adjustment of changes demands to meet the current needs of the community and to in a higher quality development for the community that would result from the use of conventional zoning districts. The Harvest Retirement proposal would meet changing demands and the current needs of the Pearland community. 12 Pearland Retirement Residence Planned Development This project offers benefits, which include: ■ Larqe open spaces and qenerous setbacks. Over 60% of the site will be landscaped open space providing large open spaces and ample setbacks to create a park-like setting, and help buffer neighboring properties. ■ Quiet Senior Residential Use — The proposed retirement residence has 118 suites, which include studios, one bedroom, and two bedroom types. The suites do not have kitchens and are not considered full dwelling units. They are different from conventional senior apartment units with full kitchens, in that the density effect would be negligible. In addition, only about 10 percent of the suites will be occupied by couples, keeping the overall building population low. This is complemented by 4 duplex "cottages" (8 units) which are approximately 1100 square feet in size. The cottages do include a full kitchen and single car garage for the slightly more active senior at our facility. The cottage residences do receive the transportation, activity and housekeeping services and have the option of receiving meals at the retirement residence if they choose. This project will not create the problems typically associated with higher density developments, such as traffic, noise or increased demand on public services. • Low Traffic Generation — Our project will generate approximately 250 trips per day with less than 30 peak hour trips. Please see attached Harvest Concept Summary. ■ Increases Local Tax Base — This project is privately funded with no publicly funded assistance. This development will not receive tax credits. ■ Low Impact on Public Services - Including parks, schools, libraries, and transportation system. ■ Fulfills Need for Retirement Housing - Our research has found that there is a strong need for the unique Harvest program in this area. It would complement the other choices available in Pearland. IX. CONCLUSION In conclusion, we feel that this site is ideally suited for our use and would be a nice addition to the Dixie Farm Road area and the existing and future development for the area. 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' • � . .. . . � w U . � $ � '��' z�} �oa � W; QON � 'P n ry LL` � ^` g J o o W a~ N d �o 0 �� o' oa N Vl 8 � N O Vi �O 11 il W � Q d d N � O Z O W O` a O i „ OZ � � � � m � 0o Q o� � ��o g � ado 9 " ��a � ---- ,. __ -- � :�_. W a o W o n a�� Vwo N � p � » g�a �;� 1�� : ��; , 7 ,z W � `•-� a �'. ��o �. ��o W V � � � N 4� OC � � 4� �w . x . � 4� ° .� : � a W � � � � � L � W � "�� E �`: ' ��` i "= � a�� E � :3 29 EXHIBIT "A" BEING A TRACT OF LAND IN THE W. D. C. HALL LEAGUE, ABSTRACT NO. 70, BRAZORIA COUNTY, TEXAS, AND BEING THE RESIDUE OF THAT TRACT SOLD BY NONA GAY CARR TO ROSS A. MCCLENDON, AS DESCRIBED IN DEED RECORDED UNDER BRAZORIA COUNTY CLERK'S FILE NO. 95-022654, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS WITH ALL BEARINGS AND COORDINATES BASED ON THE TEXAS STATE PLAIN COORDINATE SYSTEM, SOUTH CENTRAL ZONE N0. 4204 (NAD83): BEGINNING AT A 5/8 INCH IRON ROD FOUND MARKING THE WEST CORNER OF BLOCK 1 OF DIXIE HOLLOW, PER PLAT RECORDED IN VOLUME 15, PAGE 187 OF BRAZORIA COUNTY PLAT RECORDS. THE WEST CORNER OF THE HEREIN DESCRIBED TRACT, AND A POINT IN THE NORTHWEST RIGHT-OF-WAY LINE OF DIXIE FARM ROAD, 120.00 FEET WIDE PER SAID DIXIE HOLLOW PLAT AND PER INSTRUMENT RECORDED UNDER BRAZORIA COUNTY CLERK'S FILE NO. 2004031150; SAID POINT BEING S 41° 31' 19" E. 607.50 FEET FROM THE INTERSECTION OF THE NORTHWEST RIGHT-OF-WAY UNE OF SAID DIXIE FARM ROAD WITH THE SOUTHWEST RIGHT-OF-WAY LINE OF DIXIE HOLLOW STREET, 50.00 FEET WIDE PER SAID DIXIE HOLLOW PIAT; THENCE ALONG THE NORTHWEST RIGHT-OF-WAY LINE OF SAID DIXIE FARM ROAD, S 41° 31' 19" W, 424.38 FEET. TO A CAPPED IRON ROD FOUND MARKING THE WEST CORNER OF THE RESIDUE OF THAT LAND SOLD TO JUAN LUIS HIDALGO. ET UX, AS DESCRIBED IN DEED RECORDED UNDER BRAZORIA COUNTY CLERK'S FILE N0. 02 008025. AND THE SOUTH CORNER OF THE HEREIN DESCRIBED TRACT AND BEING A POINT IN THE NORTHEAST LINE OF LOT 10 AS MONUMENTED OF READY SUBDNISION, AN UNRECORDED SUBDIVISION; THENCE ALONG THE NORTHEAST LINE OF SAID HIDALGO TRACT AND SAID LOT 10, AS MONUMENTED, N 48° 49' 06" W(DEED CALL N 45° O1' 34" W.) 257.88 FEET TO A CAPPED IRON ROD FOUND MARKING THE NORTH CORNER OF SAID HIDALGO TRACT AND SAID LOT 10. AS MONUMENTED, THE EAST CORNER OF A TRACT OF LAND SOLD TO GREGORY DONALD MORAN, ET UX, AS DESCRIBED IN DEED RECORDED UNDER BRAZORIA COUNTY CLERK'S FILE N0. 2007065841. AND LOT 9 OF SAID READY SUBDNISION, AS MONUMENTED, AND AN ANGLE POINT OF THE HEREIN DESCRIBED TRACT; THENCE ALONG THE NORTHEAST LINE OF SAID MORAN TRACT AND SAID LOT 9, AS MONUMENTED, N 48° 04' 49" W, 557.56 FEET TO A 3/4 INCH IRON PIPE FOUND MARKING THE NORTH CORNER OF A TRACT OF LAND SOLD TO WILLIAM E. FERGUSON, AS DESCRIBED IN DEED RECORDED IN VOLUME 1741, PAGE 908 OF THE BRAZORIA COUNTY DEED RECORDS, AND LOT 7, AS MONUMENTED, OF SAID READY SUBDNISION, THE EAST CORNER OF A TRACT OF LAND SOLD TO J.P. MORGAN CHASE BANK, AS DESCRIBED IN DEED RECORDED UNDER BRAZORIA COUNTY CLERK'S FILE N0. 02 034346, AND LOT 6 OF SAID READY SUBDNISION, AND AN ANGLE POINT OF THE HEREIN DESCRIBED TRACT; THENCE ALONG THE NORTHEAST LINE OF SAID CHASE BANK TRACT AND SAID LOT 6, AS MONUMENTED, N 46° 54' S5" W, 157.18 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE NORTH CORNER OF SAID CHASE BANK TRACT AND SAID LOT 6, AS MONUMENTED, A POINT IN THE SOUTHEAST LINE OF WOODCREEK ADDITION, SECTION ONE, PER PLAT RECORDED IN VOLUME 14, PAGE 79 OF THE BRAZORIA COUNTY PLAT RECORDS. AND THE WEST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE ALONG THE SOUTHEAST LINE OF SAID WOODCREEK ADDITION. N 41° 31' 41" W, 240.55 FEET (DEED CALL N 45° 30' 19" E, 424.67 FEET) TO THE EAST CORNER OF SAID WOODCREEK ADDITION, THE SOUTH CORNER OF SLEEPY HOLLOW ESTATES, PER PLAT RECORDED IN VOLUME 10, PAGE 13 OF THE BRAZORIA COUNTY PLAT RECORDS, AND AN ANGLE POINT OF THE HEREIN DESCRIBED TRACT; A FOUND BENT 1/2 INCH IRON ROD BEARS N 79° 14' E, 2.1 FEET; THENCE ALONG THE SOUTHEAST LINE OF SAID WOODCREEK ADDITION, N 43° 38' S9" E, 184.03 FEET TO A BENT 1/2 INCH IRON ROD FOUND MARKING THE WEST CORNER OF SAID DIXIE HOLLOW PLAT AND THE NORTH CORNER OF THE HEREIN DESCRIBED TRACT; THENCE ALONG THE SOUTHWEST LINE OF SAID DIXIE HOLLOW PLAT, S 48° 04' 00" E(DEED CALL 5 45° 00' 00" E,) 965.71 FEET TO THE AND CONTAINING 9.5171 ACRES, OR POINT OF BEGINNING 414,563 SQUARE FEET, OF LAND. First American Tit1e Insurance Company Texas Commitment T-7 (Rev. 5-1-08) Valid Only if Schedule A, B, C, D and Cover are attached 3� Note: The Company is prohibited from insuring the area or quantity of the land described herein. Any statement in the above legal description of the area or quantity of land is not a representation that such area or quantity is correct, but is made only for informational and/or identification purposes and does not override Item 2 of Schedule B hereof. First American Titie Insurance Company Texas Commitment T-7 (Rev. 5-1-08) Valid Only if Schedule A, B, C, D and Cover are attached 3 � � RETIREME �l T R � P � U 9310 NE Vancouver Mall Drive Vancouver, WA 98662 Phone 360.213.1526 Fax 36d.213.1540 32 �-i�wz��-i��u� RETIREMENI GROUP Maintenancc 9310 NE Vancouver Mall Drive Vancouver, WA 98662 Plione (360} 213-1526 Fax (360) 213-1540 January 8, 2010 RE: UYDATE - Hurricane �vacuation Binder Dear Facility Management "Ceam: Well, its hurricane season again, and it's time to update your IIu► Binder. If you are receiving this memo, we want your binder to be updated; if your facility doesn't have one, contact us and we will send you one. "I'he inf'ormation on the enclosed form should be revisited with each and every resident NOW, because as we have learned trom the past, trying to gathei this information when a storm is looming is very difticult, if not impossible. The most important information from our resicicnts is a listing of their physicians and pharmacies. We suggest that, during your next resident meeting, you collcct this information trom your residents, k eep the ori�inal &�ive the residents a copv of the completed form. Also please advise them to keep the torm and iniormation readily available in the event of a storm. Hurricane Cvacuation Information Overview: Once you have all of your information sheets filled out, please till out thc Hurricane Evacuation Infornlation Overview worksheet and fax it to E[eidi's attention in tlie Maintenance Department (360) 213-1540. This will help with planning for the number of buses and any other accommodations that may be needed. All pets should be left behind at the facility with an adequate supply of food & water or the residents should make arrangements with their family, friends oi• kennels to take their pets. We are usually able to return to the facility within forty-eight (48) hours. Being with family in times of crisis is a comfort to most residents. Therefore, it is strongly recommendcd that your seniors go with their families if at all possible. Hawthorn Retirement Group will make evacuation plans as nceded for the residents that do not have other options available. Should you have any additional questions, please direct them to your Regional Director or Jim Ivtontbomery-Dircctor of Ntainte�iance at (503) �S 1-3430. Let's hope and pray that we never have to put tllis plan into effect; but if we do, you cooperation, help and assistance will make the dit�fcrence. Sincec•ely, Ha�vthorn Retirement Group `.�_i i�.; i�i�_ ��<<I � �;I.ib't.'1 �"l�l�� .)I�., �I!I(�� 1)� ��..III•:.C�IR�C'I, ��/� �)JC)(�� Il: �(��l) �.� � 7� �5��) � I�rL,�: i(��) i. � i �`> ��) a`,�l\V`:':'.>�.'lll�� IVIII,:�lil;l_ �:�1-:)� il Hawthorn Retirement Group HURRICANC EVACUATION INFORNIATION OVERVIEW After reviewing the Hurricane Evacuation Information Worksheets "Where would you go" please list below the approximate number of residents needing housing accommodations provided through us in the case of an evacuation. Date: , 20 Community Name: Approximate number of residents to evacuate with us: � xFax Attention: Jim Montgomery-Maintenance Dep�rtment (360) 213-1540 � HAWTHORN RETIREMENT GROUP Oxygen Guidelines- Listed below are some guidelines for the transportation of oxygen. It is STRONGLY ADVISED THAT YOU CONTACT YOUR COUNTY TO GET A LISTING OF SPECIAL NEEDS CARE GIVERS that will allow you to transport you special needs residents to their facility. You probably will not have the medical training or the additional oxygen that may be needed if a substantial period of time passes during an evacuation. These facilities will be able to care for these special needs residents, be able to transport them out of harm's way and will have the necessary oxygen and whatever other equipment which may/will be needed in order to keep the residents from harm during an evacuation. Below are just guidelines for the transportation of oxygen should you be required to do so. GUIUELINES FOR TRANSPORTATI4N OF OXYGEN If you should have residents who are on oxygen, please be advised of the following information: First of all for your information, OXYGEN IS NOT FLAMMABLE AND WILL NOT EXPLODE. It has to have the top broken off of the canister or the canister itse(f is broken. If that should happen and there is a spark or fire, the oxygen will tlien feed the fre and the fire will not be able to be extinguished. With that said, for your residents that are wheelchair bound or on oxygen or for the residents that are ambulatory and on oxygen, please adhere to the following guidelines in case of an evacuation of your facility. • The oxy�en canisters are to be laid flat & secured ti�htl_y They can be in a truck of a car or other vehicle as long as they will not roll around or hit each other. • Residents that are on liquid oxygen need to be switched over to the canisters if not already receiving their oxygen in that manner. • If you are transporting residents that have to keep the oxygen on at all times, it is best if they NOT be transported with the remaining residents. Transport them via other means of transportation. If at all possible, transport the extrl oxygen canisters in a separate vehicle also. By doing so, this will not endanger the other residents in case of an accident. • Be sure these residents have an ample supply of oxygen in case they are away for several days. It may not be possible to find medical supply companies that will be able to refill their canisters. The different size canisters ay how many hours of supply oxygen supply they contain. It will of course be determined by the rate of each of the residents. 35 ��itil;�7�?,'1! 3°'�'Ifl'.III,.�ti1 {,i.,. i) Hurricane Preparedness Analysis Needed Estimated Cost Generators:(Including any necessary upgrades) Notes: Soffits: Switch to HardiPlank VENTL;U sof'fits Notes: Windows: Impact film on tirst tloor comman are��s and atrium ($7.50 per sq. ft.) Notes: P'TACS: Switch to GE Notes : Caulking around PTACS: Notes: P�ns Under PTACS: Need number of PTACS in the building. Notes: Double Check Roofs: Repairs needed Notes: "I'rees: Is any pruning necessary Notes: '1'otal Cost: $ 36 HURRICANE PRE-EVACUATION PROCEDURE Drip Pans �� }� o ��5,; . ��:� � Interior Apartment PTAC Example of unit where furniture needs to be moved Move Furniture You must remove all furniture away from the PTAC to install drip pan — moving furniture will prevent water damage to furniture and stains to the carpet. ;i. _ i�l�l� � p: � Installation of Pan Center the pan completely under the unit up next to the wall. �: ��- . ��'. 37 BE READY TO TAKE THE FOLLOWING ITEMS WITH YOU IF THE BUILDING IS EVACUATED 1. Medications — Enough to last at least seven (7) days. 2. Carry written prescriptions from your physician. 3. Pharmacy Information (Pharmacy can provide a print-out of all INFORMATION TO TAKE WITH YOU Primary Physician Physician Phone Number Address City State Zip Code Primary Insurance Co. Secondary Insurance Co. Primary Insurance Numbers & Group Secondary Insurance Numbei•s & Group *I� ilc of Lif'c-Carr�� a CC1Pti' �vith ��c►u EmergE Primary Contact Name & Relationship Secondary Contact Name & Relationship Contact Information Pi•imary Contact Phone Numbers Secandary Contact Phone Numbers �t : 4. Personal identification, Drivers License, Social Security Card, Credit Card, Checks and Checkbook Register, etc. HURRICANE EVACUATION INFORMATION WHERE WOULD YOU GO? If the facility has to be evacuated because of a hurricane, we will be able to help you better if you provide us with the following information. 1. Stay with family? (Preferred) If so, please provide the following information: Name Address Phone Name Address Phone Fax Fax 2. Stay with friends? (Preferred) If this is your choice/destination, please provide the roiiowtng inrormation: Name Address Phone Fa�c Naine Address Phone Fax 3. Relocate to another facility managed by Hawthorn Retirement Group: YES / NO If so, do you prefer to be in a certain pai of the country: YES / NO Namc Address 4. Evacuatc with your facility: YES / NO 1'9.��_1�i�: i�9� �1 i!�� 3 t�) �' �('ll,��i��1� �11 0`,��(�l�,t� a� F�I�;[��.t�' t�4A�'°� 1��)�Z 1{�d.��1��4�:i.8� 39 Traffic Impact Analysis Pearland Retirement Residence Pearland, Texas �„oo�aa � P.�E Q F r f �� y c , �� •••• h P1 J{ � � 'A' �� F� � �' �� ° �: Y: :* O � .................��r....o a pETER A. POLK � � ........................ o�� 9 31 10 ; c�� Q p. . � •: t. . •.� . . . Z v � `Z. ' � ' �� Prepared by Occam Consulting Engineers, LLC 5208 Broadway Pearland, TX 77581 281-48�-9500 Texas Registration No. 11320 December 2009 - .��cam Consulttng E�gineers ooc.�.� can,wwq ymuw I ' TABLE OF C�NTENTS Page 1.0 INTRODUCTION ............................................................................................................. I 1.1 Study Purpose and Objectives ....................................................................................1 1.2 Dcscription of Sitc and Study Area ............................................................................1 2.0 EYISTING CONDITIONS ...............................................................................................2 3.0 FUTURE CONDITIONS ..................................................................................................3 3 .1 Trip Generation ...........................................................................................................3 3 .2 Trip Distribution ..........................................................................................................4 4.0 TRAFFIC IMPACT OF DF,VELO1'MENT ....................................................................5 5.0 FINDINGS AND CONCLUSIONS .................................................................................b APPENDICES Appendix A Site Location Aerial View Appendix B Site Plan - Proposed De��elopment Appendix C Existing Traffic Volumes Appendix D Intersection Traffic Analyses Appendix E Holiday Retirement Communities - Features 41 �i� � Can�WfMq Enpfn�ns Ine 1.0 INTRODUCTION Ti•crJTc /mpac! Anul�•sis The Pearland Retirement Residence is an assisted living facility comprising individual residences in duplex cottages and in a residence building. The facility is proposed to be situated within the City of Pearland along Dixie Farm Road in close proximity to the intersection of Broadway (FM 518) and Dixie Fai Road. The proposed development, which consists of a residence building of approximately 55,000 square feet containing 118 residence suites, and duplex cottage buildings totaling approximately 13,000 square feet and containing 8 units, would be located on a 9.5 acre site, currently undeveloped, on the west side of Dixie Farm Road north of the Dixie Farm Road/Broadway intersection, and immediately north of Mary's Creek as shown in the aerial view in Appendix A. 1.1 Study Purpose and Objectives Consistent with City of Pearland Design Criteria, the purpose of this study is to identify potential traffic impacts resulting fi•om the development of the site and to deter�»ine any roadv��ay improvements that may be necessaiy to maintain safe traffic operations and an acceptable level of service on the roadway system. 1.2 Description of Site and Study Area The site is located along Dixie Farm Road, in close proximity to Broadway, in the eastern part of the City of Pearland, as shown in the Location Map in Appendix A. The property is generally bounded by residential properties and, with frontage along Dixie Farm Road, will have direct access to and f'rom Dixie Facm Road without impactina the residential subdivision streets in the area. Sit� access and other site specific items are shown in the site plan in Appendix B. �rom a traffic perspective, the site impact appears to be limited to the site access point on Dixie Far�n Road, which is proposed to accommodate right turns 42 , f Ct�i � ,.:_ �' � Cmnutnny Eng�ne�•+. mc Ti•uJ�c /nrperc�� Analt'si.c only to the site and from the site. This will result in U-tui north and south of the site along Dixie Farm Road, therefore this Traftic Impact Analysis also examines the potential impact at those locations, particularly at tlie intersection of Dixie Farm Road and Broadway (FM 518). 2.0 EXISTING CONDITIONS Dixie Farm Road is a recently improved four lane, median divided roadway. A major thoroughfare, it seives as a gateway into the eastern part of Pearland from I-45. The posted speed limit is 35 miles per hoiir in the vicinity of the site. A curbside bike lane is provided in both directions. Sidewalks are also provided. The median has openings for left turns, with left turn lanes typically provided to separate turning traftic from the through tt•affic. The median ends shortly south of the site, in the vicinity of Ma�y's Creek, and is not provided on the bridge structure over Maty's Creek. The median resumes south of Mary's Creek at the approach to the Dixie Fai Road/Broadway (FM518) intersection. The Diaie Farm/Broad�vay intersection itself is signal controlled. Each approach to the intersection has four lanes: two through lanes and one each for right turns and for lert tui-ns. Pedestrian signals and crosswalks ai•e also part of the system. Just north of the site Sycamore Drive forms a T intersection with Dixie Farm Road. There is a median opening to allow Ieft turns to and fi Sycamore Drive. For southbound traftic on Dixie Farm Road, there is a left turn lane to allow lefts into Sycamore Drive, and into the Dixie Vv'oods residential community. Approximately 300 feet north of Sycamore is another left tui lane and median opening, this one to allo�v access to Dixie Hollow Street, on the west side of Dixie Farm Road. This is the location where motorists approaching the Pearland Retirement Residence site from the south would make a U-turn to return to the site. With pavement acea for two lanes of traffic and additional pavement area for the bike lane, and sufficient sight distance along Dixie Farm Road, there do not appear to be any restrictions needed to disallow U-tui at this location. � 43 �� GonaWlinp E�q1n��n. Mc Ti•aJric lmpnct �I �ur!►:sis Existing traffic volumes were obtained from traftic counts taken as pai of this study along Dixie Farm Road at the site. Data for 24 hour counts as well as peak period turning movements at the Dixie Farm Road/Broadway (FMS 18) intersection are included in Appendix C. 3.0 FUTURE CONDITIONS As the proposed Peai•land Retirement Residence facility access and egress are directly to and from Dixie Farm Road and, due to the right turn in/right turn out configuration of the dc•iveway, the ti•affic impact analysis needs to consider the following: • The impact of the new facility on traftic operations along Dixie Farm Road • The impact of the additional t► generated by the proposed development on ti•aftic operations at the U-turn locations, in particular the impact at the intersection of Dixie Fann Road and FM 518. 3.1 Trip Generation The trip generation analysis was performed using two different techniques. First, generalized trip generation factors for assisted living facilities were reviewed, and second, a similar facility was examined to identify trip generation characteristics that may be different from the national statistics contained in the Institute of Transpoi Engineers Trip Generation Nlanual. The similar facility is located in the Houston area, in Kingwood. It is similar in size and function and is also operated by Holiday Retirement, who would operate the Pearland Retirement Residence. , � .. ` �.�`��:�� COns�IHnq Engiweara. I�rc Ti•nfrc• ln�pucl : t nul)sis The study of the Kingwood Facility focused on the PM peak hour of adjacent streets and found that there «�ere very few trips, a fact that was corroborated by staff, who indicated that the staff shift changes do not occur during the traditional peak houi•, and these account for more trips than residents. Residents, in fact, are provided shuttle services for most of their travel needs, so the primary trip making is by visitors. Appendix E describes the features of Holiday Retirement Residences, including the provision of transportation for residents. The nationa( statistics contained in the Trip Generation Manual provided higher trip generation factors than the actual conditions at Kingwood, so for purposes of providing a conservative analysis, these higher trip generation factors were used, resulting in 37 PM peak hour trips, 52% entering and 48% exiting. 3.2 Tri� Distribution Traffic generated by the proposed development was distributed to and from the site based on existing travel patterns in the ai•ea, as well as projections on where residents' visitors were most likely to reside. For this type of facility, it can be expected that the tnajority of the visitors will be making short trips, likely fi•om Pearland and Friendswood primarily, then from othei locations in the area. In general terms, trips �vere estimated to be split as follo�vs: • 60% to and fi•om points south of the site on Dixie Farm Road • 40% to and from points noc of the site on Dixie Farm Road During the PM peak hour, ho�vever, the trip distribution protile would be somewhat skewed due to the fact that a portion of the trips will be "pass-by" trips, or trips made by visitors on their journey home from work, stopping for a visit. Since the Dixie Farm Road PM peak hour traffic volumes have a strong directional disti 60% southbound, it can be expected that a larger portion of those "pass-by" trips will be from the southbound travel stream on Dixie Farm Road, and will consist of motorists making � right turn into the site, and upon leaving, continuing south on Dixie Farm Road to their ultimate destination. The PM peak hour distribution, therefore, w be as follows: � C� cam Ca..+W1iM EnW�wea.s. b+c Ti•afJic lnt�ucJ : �rrnlrsis • 60% of trips entering the site will be from the noi on Dixie Farm • 40% of trips entering the site will be from the south and will make a U-turn at Dixie Hollow Street • 60% of trips leaving the site will continue south, either turning onto FM518, or continuing through the intersection along Dixie Fann Road • 40% of trips leaving the site will make a U-turn and proceed north on Dixie Farm Road 4.0 TRAFFIC IiVIPACT OF DEVELOPMENT PM Peak hour traffic generated by the proposed developinent will be a very small percentage of the traffic on Dixie Farm Road and at the intersection of Dixie Farm Road and Broadway (FM 518). During the AM peak hour, there will be insignificant impact on Dixie Fann Road since the shift change will generally precede the peak hour, and there will likely be vety few visitors at that hour. For this reason, the traffic impact analysis focus is on the PM peak hour. For the PM peak hour anaiysis, the initial test was to examine traffic operations at the site driveway itself. As the proposed location of the access drive wili restrict tucns to right turns only because of the median, the primary issue becomes wllether ot• not a deceleration lane would be required. The traffic volumes generated by the site are very low and entering volumes would not be sufficient to �varrant turn lanes under TxDOT design criteria. Furthermore, the sight distance is adequate, so a deceleration lane for southbound traffic on Dixie Farm does not appear to be necessary. The ne.�t issue to examine is that of the U The possibility of providin� left turn access and egress was examined. Locatin� a driveway at the noi end of the property would result in a skewed oi an offset intersection near Sycamore Drive, howevei and eliminating the possibility of lefts to and fi•om the site, and accepting that there would be some U-turns at appropriate locations, �vas deemed preferable. 5 ![: � �ca m ' Cmnul6nq E�q1n��r4 ��rc Ti•i��c lnrpircl.�nnll'sis The U-turn at Dixie Hollo�v Street has been discussed bt•ietly earlier, and appears to be an adequate location for such a maneuver. During the PM peak hour there would be a total of 8 U-tui at this location once the Pearland Retirement Residence is completed. Sight distance is sufficient for U-turns at this location, and the signalized intersection approximately 300 feet north of this location will provide gaps in the Dixie Farm Road to allow the U-turns safely, even durina the peak traffic period. The U-turn location for ti•affic leaving the site and wishing, ultimately, to travel north on Dixie Farm Road, is at FM� 18. The median ends at Mary's Creek just south of Rayburn Lane, closer to the Pearland Retii site, but there is no left turn lane at this location and pavement markings suggest that U-turns are not allowed. Utilizing the signalized intersection at Dixie Farm Road and FM 518 would appear to be a safer location, and this is where the U-turn should occur. Tlie analysis shown in Appendix D indicates that there are no intersection capacity proble��ls at the intersection under the recently improved lane configuration, and there will be no change as a result of the proposed development of Pearland Retirement Residence. 5.0 FINDINGS AND CONCLUSIONS The proposed development appears to produce little impact on traffic operations alon� Dixie Farm Road at the proposed site access, or at the intersection of Dixie Farm Road and Broadway (FM518), or at the U-tui location at Dixie Fann Road and Dixie Hollow Street. With an insignificant impact on the public road�vay system, the developtnent does not appear to war•rant any changes. It is recommended that the access drive approach to Dixie Farm Road be stop sign controlled. With development ofthe site, the likelihood of northbound motorists making a U-tu► at the median opening at Sycamore Drive may increase. This could be a safety issue as thec•e is no lett turn lane at this location, since the purpose of the median opening is to allow left turns from Sycamore. It is i•ecommended that U- tui restriction signa�e be installed at this location. G'� 47 �r ca m Cen�Wliny EnglM�r�. Iwe Truf/ic /m/�act.4nal►•sis In conclusion, the development can be accommodated by the public i system without producing an adverse impact on traffic operations, and appears to be consistent with City of Pearland design criteria. 7 .• APPENDIX A �� 4 � V W 4 Q� L ' Y l' f. Q� �' ts y � v ' � ' W w� VISTA D¢ Nv vy �yo `S ` c ��c� G �� ' 9 r' '�� . �; � �' �� W � � � ,9 �C� � '�'�? �= v � ��C µ� ._ " � O 'P O � �� Qg _ ,ly � ti ` F ` c ��4- 5 ��,� OR y 3 Op� �� P ��O ` W r � � , ` �� `� � 4 2 . . 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F ST.. �� .t 'Si -`�' 0 0.125 0.25 0.5 Miies 1 inch equals 0.25 miles LOCATI�N MAP 50 �" �. ��...� y,.� '� �`,� . �� ,�, � f ��" � � ��;. � a.a � �� _ :� l {.� � � � �� r { �„k� . �' ` r'� ! � tL ^'�, �., • ,F ^ � � �l � 4 1 1 " �r( t- �,•' � r ��.� .�� +^+�'� � T � . �. './, � `' ��`� 1 e a�-,� x� '� � #� '>f 'v � z♦ ?„_�. :.`_'� s K.t'L`��i� � 4'- i �: � 'x �'�,,� l►' � �� -�.: ..:��;,,,; �'' ' r � ' � � s�-.:� �;� ��c�{i�' �,+ "� ±x�, ) ` ?1` Y , , ' �' - � � � '=E:F F�� , v . .�-1 N !� . ��• `ky '� � . , � �,. � �., —�.ir �,' ! �. � � 3 � �. . � r . . �l � ' `'s �.,:� e�r. AERIAL VIEW �•:�.;�. � � � �� • y .. :,E��> _ ��. ' z"r ;- , �, � �r � � �� A North N.T.S. � 51 � � � .�,f APPENDIX B �� rr�� i� i :� _ r> _ �. _' "_ 1 .. ... � I � I f � I, � ti � `'I ' � ', ; � i . 1 I i � � i } �i I ._ . I II 1 :I _ �1 ( I ,'e - ��_ 1 1 I i � '—��—��-�► � I 1 1 1 i - -- � m `_.w� � �_.._. �� 1 � + i "'—_.i ; ,' � �� 1 � � � , . '� i ° 1 _� 1 _ 1 '1 1 I 1 1 � I I I � i 1 I 1 1 ( 1 1 I I � � � � � ' � , _� � Z Q o �� J � � } L,L.� � " � aao � �°^'$ ��..$ � - W J � N � a so 0 � ___.:g _cct 3 RSY;��S3 :i =�t`��k9's � S=:S^f'R � ; k a �� " � �,� � �� r �� „} � � 5 t, ` x y °�-3�� 7 x : � ��g��?oni''y+ k� �o� x g �( 3 �:� � � � r : �!� ' � � � � &r g z G �N V p y ' � ma� � '�,�.� 5c� � m��oo� �ia"t d� y� i � 0$ S °j ?�',. o S a �� '�4� $=1° g�ml< t d � s � � � �� G �x�� $ = ' y ��'"�'S�� . e o 'ty v�".u��V O ` CN�Kj16� x J� > - ��-.__.. � � � �` � � f � r,� ; ' e � :-a :. a � > ,, , � � -�. q V W � N � � ^ � y � � � W � � q m � a � � V � � � � ^ W 1..1.. �: �.�. �� a�� 53 � � - - � ._ �. � � : i _ .,. _ _ �; -- APPENDIX C 54 NB Dixie Farm Rd. North of FM 518 TIMF 0�00 0:15 0:30 0:45 TOTAL Date Began: 11 /19/2009 0:00 14 12 8 7 41 1:00 9 8 5 6 28 2:00 6 12 7 4 29 3:00 7 5 13 7 32 4:00 16 21 36 46 119 5:00 65 88 121 146 420 6:00 175 214 234 276 899 7:00 269 352 259 268 1148 8:00 232 210 175 162 779 9:00 148 162 169 166 645 10:00 112 144 136 139 531 11:00 140 134 114 114 502 12:00 136 154 151 156 597 13:00 124 131 143 143 541 14:00 132 138 142 160 572 15:00 129 132 150 142 553 16:00 174 162 162 148 646 17:00 212 190 189 178 769 18:00 195 151 148 128 622 19:00 123 114 118 90 445 20:00 84 92 78 82 336 21:00 82 72 61 53 268 22:00 58 53 36 37 184 23:00 31 41 27 24 123 TOTAL: 10829 The A.M. peak hour from 6:45 to 7:45 is 1156 The P.M. peak hour from 17:00 to 18:00 is 76� I -- 1400 � 1 1200 �000 w 8 � � � J � � 60� i � 400 � � i 200 i 0 55 Date Began: 11 /19/2009 SB Dixie Farm Rd. North of FM 518 TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 14 18 23 19 74 1:00 19 15 14 13 61 2:00 8 6 6 9 29 3:00 2 6 1 6 15 4:00 9 6 21 14 50 5:00 17 18 54 48 137 6:00 60 74 106 124 364 7:00 106 136 144 152 538 8:00 139 94 126 116 475 9:00 82 100 132 121 435 10:00 136 108 122 116 482 11:00 120 123 142 128 513 12:00 106 140 122 123 491 13:00 142 134 158 148 582 14:00 152 157 149 180 638 15:00 168 208 212 246 834 16:00 252 262 270 292 1076 17:00 295 300 266 278 1139 18:00 256 214 234 224 928 19:00 206 178 147 126 657 20:00 132 127 91 102 452 21:00 102 98 96 98 394 22:00 61 54 49 40 204 23:00 34 44 26 30 134 TOTAL: 10702 The A.M. peak hour from 7:15 to 8:15 is 571 The P.M. peak hour from 16:30 to 17:30 is 1157 �200 i000 eoo I W � 60Q � O > I � 400 � I 200 I 0 56 FN 518 ut Duir Furm Rd. 11'rJmwclav, No��cmtx:r f 8, 2009 Tuming Movment Count S�uthbound W cstlx�und \orthbound F:a�llx�und ni�ic F'artn Rd. I"ht i I R Diti� I�arm Rd. 1 ht t I R I'imc LeR Thru Ri ht l'-turn Peds Left 'ihru Ri ht l-turn Pcdc LcR "1'hru Ri ht U-turn Peds I.eft 'I'hn� Ri ht U-turn Peds 6:00 0 0 0 0 0 0 Q 0 �l 0 0 0 �) 0 0 �) 0 0 0 0 6:15 0 0 (1 Q 0 0 0 0 b Q 0 0 0 0 0 0 0 O 0 0 6��0 13 6'_ 17 0 0 13 113 3; Q 0 II SH I'_ 0 D �9 ;7 ? 0 0 6•JS 19 i I ?; (1 0 I l I S:i 63 (1 0 I R RK 4 0 0 �l? $? 2 � (1 Ilr. Total: 32 113 40 0 0 24 271 141 0 0 29 176 16 0 0 91 92 5 0 0 7:OQ I'_ 5; 22 0 0 14 I 3�1 6% 0 0 I 1 93 I 2 O r.t JR 61 7 fl 0 7:15 31 52 ?9 0 0 21 137 ib Q 0 '3 9j 17 0 0 60 79 11 0 0 7:30 ?7 37 33 0 I 16 166 63 0 0 _6 13t 2! 0 0 57 It0 19 0 0 7 ?K 53 35 I 0 37 Ii0 61 0 0 24 134 '_7 I 0 fi0 109 9 b 0 Hr. Total: 98 207 I 19 1 I 88 607 2J8 0 0 81 456 77 1 0 225 359 46 0 0 5:00 3I 39 30 0 0 '_1 I'_'_ d9 0 0 28 93 2R 0 0 64 I10 !4 D 0 R:IS 3'? 3d 25 0 I '_6 141 Jd U 0 27 R7 13 0 () 45 10/� IS � (� s:3o 0 o u o 0 0 0 0 o n o 0 0 o n o n �� n o 8:45 0 U 0 0 0 0 0 0 0 0 0 tl 0 0 0 0 0 0 0 Q ilr.'I'otal: 63 73 65 0 1 50 266 93 0 0 55 180 41 0 0 109 216 29 0 0 9:00 ll 0 f.t 0 0 0 0 0 0 0 0 0 0 0 0 0 (} 0 0 0 9:1 � �) 0 0 q p 0 0 0 0 Q 0 0 0 0 0 0 0 0 O Q 9:30 0 0 0 (.l 0 0 0 0 0 0 0 � Q 0 0 U 0 0 0 0 9:JS O 0 0 0 tl Q 0 i) 0 0 0 U 0 0 CI 0 0 0 0 0 IIr.7'Mal: 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 i n:nn o 0 0 0 o n n o 0 0 0 �� o n n o o n o 0 �n:�s o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 �i o 0 0 io:an o 0 0 0 � o 0 0 0 0 o u c� o 0 0 0 0 0 0 � io:as o o n o 0 0 0 0 o n o n �� o n o o � o 0 I(r. Total: 0 0 0 0 0 0 0 0 11 0 0 0 U 0 0 0 0 0 � � ii:nn o n o 0 0 �� u o 0 0 0 0 0 0 0 0 0 �� n ��:is o n n o n o o n o n o 0 0 0 0 0 0 0 o n ii:3o 0 o n o n o 0 0 0 0 o n o 0 0 � o 0 0 0 �i:ss o o n r� o 0 0 �, �� o 0 0 � o 0 0 0 �� o tlr.lbtal: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 D 0 0 12:00 0 0 p 0 0 0 0 0 0 (1 0 0 0 0 0 n Q 0 0 0 12:15 0 0 0 0 0 U 0 0 0 o n 0 � � � 12:}0 p 0 0 0 0 0 0 0 U 0 0 0 0 0 0 i} 0 0 0 (1 12:4$ 0 fl U 0 Q 0 0 0 Q D 0 0 0 0 0 0 0 0 0 0 {Ir. Ta[al: 0 U 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 �3:on o 0 0 0 0 0 0 0 o n o 0 0 0 0 0 0 0 0 0 li:lg 0 0 U 0 0 0 0 0 0 0 0 Q 0 0 0 0 Q 0 0 0 13:30 0 0 0 0 p 0 0 t) Q 0 0 0 0 0 0 0 0 0 0 6 13:3� 0 O 0 0 0 U 0 0 0 �1 0 0 0 0 (1 0 0 0 0 0 Hr. Total: U 0 0 0 0 0 0 0 0 0 U U 0 0 0 0 0 0 0 0 i.�:oo o n o 0 o n u u o �� o n o 0 0 0 0 0 0 0 �.�;�� o 0 0 0 o u o n o �� o 0 0 0 0 0 0 0 IJ:30 0 0 0 6 0 � 0 0 0 0 Q Q 0 0 0 0 0 Q 0 0 14:Jc it 0 0 0 �) 0 0 0 0 q 0 0 0 Il 0 0 0 0 0 Il Ilr.lbt�l: 0 U 0 0 0 0 0 Q 0 U 0 0 0 0 0 0 0 U 0 0 is:on o 0 0 o u � n a n n o 0 0 0 0 0 0 0 0 0 ts:is r� n n o 0 o n o 0 0 0 0 0 0 0 o n n o 0 �5:3o n o �1 a o 0 fl o Q 0 0 0 0 0 0 0 cl o � o Ig:JG 0 0 U 0 U 0 (1 Q Q Q 0 0 0 0 (1 U 0 p 0 Ilr. TotaL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t�:oo 0 o n o 0 0 o u o 0 o u o o n o n o n o i� o 0 0 0 o n o 0 0 0 0 ° ;o 0 o a �ii �� o �� 16:i0 53 f13 4' tl 0 46 Ib7 33 0 n i4 7_ 16:JG 7'? I'_4 i; 0 !1 ;0 157 4? 0 t1 _'_ 79 37 ll 0 d0 _36 '_6 rl U Ilr.'Ibtal: 135 237 IU. 0 0 96 321 80 Q 0 56 I51 87 0 0 7J 447 S2 � 0 I 57 F,'�I 518 al DLrie Farni R�! Wc�icK:sday. Novembi;r i$. 2()09 Tuming Movmrnt Count 17:00 7i Id9 J5 0 0 ji 19i 53 0 0 ?9 9U j4 0 0 43 ?'_S �d Il () 17:1 S R6 140 i 1 0 0 S I 17 i 93 0 0 39 71 ?0 0 0 4�) '_SS 3-' � � 17:30 R�l 16' 6'_ I 0 iD 192 46 0 0 31 7? 49 0 (1 S}i ^ _bR 35 0 0 t7:a5 6� ��7 �tz � 0 63 20� s� u o 33 1; a�, c� o ;3 2a� zo 0 0 I'otnl: 307 578 20U 2 0 219 767 203 0 U 132 308 199 0 0 211 990 111 0 0 IR:00 79 I�0 d4 '_ 0 4? ISR 3�� 0 0 3j 91 34 0 0 39 "_? IR 0 0 18:1 S ' i I OR 39 I 0 4 I '_0'_ 4�3 0 I) Z I 65 d(! I U 4? '_ 1 1 24 0 () Ilr.'1'otal: 15Z 22R R3 3 Q 83 390 83 0 0 56 156 7J I 0 SI 436 47 19:00 0 o n 0 0 o n n 0 0 0 0 (l 0 b o 0 0 19: I� 0 0 0 0 0 0 il I) 0 0 l) 0 0 0 0 0 0 0 19:30 D 0 0 0 Q 0 Q 0 0 0 0 0 p q 0 0 0 0 19:JS 0 0 O 0 0 0 0 0 0 0 0 0 U 0 4 0 U 0 flr.'Total: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �r. "1'otal 7ft7 1436 6119 6 2 S60 "?G'_� !{Ox 0 0 41? 1�327 49J ' 0 79d ';d(t 2R % O( 7bL 6°o I �"4� S% 0°�0 0°u 4'/e '_ I°'n 6°io 0°�0 0°0 �"'o I I"�e 4% U% Q% 6°,'n �po,o �n i� ►Ch% ��q�o 31% �K°^ �K % O� �R°n S 1"'o � �°'o � 0°•'0 � 4°,'0 �16°0 ^U U"/o 0"�0 � I�°.�b b I°io '_ I 0% �"o �?% 7U% R �1°� 0°0 A rch I,eR '1'hru Ri ht U-turn Ped+ Left Thru Rl ht l'-Iurn Peds Left 7'hru Ri�ht C•turn Peds I,eft Thru Ri ht G-turn PeJs Dixic I�ami Rd. ('fvi 518 1)ixie Parm Rd. 1��1 $IR Fmm North F rom Esat From Soath Fmm �Vest -- - - _ _ ------ _ _ . _. _ _ _ _ _ . .. _ __ _ __ wn� _ �_ r --... ... � � �_`� , — ._ �- , , � — i � -. ' . . -._._ - ` i - - • sw I ` __ : _ . _ _ � I wn ._ - _� � _.. . _ _ � ......_ � . . . _ � , •, , , I � . zw t ' . . .. _ _ .._._.. - _ • :na � , . . -- _ i ` � _�_ � � . . . . . _ I . i : • � i � . , .- -- _ _ � ' ' � i � � .� Nl _ � ��..• ` 1 . I ...( _ � I , . _1_.. _... ` _ _. IIN) � � � I �l.-' J_ k . -: • I I � : -} _ ; t ` �. I I I� � � i 4 �. �� j I i p - .. _ $ $. - _ - « a � . : 4 ! � ' � . , � & ,�^j a'^3 3. � � � ."'T, : •, - - =: a �C �C � r s ? T � O � � � � � _ � _ � � � � _ ._ � � Timc _._ _ � _ .__ - ---- _.___- ._ . .._- •N'B F1151 �... �------ - " - � - OF.B F�I SI 158 Dhk tarmRd. 8 ONB DWe f�rm Rd. � ....------ � � APPENDIX D 59 Year2009 PM Peak Hr. Existing Conditions 5•f1n PIU_a•nn o�u • �� Dixie Farm Rd. & FM 518 5:00-6:00 PM Projected Conditions with Development PM Peak Hr. � �1 1� 1� � � J � �'at �j l� lt.. Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations �i T� �` � TT � � �'F �' '� 1'T �' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (ft) 50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0 Turning Speed (mph} 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 112 17 221 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 Link Distance (ft) 3000 3193 2781 2697 Travel Time (s) 68.2 72.6 632 61.3 Volume (vph) 93 92 5 24 271 103 29 184 16 319 583 203 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 101 100 5 26 295 112 32 200 17 347 634 221 Lane Group Flow (vph) 101 100 5 26 295 112 32 200 17 347 634 221 Turn Type Prot Perm Prot Perm Prot Perm Prot Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 $ Detector Phases 1 6 6 5 2 2 7 4 4 3 8 8 Minimum Initial (sj 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 20.0 Total Split (s) 9.0 21.0 21.0 9.0 21.0 21.0 9.0 20.0 20.0 20.0 31.0 31.0 Total Split (%) 12.9% 30.0% 30.0% 12.9°/a 30.0% 30.0% 12.9% 28.6% 28.6% 28.6% 44.3% 44.3% Maximum Green (s) 5.0 17.0 17.0 5.0 17.0 17.0 5.0 16.0 16.0 16.0 27.0 27.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s} 0.5 0.5 0.5 0.5 �.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max None Max Max None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s} 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#Ihr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 5.1 21.5 21.5 5.2 18.1 18.1 5.2 9.0 9.0 14.7 21.6 21.6 Actuated g!C Ratio 0.09 0.37 0.37 0.08 0.31 0.31 �.08 0.15 0.15 0.25 0.37 0.37 v/c Ratio 0.66 0.08 0.01 0.18 0.27 0.20 0.22 0.38 0.07 0.77 0.48 0.30 Control Delay 54.1 16.5 12.4 32.4 19.t 5.8 33.3 26.1 12.1 36.4 15.9 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.1 16.5 12.4 32.4 19.1 5.8 33.3 26.1 12.1 36.4 15.9 3.9 LOS D B B C B A C C B D B A Approach Deiay 34.8 16.5 26.1 19.6 Approach LOS C B C B Page i �� Dixie Farm Rd. & FM 518 5:00-6:00 PM Projected Conditions with Development PM Peak Hr. Intersection Summary Area Type: Other Cycle Length: 70 - - �...�...,��.,.,�.V;,..�.�. --� �--� � Actuated Cycle Length: 58 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.77 � Intersection Signal Delay: 21.2 Intersection LOS: C Intersection Capacity Utilization 48.7% ICU Level of Service A Analysis Period (min) 15 Page 2 62 PM Peak Hr. Projected Conditions with Development 5:00 PM-6:00 PM 63 Dixie Farm Rd. & FM 518 5:00-6:00 PM Existing Conditions PM Peak Hr. `�r � � ,�-� ''� �' 3 � � � ,� k. Lane Group SEL SET SER NWL NWT NWR NEL NET NER SWL SWT . SWR Lane Configurations � �T � � T♦ � � 1�T � '�i �'? i' Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Leading Detector (ft) 50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 0 0 Turning Speed (mph) 15 9 15 9 15 9 15 9 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 110 17 217 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Link Speed (mph) 30 30 30 30 Link Distance (ft) 3000 3193 2781 2697 Travel Time (s) 68.2 72.6 63.2 61.3 Volume (vph) 91 92 5 24 271 101 29 176 16 309 578 200 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 99 100 5 26 295 110 32 191 17 336 628 217 Lane Group Flow (vph) 99 100 5 26 295 110 32 191 17 336 628 217 Turn Type Prot Perm Prot Perm Prot Perm Prot Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 8 Detector Phases 1 6 6 5 2 2 7 4 4 3 8 8 Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 20.0 Total Split (s) 9.0 21.0 21.0 9.0 21.0 21.0 9.0 20.0 20.0 20.0 31.0 31.0 Total Split (%) 12.9% 30.0% 30.0% 12.9% 30.0% 30.0% 12.9% 28.6% 28.6% 28.6% 44.3% 44.3% Maximum Green (s) 5.0 17.0 17.0 5.0 17.0 17.0 5.0 16.0 16.0 16.0 27.0 27.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension {s} 3.0 3.0 3.0 3.0 3.0 3.0 3.� 3.0 3.0 3.0 3.0 3.0 Recall Mode None Max Max None Max Max None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 5.1 21.5 2t.5 5.2 18.2 18.2 5.2 8.8 8.8 14.5 21.3 21.3 Actuated g/C Ratio 0.09 0.37 0.37 0.08 0.32 0.32 0.08 0.15 0.15 0.25 0.37 0.37 v/c Ratio 0.65 d.08 0.01 0.18 0.26 0.19 0.22 0.36 0.07 0.76 0.48 0.30 Control Delay 52.3 16.4 12.2 32.2 19.0 5.7 33.2 26.0 12.2 35.3 16.0 3.9 Oueue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.3 16.4 12.2 32.2 19.0 5.7 33.2 26.0 12.2 35.3 16.0 3.9 LOS D B B C B A C C B D B A Approach Delay 33.7 16.4 26.0 t 9.3 Approach LOS C B C B Page 1 [:�! Dixie Farm Rd. & FM 518 5:00-6:00 PM Existinq Conditions PM Peak Hr. Intersection Summary Area Type: Other Cycle Length: 70 ..q,w+na.a:Y�n �asi:'�N�'w.n.iii.-!eir.�rc��nr^'v.�,.?s m.5�•.>m� z , . . .,-•�f,:....�...._,m� Actuated Cycle Length: 57.7 Natural C cle: 70 �;��,��:��;��.��-��}��;� ��,� . � �� ,�, F��: „�`�s : y ��` �� U � �,;, ,��'�i.� ;�,�,,.:..�o.u�Sw4u ..:;�< Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 a ` "�"� '�'' ' �`��' '�� "' �-�.r��; �i .,�,,=�s��.s};�w�a,Nt,,..�, w.,w Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 47.9% ' ICU Level ot Service A "'�� '� ``�"��'�° `�'� ~�: Analysis Period (min) 15 FM 518 & Dixie Farm Rd. Page 2 65 APPENDIX E .. Holidav Retirement Featttres of or�r benutrf Q1JlI SJIl1C1011S SIIItL'S Studio suites �vith kitchenette One-bedroom suites �vith kitchenette Two-bedroom suites with kitchenette o Climate control or thern�ostat o Air conditioning o Paid utilities & cable, except phone o Private telephone line o Handicap accessible o Residents personalize their o�i�n living space CO/I111111)l1� Amei:ities On-site Staffing o Around the clock resident Manager and Co-manager teams o Administrative/reception personnel o Chef with cooking staff o Servers o Housekeepers o In-house maintenance personr►el o Resident Enrichment Coordinator Security o Emergency in-room call system o Fire sprinkler system o Personal, locked mailbox Dining o Daily, Chef-prepared meals provided in restaurant style dinin� room o Breakfast o Lunch o Dinner o Snacks Transportation & Parking o Resident parking o Guest parking o G�auffeured siluttle bus o Access to public transportation Housekeepin� o Weckly suite cleaning o VVeekly linen sen•ice 67 On-site Services o Resident Enrichment activities o Computer & internet access o Esercise equipment &/or fitness center o Library o Billiards/pool room o Guest dining o Guest lodging o Meeting room(s) o Resident kitchen Recreutioiral & Socia! Activities o Holiday Retirement travel program o Exercise & wellness programs o Civic �•oups welcome o Arts & crafts o Bingo o Card games o Cooking & baking o Hiking & �valking trails o Shopping excursions o Holiday & birthday parties o Special event celebrations o Cultural events o Guest speakers o Computer classes o Educational programs o Gardening Perso�tal Care If our residents need personal care assistance, they are welcome to contract with an outside a�ency to brin� in the services they desire. Please see a Mana�er for details and reasonable accommodalions. .: AFFIDAVIT OF PUBLICATION The Pearland Reporter News 2404 Park Avenue Pearland, Texas 77581 State of Texas Brazoria and Harris Counties I, Lloyd Morrow, hereby certify that the notice hereby appended was published in THE REPORTER NEWS, a newspaper of general circulation in Brazoria, Harris and Galveston Counties, for � issues, as follows: No. I�o. No. No. No. Date Date Date Date Date '� � �o 20 �� 20 20 20 20 �� CFO , ., Subscribe and sworn to before me this_ / day of � 20 � �l „ � .:: _.. . �� 1 `� t' � { � ..'a . � . . n �.CaW1A64 C2T'�RY �1ie� � '�� ir'otary �'ubllc. 5tate , ` N .., l." �� .�_..,...�.. ,_ ��. `•,'^•r,��missjori Ex�ire� Laura Ann Emmons, Publisher Notary Public, State of Texas ��. Ll-�c��.�: i�?�� ` i- I� L � _-- i Drive, Pearland, Texas, on the request of Ron Jackson with Curry Architecture, applicant for R o s s Maccammon, owner, for a change in zoning from the Single F a m i I y Residential-1 (R_�� Zoning District to the 'lanned Development dulti- Family (PD- �1F) Zoning District, on �he following described property, to wit: Published December 30, 2009 NOTICE OF A JOINT PUBLIC HEARING OF THE CITY COUNCIL AND THE PLANNING AND ZONING COM- MISSION OF THE CITY OF PEARLAND, TEXAS ZONE CHANGE APPLI- CATION N0. 2009•15Z Notice is hereby given that on January 18, 2010, at 6:30 p.m., the City Council and Planning and Zoning Commission of the City of Pearland, in Brazoria, Harris and Fort Bend Counties, Texas, will conduct a joint public hearing in the Council Chambers of City Hall, located at 3519 Liberty Legal Description: Being a tract of land approximately 9.5171 acres in the W.D.C. Hall League, Abstract No. 70, Brazoria County, Texas and being the residue of that tract sold by None Gay Carr to Ross A. McClendon, as described in deed recorded under Brazoria County Clerk's file No. 95-022654. Location: Located 2810 Dixie Farm Road, Pearland, Texas At said hearing all inter- ested parties shall have the right and opportunity to appear and be heard on the subject. Angela Gantuah Senior Planner 1 1 1 1 a�n o�n ommisslon Recommendation Letter March 16, 2010 Honorable Mayor and City Council Members 3519 Liberty Drive Pearland, TX 77581 Re: Recommendation on Zone Change No. 2009-15Z Honorable Mayor and City Council Members: At their meeting of March 15, 2010, the Planning and Zoning Commission considered the following: Request of Ron Jackson with Curry Architecture, applicant for Ross Mccammon, owner, for a change in zoning from the Single Family Residential- 1(R-1) Zoning District to the Planned Development Multi-Family (PD-MF) Zoning District, on the following described property, to wit: LEGAL DESCRIPTION: Being a tract of land approximately 9.5171 acres in the W.D.C. Hall League, Abstract No. 70, Brazoria County, Texas and being the residue of that tract sold by None Gay Carr to Ross A. McClendon, as described in deed recorded under Brazoria county Clerk's file No. 95-022654. GENERAL LOCATION: Located at 2810 Dixie Farm Road. At the regular Planning and Zoning meeting of March 15, 2010, Commissioner Darrell Diggs made a motion to approve the Zone Change 2009-15Z as presented by the applicant, and Commissioner Neil West seconded the motion. After much discussion Commissioner Darrell Diggs revised his motion to permit the zone change with conditions, and it was not seconded and the motion died. The original motion was voted on and it also failed. The vote was 0-6 and the Planning and Zoning commission recommended denial of the Zone Change No. 2009-15Z. Sincerely, Angela Gantuah, Senior Planner On behalf of the Planning and Zoning Commission Page 1